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64-187 - 295 DERBY STREET - CONSERVATION COMMISSION
°°:Aap-fitc �'T�;krf _ Gibbs.o�l^..�;;: - - - - - � � ,:,: ,, i `• +I� ___ __ .� ... _ +1 + y �] i0 B4010359PG �✓ � �� � 50:5 310 CMR 10.99 Forms VV D DEP RleNo. 64-187 Y U r✓/ (To Ds pwnsa W DEPT _= _ APR 01990 cN,Town Salem Commonwealth 6_ of Massachusetts Aooltcant Gibbs Oil Company SAM 91-k NIN Order of Conditions Massachusetts Wetlands Protection Act G.L. c. 131, §40 From Salem Conservation Commission To Gibbs Oil Company Gibbs Oil Company _. (Name of Applicant) (Name of property owner) m Address 295 Derby Street, Salem, MAAddress 41 T ^^ gurhank u;_ghw., 7 Revere, In r This Order is issued and delivered as follows: –Xoy hand delivery to applicant or representative on March 8 1990 (date) W by certified mail, return receipt requested on_ .-_..__-._... (date) "– This project is located at The property is recorded at the Registry of Deeds–Essex County 05719 Page 0168 O Book O Certificate(if registered) O . February 20, 1990 � The Notice of Intent for this project was filed on (date) cn The public hearing was closed on February 22, 1990 (date) Findings The Conservation Commission has reviewed the above-referenced Notice of Intent and puns ano nas nein a public hearing on me project. Based on the Information available to the CQ;Am • ; e —at this time.the Commi s s s i on has determined that the area on which the proposed work is to be done Is significant to the following interests in accordance with the Presumonons of Significance set forth in the regulations for each Area Subject to Protection Under the Act(check as appropriate): Public water supply ❑ Flood control ❑ land containing shellfish L Private water supply ❑ Storm Damage prevention ❑ Fisheries Ground water supply Prevention of pollution C1Protection of wildlife habitat Total Fling Fee Submitted $525 . 00 State Share $2 g n n n City(rown Share $275 . 00 (1h_ fee in excess of$25) Total Refund Due S City/Town Portion $ State Portion S (1/2 total) (1/2 total) Effective 11/10/89 5-1 BK0I'D 359LPG5QFj Therefore. the a rQuim i Pr; ^r hereby finds that the following conditions are necessary, in accordance with the Performance Standards set forth in the regulations, to protect those inter- ests checked above.The Commission orders that all work shall be performed in accordance with said conditions and with the Notice of Intent referenced above. To the extent that the fol- lowing Conditions modify or differ from the plans, specifications or other proposals submitted with the Notice of Intent, the conditions shall control. General Conditions 1 . Failure to comply with all conditions stated herein, and with all related statutes and other regulatory meas- ures.shall be deemed cause to revoke or modify this Order. 2. This Order does not grant any property rights or any exclusive privileges: it does not authonze any injury to private property or invasion of private rights. .3. This Order does not relieve the permittee or any other person of the necessity of complying with all ' other applicable federal, state or local statutes.ordinances, by-laws or regulations. 4. The work authorized hereunder shall be completed within three years from the date of this Order unless either of the following apply: (a) the work is a maintenance dredging project as provided for in the Act:or (b) the time for completion has been extended to a specified date more than three years, but less than five years,from the date of issuance and both that date and the special circumstances warranting the extended time period are set forth in,this Order. _Y 5. This Order may be extended by the issuing authority for one or more periods of uo to three years each upon application to the issuing authority at least 30 days prior to the expiration date of the Order. 6. Any fill used in connection with this project shall be clean fill,containing no trash, refuse, rubbish or de- bris,including but not limited to lumber. bricks, plaster, wire, lath, paper, cardboard. pipe, tires, ashes. refrigerators, motor vehicles or parts of any of the foregoing. 7. No work shall be undertaken until all administrative appeal periods from this Order have elapsed or, if -- such an appeal has been filed, until all proceedings before the Department have been completed. a. Land • S. No work shall be undertaken until the Final Order has been recorded in the Registry of Deeds or the Court for the district in which the land is located,within the chain of title of the affected property. In the case of recorded land, the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land upon which the proposed work is to be done. In the case of registered land. the Final Order shall also be noted on the Land Court Certificate of Title of the owner of the land upon which the proposed work is to be done. The recording information shall be submitted to the on the form at the end of this Order prior to commencement of the work. 9. A sign shall be displayed at the site not less than two square feet or more than three square feet in size bearing the words.'Massachusetts Department of Environmental Protection, File Number 6A 1 2:7 10. Where the Department of Environmental Protection is requested to make a determination and to issue a Superseding Order, the Conservation Commission shall be a party to all agency proceedings and hearings before the Department. 1 1 . Upon completion of the work described herein, the applicant shall forthwith request in writing that a Certificate of Compliance be issued stating that the work has been satisfactorily completed. 12.The work snail conform to the following plans and special conditions: 5-2 �eK or i s 9'PG 50 7 Plans. Title Dated Sioneo and Stamced by On File with Special Conditions (Use additional paper if necessary) See Attached Conditions (Leave Space Blank) 53A � ti tBKO>'1�0�3r5=9�f'G50<8 , Plans: Title Dated Signed and Stamped by: On File with Special Conditions(use additional paper if necessary) ........................... .............................................. .................................................................. . (Leave Soace Blankl 5.36 BKO'll0359PG509 Issued By Conservation Commission Signature( Elf" This Order must be signed by a majority of the Conservation Commission. n ', On this 2-t c� day of PCZ- [z C' � 19�, before me personally appeared �-�- S 0 U�-b- , tc me known to he the , 5 person described in and who executed the foregoing instrument and acknowledged that he;she executed the same as his/her free act and deed. Notary Public My commission expires The apoiinant.me owner.any person aggrieved by this Order.any owner of land abutting the land upon which the proposed work is to be done.or any ten resiae015 of the city or town in which such land is located.are hereby notified of their right to request the Department of Environmental Protection to issue a Superseding Order, providing the request is made by candied mail or hand delivery to the Department, with the appropriate filing fee and Fee Transmural Forth as provided in 310 CMR 10.03(71,within ten days from the date of issuance of this Determination.A copy of the request snail at the same time be sent by certified mail or hand delivery to the Conservation Commission and the applicant. Detach on dotted line and submit to the prior to commencement of work. '0 :ssuinc Authority Please be advised trial the Order of Conditions for Ins project a ,ie Numper ❑as been recorded at me Reoistry of and has been noted in ins chain of title of ine affected erooerty m accordance with General Condition 8 on , 1 9_ If recorded land. the instrument number which identifies this fransactton rs It registered land. the document number which identifies this transaction is S=awre .A oocant 5-4A BKO ItU359xPG5') Issued by the Department of Environmental Protection Signature On;his day of 19 before me personally aDpeared to me known to be the person described in and who executed the foregoing instrument and acknowledged that he.ishe executed the same as nls;ner free act and deed. Notary Public My commission expires -he applicant.the owner,any person aggrieved by the Superseding Order.any owner of land abutting me land upon which the proposed .York is to be cone.or any ten persons pursuant to G.L C.30A§10A,are hereby notified of their right to request an adjudicatory hearing Dursuant to G.L.c.30A. §10.cirouidmg me request is made by carolled mail or hand delivery to the Deoartment.with me appropriate filing lee :nd Fee Transmural Form as orowoeo in 310 CMR 10.03(71.within ten days from rite oats of issuance of this Superseding Order,and is ;oaressee to:DOCKet Clear.Office of Genrrai Counsel.Department of Emnrenmental Prctecoon.One Winter Street.Boston,MA 02108. 4 coov of rite request riall at me same time as sent by cenmeo mall or nano delivery to rite conservation commision,me applicant.ano any niter party. A Notice of Claim for an Adivaicalory Heaf;na snail comow won the Departments Rules for Aalualcatory Proceeaings.31 0 CMR 1.01(6).and snail contain the fellowinq in!ormation: (a) the DEP Wetlands File Number.name of the applicant and address of the project. (bl the complete name.address and fe onone number of the parry tiling me request,and.if represented by counsel.the name and address of the attorney: (c) Ina names and addresses of all other parties,it known: (d) a clear and concise statement of(1)the facts which are grounds for the proceeding,(2)the objections to this Superseding Order, including specifically the manner in which it is alleged to be inconsistent with the Department's Wetlands Regulations(310 CMR 10.001 and does not contribute to the ooliection of the interests identified in the Act,and(3)the relief sought through me aalu- dical0ry nearing,mcludina specifically the chances oesoea In the Superseding Order: (e) a statement that a copy of the request has been sent to the applicant.me conservation commission and each other party or rep- resentative of such party,it known. Failure to submit all necessary information may result in a dismissal by the Defoamnent of the Notice of Claim for an Adjudicatory Hearing. Detach on dotted line and submit to the prior to commencement of work. .................................................................................................................................................................................................................. To .ssuing Authority Please oe advisee that the Order of Conditions for me project at File Number has been recorded at the Registry of and -.as peen noted,n the chain of title of the affected oreoertv in accordance with General Condition 8 en-. 1.9- u recorded Lane, me instrument number which identities this transaction is If registered land. the document numoer which identifies this transaction is Signature Acnicanl 5-46 OK010359PG5<J, 3 Gibbs Oil- Conditions Conservation Commission shall be notified prior to any future site work proposed to take place within 100 feet of the South River . 2 . Excavated soil stored on-site shall be maintained in a safe, non-leaching manner and shall be removed at the earliest possible time allowed by the permitting process . 3 . As-built plans showing tank locations shall be submitted to the Commission . 4 . Members and agents of the Salem Conservation Commission shall have the right to enter and inspect the premises to evaluate compliance with conditions stated in this Order and may require submittal of any data deemed necessary by the Commission for that evaluation. 5 . This Order shall apply to any successor in control or successor in interest of the property described in the Notice of Intent and accompanying plans . D431 t , i f ?'Lle2eutoNN 310 CMR 10.99 Form 1 RECEIVED DEP File No. ,v �- JUN 2 6 1990 (To be ProV10e0 by DEP) COy-Towo SALEM Commonwealth of Massachusetts SALEM kSi„r19 DEPT. = • Aooecan: G I BBS OIL CO Div, of BP OIL CO Request for a Determination of Applicability Massachusetts Wetlands Protection Act, G.L. c. 1319 §40 1. I,the undersigned, hereby request that the CITY OF SALEM Conservation Commission make a determination as to whether the area, described below, or work to be performed on said area,also described below,is subject to the jurisdiction of the Wetlands Protection Act, G.L. c. 131, §40. 2. The area is described as follows. (Use maps or plans, if necessary, to provide a description and the location of the area subject to this request) Location: Street Address 295 DERBY STREET, SALEM Lot Number: 3. The work in said rea is described below. (Use additional paper, if necessary, to describe the proposed work. We propose to install landscape mesh in the backyard of subject property with crushed stone on top of the mesh. Landscape mesh wi1J allmw water to filter through and will restrain weeds from growing through it. Also, from the wall of our property to the tire store building next door, we will plant shrubs and put down bark mulch. 1.1 Effective 11/10/89 4. The owner(s)of the area, if not the person making this request, has been given written notification of this request on (date) The name(s)and address(es)of the owner(s): 5. 1 have filed a complete copy of this request with the appropriate regional office of the Massachusetts Department of Environmental Protection June 22, 1990 (date) DEP Northeast Regional Office DEP Southeast Regional Office 5 Commonwealth Avenue Lakeville Hospital Woburn, MA 01801 Route 105 Lakeville, MA 02347 DEP Central Regional Office 75 Grove Street DEP Western Regional Office Worcester, MA 01605 State House West, 4th Floor 436 Dwight Street Springfield, MA 01103 6. 1 understand that notification of this request will be placed in a local newspaper at my expense in accor- dance with Section 10.05(3)(b) 1 of the regulations by the Conservation Commission and that I will be billed accordingly. Sionature �rJ� �A /dame RICHARD E. ROWS ELL _ GIBBS OIL CO. , Div. of BP OIL COMPANY Address 41 LEE BURBANK HWY. , REVERE, MA 02151 Tel. fi17-2$95498 1.2 ./tel Qlity of "Salem, assurbusetts Aire department �ieabquarters ooxc 48 Pfgette *trert Joseph F. Sullivan o*a[rm, 4Ra. 01970 Chief February 16, 1990 City of Salem Conservation Commission One Salem Green Salem, Ma 01970 Dear Sir: In response to your inquiry relative to the work being performed at the Gibbs Self Service Station, 295 Derby Street, the following has occurred over the past few days: While in the process of performing a tightness test, as required under the provisions of 527 Code of Massachusetts Regulations 9.13, an accumulation of gasoline was found in the ground water surrounding the tank fills. As part of the testing, it was determined to uncover the tops of the two tanks being tested to make a visual inspection of the piping connections thereto. Upon removal of materials over the tank tops, the buoyancy of the empty tank caused the hold-downs to release, allowing the tank to rise in the high ground water. It was determined that the release was the result of the anchor bolts pulling away from an improperly cured concrete bottom pad beneath the tanks. Having seen the problem with the tank, and knowing of the possibility of the same happening with the other, I ordered immediate removal of the two tanks from the ground. (It would have been contrary to the provisions of the regulation to allow a reinstallation of any tank which had been subjected to the stresses incurred here.) Upon removal of the tanks, there was considerable product mixed with the water in the excavation, requiring removal by de-watering through filters permitted by the Massachusetts Department of Environmental Protection. Removal of the contaminated soil was started, stockpiling in the area to the rear of the station on and under poly coverings. As I explained to Kathy Winn by telephone, it was in the best interests of Page 2 295 Derby Street public safety to allow continuance of the work on this site in an effort to mitigate the effects of the spill and reduce the possibility of fire or explosion. This area is extremely close to the South River, and stoppage of the work could allow further seepage of the contamination, and the large open excavation would be an attractive nuisance and a threat to the nearby Goodyear repair garage. The contractor is working closely with the Fire Department in mitigation of the problem, and has presented a plan for the installation of a system of double walled fiberglass tanks with interstitial monitoring which meets the requirements of the E.P.A.and Commonwealth of Massachusetts regulations. Si ned, Robert W. Turner, Fire Marshal Conservati®n COMr sior 'ai, m. .Aassachuseits 019TO III ssi City of Salem Conservation Commission Notice of Public Hearing On Thursday, February 22 , 1990 , at 7 : 30 p .m. , the Salem Commission will hold a public hearing under the Wetlands Conservation Protection Act , M.G.L . Chapter 131, Section 40 at the request of Gibbs Oil Company, 295 Derby Street , Salem, MA 01970 . The proposed work involves replacement of three underground gasoline storage tanks . All work is located within a wetland 'puffer zone . The hearinq will be held at One Salem Green, second floor conference room. John G . Vallis Chairman D401 b GIBBS OIL COMPANY Division of BP Oil Co. 41 Lee Burbank Highway, Revere, MA 02151 Telephone 289-5498 February 13 , 1990 Mr. John Vallis Chairman, Conservation Commission Salem, Massachusetts Dear Mr. Vallis: This letter is to request emergency permission to remove and replace the underground storage tanks at the Gibbs station located at 295 Derby Street. The emergency replacement has been undertaken under the directive of Captain Turner of the Salem Fire Department. All permits and permissions have been received by the state and local authorities. The Conservation Commission was not notified through ignorance and not out of intent. We intend to file application for intent and to attend the proper meetings, or whatever else is required to comply with local requirements. Thank you for your cooperation and assistance in this matter. Sincerely, Dennis Field DF: ls O!6 02 oil, ✓ ' �; �e�ia.tine�t of c�iwvtivvneietaL�:�ua� ���iieeeru�- s L017 - ECEIVED Daniel 5. r eneaurn MAR 13 INNComm 617/935-2160 �AIEM PlAt�e�1HG DEPT. DATE: March 9, 199 RE: NC-L-7- T= OF ,=LE :IUiMBERc 64-187 ;^%nTI.A.Y'i 5/ Salem (c4t_1/town) This Department is in receipt of the following application filed Jn accordance with the Wetlands Protection act (M.G.L. Chapter 131, Section 40) : APPLICANT: Gibbs Oil Compnay - OWNER OF LAND: Same ADDRESS: 41 Lee Burbank Highway ADDRESS: Revere, MA 02151 PRCJECT LOCATION: 295 Derby Street, Lot #442 A_thcugh _ file is being "issued, the tcssible following deficiency(ies) __. the -' -- 'no have :ave been noted: .,c -1-1� __1-1 ,11., d -- _J'�- d=i cw-nc ( ? Neti ce of -..t-.__ ) locus 'Map ) n; ans =-=end:.. A ,='-`MENTS: AppLication :has ceen . 'or-.aarded :ae ;7aterwa-_s :._„enslnc ?----cram determine a _naoter 91 License is required. Applicant is advised to forward a copy of the Notice of Intent to the .Army Corps of Engineers for Section 404 review (Call 1-400-362-4'167 for further information) . ( ) Project may require a WaterQuality Certificate. applicant is advised to contact the DEP Division of Water Pollution Control (1 "inter Street, Boston, MA 02108; Tel: (617) 292-5673 for forms and further information. ISSUANCE. OF A FILE NUMBER INDICATES ONLY COMPLETENESS OF FILING SUBMITTED, NOT APPROVAL OF APPLICATI . C-- f ) conservation Commission Copies also sent to: ( ) DEP Division of ;Dater Pollution Control ( U.S. Army Corps of Engineers, Regulator-Y Branch ( ) City or Town Board of Health )�Of_`ice of Coastal Zone 14anagement ( � tepresen`_ati-:_ or =:-e Commissioner r, RECEIV P GIBBS OIL COMPANY JUL 13 1990 Division of BP Oil Co. 41 Lee Burbank Highway, Revere, MA 02151 77 ��99 Telephone 289-5498 SAW pak'N"1yy 1G FERFF. July 10; 1990 Kathy Winn Salem Conservation Commission Salem City Hall Salem, MA 01970 RE: GIBBS STATION 295 DERBY ST. , SALEM Dear Ms. Winn: Due to a recent underground storage tank replacement at the subject site, we now find it necessary to do the following scope of work to bring this property back to its original condition. We propose to install landscape mesh in the backyard of subject property with crushed stone on top of the mesh. Landscape mesh will allow water to filter through and will restrain weeds from growing through it. Also, from the wall of our property to the tire store building next door, we will plant shrubs and put down bark mulch. As requested by you in our telephone conversation today, this letter will serve as our notification to the Salem Conservation Commission of this undertaking. Thank you for your help in this matter. Very truly yours, Richard E. Rowsell Maintenance Supervisor Boston District RER: lms Gos 92 MEMO: To the File DEP #64-187 May 23, 1990 - Rick Rowsell of Gibbs Oil - Received approval from DEP on Friday, May 18, 1990 to remove the fill . A representative of Gibbs is meeting with DEP on Thursday, May 24 , 1990 to finalize details . DEP needs to send manifest to XL Trucking who will truck the material to Londonderry, N.H. . Leslie, Gibbs Oil : # ( 404 ) 641-2484 Hydro Environmental # ( 508) 263-4044 - Jim Benton R1151 April 9, 1990 Department of Environmental Protection Site Assessment Branch 5 Commonwealth Avenue Woburn, MA 01801 Re : DEP 64-187 , Gibbs Oil Co . 295 Derby Street Salem, MA 01970 To Whom It May Concern : I am writing to express the Salem Conservation Commission ' s concern regarding the delayed status of the above-referenced matter . Nearly six weeks has elapsed since the Commission voted to issue an Order of Conditions to allow emergency tank removal at this site . As evidenced by the Order (attached) a major concern of the Commission is quick removal of gasoline contaminated soil excavated during the process, to mitigate the possibility of contaminants leaking into the resource area. As of this date, the contaminated soil remains stockpiled within a few feet of the South River and within Land Subject to Coastal Storm Flowage . The Commission asks that DEP expedite its review of this matter so that the contaminated material can be disposed of as safely as possible without any further delay . Thank you for your attention to this matter. If you have any questions please do not hesitate to contact me at ( 508 ) 745-9595 ext . 311 . Sincerely, 4 Kathleen M. Winn /� 77� Conservation Administrator v+t D 517 NFe D /7 It �_L/ k I I • Fiberglas' • - • , Underground l Storage Tanks All • and I Double Wall Tanks • Related Accessories Installation • Fiberglas underground tanks must be installed according tot these tions instructions.Any variances to the published installation instructions instructions and NFPA30 and 31.Local codes may a and should be must be y ppy approved by O/C Tanks in writing prior to the tank installation. consulted.Failure to follow these installation instructions will void the war- ranty and may result intank failure.Proper installation of Fiberglas In order to activate the tank's 30-year structural warranty,the tank undergound tanks is required to prevent tank damage and to insure long- installation must be performed by an O/CTanksCorporationtrainedcon- termcorrosion-resistant service.It is imperative to read,understand and tractor in accordance with these instructions.The O/C Tanks installation follow the instructions below. checklist,Pub.N15-PE-8894 is shipped with each tank and must be com- pleted and signed bythe installing contractor's representative and the The presence of an 0/C Tanks representative at the jobsite does not tank owner's representative.A copy of the installation checklist must be relieve the contractor of his responsibility to follow the published installa- retained by the tank owner or installing contractor to substantiate any future warranty claim. # E rr kyr f , •; k f� i� a n e• Table of Contents Pages Pages Section A: Section E: j Tank Installation . . . . . . . . . . . . . . . . . . . . . . . . .2-6 Switch Panels . . . . . . . . . . . . . . . . . . . . . . . . . . . .11 • Section B: Section F: Double Wall Tank Monitoring . . . . . . . . . . . . . . . . .7 Piping Sumps . . . . . . . . . . . . . . . . . . . . . . . . . .12-13 Section C: Section G: j Hydrostatic Monitor . . . . . . . . . . . . . . . . . . . . . . .8-9 Other Accessories . . . . . . . . . . . . . . . . . . . . . . . .14 ISection D: Wiring Diagrams . . . . . . . . . . . . . . . . . . . . . . . . .14-16 IElectronic Control Panels . . . . . . . . . . . . . . . .10-11 L Tank Installation Instructions—All single and double-wall tanks A1. Handling A3. Visual Air/Soap Testing Lifting Tanks Testing Single Wall Tanks • Use installation lift lug(s)to lift tank. Before installing tanks,remove fitting plugs,apply pipe dope and then Larger tanks(10'and 12'dia.) tighten fitting plugs.Pressure test 4'through 10'diameter tanks to 5 psi. have multiple lift lugs,all must be 12'diameter tanks to 3 psi.Soap the entire tank and fittings.The air test is used.Guide thetanks with guide angle of little value without soaping and a careful visual inspection for bubbles. lines.Do not use chains or cables boo—goo Test at least 30 minutes to insure there are no leaks as indicated by soap around tank.DO NOT STAND ON bubbles or a drop in pressure.Do not approach endcaps or manways TANK WHILE TANK IS BEING while tanks are under pressure.Use an air gauge with half or quarter LIFTED. pound increments so that changes in pressure can be easily observed. Only use lifting equipment to move Do not use a vacuum gauge. tanks.Capacity of lifting equip- Before backfilling to grade,O/C Tanks recommends a 5 psi air/soap test ment must be checked before / on all finished piping connections and unused fittings. moving tanks. Double-wall tanks cannot be Testing Double-Wall Tanks unloaded from the truck manually.Single wall fiberglass tanks,12,000 Double-wall tanks are shipped to the jobsite with a vacuum on the tank gallon capacity or less,may be manually unloaded from the truck at the cavity between the inner and outer tank.The vacuum should be left on the jobsite by the O/C Tanks trained truck driver. tank until the tank is ready to be air tested by the contractor.In the unlikely Donotrollordroptank.For temporary storage at the jobsite,set tanks on event of shipping damage,this temporary vacuum serves as an early smooth ground free of rocks and foreign objects and rechock with the warningdevice,The vacuum can detect relatively"large"leaks in the tires or sandbags provided. inner or outer tank,but it cannot detect"small"leaks.Therefore prior to If high winds are anticipated,the contractor is responsible fortieing down installation,all tanks must also be air tested and soaped using the the tanks to prevent damage from being moved by high winds. following procedure: Double-wall tanks 2,500 gallon capacity or larger are delivered to the job- Release the vacuum in the tank cavity.Before setti ng the tank i n the site with bumper pads fastened to each end of the tank.The tank may be excavation,plug and tighten all fittings.Pressure test tan ks to 5 psi as installed with or without the bum per pads attached. follows: Outer Wall Test: A2. Bed and Backfill CAUTION:Pressurizing the tank cavity over 5 psi may damage the tank.For all tests,install an air gauge at the fitting where the air 1 All excavated native soil must be pressure hose is connected to the tank and a second gauge at the 4 replaced with approved backfill. other monitoring fitting.Use an air gauge with 1/4 or 1/2 lb. DO NOT MIX APPROVED increments so that changes in pressure can be easily observed. naturally GRAVEL WITH SAN D OR NATIVE Using the OCF supplied manifolds stem connected to the inner tank and rounded 9 PP Y gravel3 SOI L.Always use approved the cavity between the inner and outer tank,pressurize the tank cavity 4 gravel.Do not backfill in layers usi ng air pressu re from the inner tank. 1 usi ng sand or native soil. Step#11: • 2 If your backfill does not meet With the manifold valve to the cavity closed,first pressurize the inner tank 1 the specified requirements, to 5 psi maximum. alternate materials may not be 4 used without written approval from O/C Tanks. Pressurize the inner lank to 5 psi Maximum Gravel manifold to at supply vaw air supply A clean naturally rou noted aggre- dosed valveopen 1 gate with a mix of particle sizes not airgauge an gauge q less than Ye"or mo re than 3/a"is 1 required. Crushed Stone or Crushed 3 Gravel crushed stone 4 1 Washed,crushed stone or gravel 'mamma system supplied withtank) with angular particle size not less 2 than Ye"or more than 1/2"are Step#1 monitoring smog 1 required. 4 Note:All backfill materials must Step#2 meetASTM C-33 paragraph 7.1 Closethe air supply valvetothei nnertank and then DISCONNECTthe air for qualityand soundness.The supply. backfill should not have more than 3%pawing a#8 sieve.The dry gravel density must be a mi nimum of 95 pounds per cubic foot. In freezing conditions backfill must be d ry and free of ice. Note:You should require your backfill supplier to certify that the backfill meets this specification. • 2 J Using a Manifold From The Inner Tank,Pressurize A4. Hole Size The Tank Cavity To 5 psi Maximum. Stable Walls manifold valve air supply - 11 _ I n stable soil conditions for 4' • open valve closed i \ �, through 10'diameter tanks � air gauge t/ 1j 1 t I t (550-20,000 gallons),the hole air gauge \ II li must be large enough to allow I I I minimum of 18"(24"preferred) I II ll i between adjacent tanks and l8" l I. ll I (24"preferred)between the tank sides and ends and the banks of manifold system(supplied with tank) - ; I the hole. ITwelve-foot diameter tanks Step L 4'-1ol Minimum 18"' (25,000-48,000 gallon models), 12' Minimum 24" require 24"between tanks and - - — hole sides,and require 24" Step to between adjacent tanks. Pressurize the cavity between the inner and outer tank to 5 psi maximum by opening the manifold valve thereby transferring pressure from the -_ Unstable walls(all size tanks) inner tank. I's � " In muck,bog,peat,swamp,or DO NOT CONNECT THE AIR SUPPLY DIRECTLY TO THE .��� landfill type areas where the soil is MONITORING FITTING OR ALLOW THE MANIFOLD VALVE TO BEy -- a soft or in areas with expansive clay OPEN DURING STEP#1.Typical air compressors can over All Diameters soils,alarger hole is required to pressurize(over 5 psi)the tank cavity between the inner tank and f support tanks.In these types of outer wall in less than 2 seconds. I� �� i u,-' conditions,the holes must be large Ste #4: I —'I I ," ,, enough to allow a mi nimum of V2 P II � the tank diameter from ends and and outeritor tan foratlssure a both thnutes.e i oapank and uteriavity nkandchecbetween the k orI I 'csides of tanks to hole wallsand outertank for at least 30 minutes.Soap the outer tank and check for , ,leaks as indicated by bubbles.An outer wall leak detected before backfillUnstable soils are defined as those I ng is simple to repair Do not backfill a tank with a known or � e soils havl ng less than 750 lbs.lsq. suspected leak in the outer wall. 'n dia.min. _ �. ft.cohesion as calculated from an r unstable walls _ ��. unconfined compression test;or Inner Wall Test soils with an ultimate bearing capacity of less than 3500 Ibs.lsq.ft.Unstable soils or areas with expan- Step#5: sive clay may require a reinforced concrete slab under tank for support. Close the manifold valve to the cavity between the inner and outer wall.Release the For unstable soils with less than 250lbs.lsq. ft. cohesion or with an supply valve), ),but re and vent the i maxi umtan (bssure ng the air ultimate bearing capacity of less than 500 lbs./sq.ft.,a filter fabric hole supply valve),but maintain the 5 psi maximum pressure on the cavity between the Inner and outer walls. liner is recommended to prevent backfill migration. Refer to Section A6. Step#6: Monitor the air gauge on the tank monitoring filli ng for another 30 • minutes,but not more than 60 minutes.Longer tests conducted during changing temperatures or changing cloud cover may distort test results ± 1 psi. In the unlikely event a tank leak is discovered with any of the above tests,call the O/C Tanks Field Service Manager to schedule a tank repair.Do not attempt to repair the tank.Telephone: (419)248-8196. DO NOT EXCEED 5 PSI DURING AIR TEST. After successfully completing the air test,disconnect and remove the air manifold fittings,hose,and valve. Before backfilling to grade, OIC recommends a 5 psi air/soap test on all finished piping connections and unused tank fittings. i I • 3 A5. Burial Depth and Cover A6. Filter Fabric—Wet Hole Liner The tank hole must be deep enough to allow a minimum of 12"required It is the responsibility of the tank owner or his technical representative to backfill bed over the hole bottom or concrete slab. determine if filter fabric is appropriate for a specific tank installation.Our If the total burial depth from tank top is greater than 60%of the tank experience indicates that if all the other installation instructionsare diameter,anchoring the tank is not required.(See Section A9 for details.) carefully followed,the useof filterfabric is notessential. • Filterfabric preventsthe migration of peagravel with nativesoil;it helpsto I 12,minimum PADDIMENSIONS maintainthe integrityand stabilityof the backfill material.O/C Tanks Paving must extend at least 12" recommends the use of filter fabric for the following types of installations: beyond tank outline in all 1.Tidal conditions or areas subjected to frequently changing ground 1 - directions. waterlevels. 7'max MAXIMUM BURIAL DEPTH(ALL 2.Unstable soils(muck or landfills) -' SIZETANKS) -1 3.Water conditions with silty soil tlI t , To comply with ILL requirements, Suitable brand name filter fabrics are itemized below.Local filterfabric a depth of coverfor tanks in both distributorscan be identified bycallingthe phone numbers listed traffic and no traffic conditions f must not exceed 7'over tank top. Manufacturer Reemay,Inc. Fordouble-wall tanks,ifacon- Product TYPAR 3401 or TYPAR 3341 1" tinuous vacuum monitor is used, Phone (800)321-6271 ` - the maximum burial depth is3 feet Manufacturer Hoechst Celanese Corporation from the tank top to grade. Product TREVIRAS1120(hole depth lessthan 10'deep) { For deeper burial depths,contact the Fiberglas Tank Installation TREVI RA S1125(hole depth greater than 10'deep) Manager. Phone (800)845-7597 Manufacturer Phillips Fibers slope determined by - No Traffic Loads Product SUPAC4NP�/ (550-20,000 gallon models) Phone (800)845stability Tanks not subjected to traffic loads Polyethylene is not considered an effective material to prevent migration need a minimum cover of 24" of pea gravel and native soil;it tears and will degrade i n a wet hole 24^ ` backfill;or 12"plus 4"reinforced environment. backfill concrete.Consult local codes for Installation Procedure:Line the excavation sides and bottom with filter minimum allowable burial depth. ' 72^ backfill fabric.Overlap adjoining fabric panels at least 12 inches.Placesome + e backfill on top of the filter fabric in and around the excavation perimeter to is" reinforced holdthefabric in place. concrete In wet hole installations,backfill ballast is necessary to sink and hold the filter fabric to the bottom of the excavation. A7. Installation Procedure—Dry Hole MINIMUM BURIAL DEPTH Bed • Traffic Loads (550-20,000 gallon models) Provide a minimum of 12"level approved backfill bed(see Section A2) Tanks subjected totraffic loads over hole bottom or concrete slab.Set tanks on bed. must have a cover depth of 36" DO NOT PLACE TANKS DIRECTLY ON CONCRETE SLAB,TIMBERS, 36^bk. backfill or 18"minimum backfill BEAMS OR CRADLES. plus 6"of reinforced concrete. DO NOT MIX APPROVED GRAVEL WITH SAND OR NATIVE SOIL. to^okf. The reinforcements in the concrete Always use approved gravel.Do not backfill in layers using sand or native -6.rein) pad must be properly sized for soil.Regardless of the hole size,all excavated(or loose)native soil concrete job conditions to assure concrete must be replaced with approved backfill material. surface pad integrity. Backfilling _ - long-handled (550-48,000 gallon models) probe Note:TANKS INSTALLED WITH (2 Traffic Loads BACKFILL TO TOP OF TANK, ! (25,000-48,000 gallon models) BUT WITHOUT BACKFI LL TO Tanks not subject to traffic loads GRADE SHOULD BE COM- First needaminimum cover of 42" PLETELY FILLED WITH WATER - 12" lift of backfill;or36"backfill plus4"rein- backfill OR PRODUCT AS BALLAST.DO forced concrete, NOT PLACE WATER OR PRO- DUCT IN TANK UNTIL BACKFILL '®` a voids ISEVEN WITH TANKTOP. 38" +4" t: 12 bed tlf -It's critical thatthisarea offer full )�`, support under tank and end caps. Traffic Loads long-Handled (25,000-48,000 gallon models) probe • Tanks subjected to traffic loads must have cover depth of 38" backfill,plus 6"of asphalt,or 6"of First 38"bkf, re bar reinforced concrete. - 72"liff of as halt I` �o backfill cr - • concrete i r it It's critical that this area offer full support under tank and end caps. 4 Use same materials as bedding. If water could enter the tank hole,O/C Tanks recommends the tanks be long-handled Place first 12"lift evenly around mechanically anchored unless the minimum burial depth from tank top is probe tanks.From the bank or adjacent asfollows. tank top,backfill must be pushed completely beneath tank bottom, between ribs and under endcaps Concrete Traffic Second to provide necessary support.A Slab Thickness 0" 6" • 12" lift of long handled probe can be used backfill to penetrate backfill and push it Tank Minimum buried depth when between all rilosand at3 to 5 points Diameter Mechanical Anchoring is Not Required under endcaps.The backfill may 4' 30" 27" q voids be shoveled beneath the tank. 6' 45" 42''- Placeanother 12"liftof backfill 8' 54" 511, - " 12" bed'"" , evenly around tanks.Repeat the probing of backfill from the bank or 10 69" 66" adjacent tank top. 12 81 78 After completion of second lift, At the above burial depths, the overburden above the tank weighs more Ion g handled probe p than the buoyancy of the empty tank with water to grade(safety factor backfill can be brought to additional equals L2). r tanks handwork. ewithotionut may Note:TANKS INSTALLED WITH BACKFILL TO TOP OF TANK BUT l handwork.(Compaction may be li required for slab support.) WITHOUT BACKFILL TO GRADE SHOULD BE COMPLETELY FILLED This method will not work in tight WITH WATER OR PRODUCT AS BALLAST.DO NOT PLACE WATER 9 OR PRODUCT IN TANK UNTIL BACKFILL IS EVEN WITH TANK TOP. I areas in straight-walled holes.The 4'curvea angle necessaryto probethe back- For burial depths where mechanical anchoring is recommended,either probed section fill under the tank can not be made of two common methods can be used:aconcreteanchorpadordead - with the long-handled probe. man anchors.Both methods include the use of Fiberglas anchor straps. Straight-walled holes in tight areas will requireacurved probeto Strapping backfill under the tanks. Use Fiberglas anchor straps be- The curved probe is a 41 section of tween the arrows(►�)on the tank the long handled aluminum probe bent on a radius to match the tank turnbuckle sides, curvature.A leveraging action on the long-handled probe creates a optional For double-wall tanks,2,500 � pushing action under the tank bottom. triple gallon capacity and larger,the The following procedure is the most effective for the curved probe: clamped anchor straps must also be placed a.After setting the tank on the gravel bed,probe the entire tank bottom ogre in the strap guides at the tanktop. and around the end caps. p For single-wall tanks 2,000 gallon b.Place the first 12"lift of backfill. - '�' capacity and larger,anchor straps c.Probe the entire tank bottom and end caps again. helgM$ { bed ,i must be placed on top of all d.Place the second 12"lift of backfill ,..ff.. designated external ribs(►4). 0 It.Switch to straight robe section and robetanka ain. wrath x, 9 P P 9 Anchor points should be spaced equal to tank diameter plus 1'on each side of tank,regardless of tank diameter.Anchor poi nts at bottom of • AB. Installation Procedure—Wet Hole hole must be aligned with designated(►-4)ribs tl". Afilter fabric separator may beappropriate toprevent gravel migration. All anchorstraps must be uniformly tightened with turnbuckles or come- Refer to Section AS for details.Water level should be maintained at lowest a-longs Straps should be snug butcause no tank deflection.Deflection practical level by using pumps with or without a well point system. can bedetected by checking tank diameter with a gauge stick beforeand Prepare bed as outlined in Section A7. aftersnugging straps. Ballast Triple clamp the wire rope. lithe water can not be lowered, Note:Do Not Use Straps or Cables Between Ribs. you will need to ballast tanks. Place tanks in the hole,addingConcrete Anchor Pad only enough ballast to si nk them. 12" Theweight of overburden on top of Ballast level in tanks must never a^m;n. the concrete slab provides the exceed water level in hole during ue Re-baro thickness anchoring force. installation.While adding ballast, 12"o.c. use only lifting cable to keep tanks each way This pad design is strictly for in position.Tanks should be tree to buoyancy.Poor soil conditions roll slightly. triple may require increased reinforce- cable ment and slab size. Backfilling clamps f Imbed anchor points in concrete tanks.Push backfill Distribute backfill evenly under around f and attach them to ends of straps ll tz bea e after each drop using either along handled probe Oran air jet. t. with wire rop (see table at end ofthis section)and clamp with at After backfill is at least 2'up the tank sides,additional backfill canbe °iconcre�epaa�:� X� 1y least three clamps. (Be sure there freely added to tank top without usingthe probeorairjet is 12" bed between concrete An air jet can be constructed by using a 3/4"diameter pipe connected to a pad and tanks.) I. minimum 65cfm aircompressor.A valve on the airjet isessential sothe Theconcrete pad must extend aminimum of 18"beyond sides oftank operator can safely control the flow. and be at least equal in length to the tank.It is best to extend the slab to the undisturbed native soil. Additional information on alternate out of hole techniques are available from O/C Tanks.Ask for Pub.No.3-PE-13415,Alternate Backfill Deadman Anchors Proceduredeadman is fun length of tank The weight of overburden on top on each side of the deadman and tank provides A9. Anchoring the anchoring force. Lay deadman along each side and parallel to It is the responsibility of the tank owner or his technical representative totank The tank must not'over- determineifinechanicalanchoringisrequiredforaspecificjobsite.All catriblle shadow'the deadman anchor. potential sources of water(underground watertable,rain water run-off, clamps Clamp wire rope with at least three • etc.)should beconsidered. clamps around deadman and through end of strap.. bad center#6 rebars in cross S66'on... 5 Deadmen are made with rein - #6re-bars evenly spaced forced(246 rebars)concrete.The A11. Filling,Tanks cross section dimensions may vary smooth radius depending on burial depth. con- � P 9 P ( Do hold-down nin ckfholeo union sun Never add productorwaterd rebaranchor point ts^ Ma aer Fiberglas Tank Installation forhold-downind holeconditions until backfilling iscom leted , centered Manager for details). f minimum to tankto dry g P burial depth is 24" (44" for 12' -P diameter tanks), minimum dead- (Exception—See installation Procedure-Wet Hole—Section A8) • man size is as follows: Height Tank Min Al2. Venting wain Diameter Height Width" 4' 6" x 6" All tanks must be vented,as tanks are designed for operation at 6',8' 12" x 12" atmospheric pressure only,except for use with vapor recovery systems 10' 12" x 18" provided the pressure or vacuum does not exceed l psi.Theventopen- 12' 8" x 36" i ng should be the same diameter or larger than the piping to remove 'A round cross section can be substituted if the diameter equals or exceeds the product. deadman avidin. For double-wall tanks, if the monitoring cavity between the inner and When using deadman anchors in multiple tank installations each tank will outer tank is also vented, it must be vented independently from the require two deadmen.if one deadman is used for adjacent tanks it must primary tank. be doubled in width.Aseparateanchor point must be provided foreach Pressurized deliveriesare not recommended.if the delivery strap.Rebaranchor pointsare incorporated with their legs anchored vehicle usespumpstofill thetank,install overfill shut-off equip- underthe re-bar reinforcement.Spacing foranchor points is determined ment in thetankand truckto prevent the tank from being overfilled. by the number of anchor points shown on tank drawings. OVERFILLING THE TANK UNDER PRESSURE WILL DAMAGE THE An anchor point can befabricated from rebar asfollows: Min.Rebar TANK,EVEN IF THETANKVENT IS UNRESTRICTED. Tank Diameter Rebar Size(1 strap/anchor point) Width 4',6' #6 41/2" A13. Manway and Manway Extensions 8' #8 8" 10',12' #10 121/2" The standard manway is 22"in diameter and has a load bearing capacity Turnbuckles(optional) of 1200 Ids.Optional heavy duty manways have a load bearing capacity of 2400 Ids.Fiberglas heavy duty manways must be specified on tanks Hook, Jaw or eye-type turnbuckles(drop forged)may be used in place equipped with helical heating coils,agitatorsor pumpswith atotal of all or a portion of the wire rope described in this section. downward load of greater than 1200 lbs but less than 2400 lbs. All Anchoring Methods Minimum per anchor location. A14. Manway Risers Tank Diameter 4',6' 8',10',12' Drop-forged Turnbuckle Diameter. The Fiberglas Manway Riser provides a non-corroding,spacious access Hook Type 3/a" 1t/e�� from a manhole box and cover.Since the bottom is open,the manway Jaw Type 1/z" a/4 riser will fill with water as water surrounds it on the outside.Traffic areas require a reinforced concrete traffic pad.EyeTYPe 1/" " s/d' Wire Rope Diameter: _ A maximum of 2 manway risers may be used with tank sizes of 10,000 6 x 19 3/a^ '/z gallons and larger; only one riser is permitted with tank sizes less than (improved plow steel) - 10,000 gallons due to possible buoyant forces. • Do not use wire eyebolts or bent steel eyebolts. - The riser must be installed with a 6" minimum clearance from the top of the tank.The bottom of the riser should be supported with 2"x4"x3' Note:TANKS INSTALLED WITH BACKFILL TO TOP OF TANK,BUT minimum wood pieces. Additional data on manways, extensions, and WITHOUT BACKFILL TO GRADE SHOULD BE COMPLETELY FILLED risers may be found in O/C Tanks Pub.3-PE-6312. WITH WATER OR PRODUCT AS BALLAST.DO NOT PLACE WATER OR PRODUCT IN TANK UNTIL BACKFILL IS EVEN WITH TANK TOP. Fiberglas tanks can also be anchored safely by using burial depth and a A15. Site Monitoring Wells surface slabto offsetthe buoyancy factors.For alternate anchoring methods,contact the O/C Tanks Installation Manager. For new installations,place monitoring wells at least one foot outside of tank outer diameter.Backfill with same materials as tank backfill. A10. Piping and Sump Clearances A16. Barricades Tankwith Bottom sump Tanks with Bottom Sumps Tank area must be barricaded to prevent any vehicle travel over the tanks When installing sump,excavating until installation is complete. with a bottom sump,excavating and bedding must be modified to provide 12"deep x 24" A17. Installation Checklist diameter hole centered at the Bottom sump location.After the tank is Complete the installation checklist(15-PE-8894)included inthe tank ship- Sump laced,the void surrounding the P 9 ping packet.Measure.record and compare the tank vertical diameter sump is to be hand backfilled and reading before backfilling and after backfill is brought up to subgrade to hand tamped prior to adding verify the tank backfill support.A copy of the installation checklist must be backfill around the tank. retained by the tank owner and/or installation contractor to validate any ..f future warranty claim. ry External Piping External Piping A18. For Additional Information On The pump and attached piping Other Installation Details. must be free to move with the tank. Isolate Use a fill box or street box to isolate Specific procedures for encasing a tank in concrete or addi ng tanks to piping from the pipi ng from the traffic pad. existing installations and alternate installation techniques are available by traffic slabs. Take precaution during construe- contacting your Fiberglas Tank Sales Representative or the Fiberglas tion to ensure no damage occurs Tank Installation Manager. Internal Piping to the exposed piping and fittings. If you have an installation situation that is not fully addressed in these instructions,contact your local Fiberglas Tank Sales Representative If • Internal Piping you are unable to contact your local representative,call: Internal piping must beaminimum O/C Tanks Installation Manager Toledo,Ohio 419 248-7371 4.10• tz ' o14"from thetank bottom g ( ) dia dia ` diameter tanks requirea6" O/C Tanks Field Servile Manager Toledo,Ohio (419)248.8196 4" 6" minimum clearance). min. min. 6 Double-Wall Tank Monitoring O/C Tanks recommends the Hydrostatic Tank Monitor versus other methods because of its superior leak detection capability.However,the B2. Installation of Liquid or Vapor selection ofthe monitoring system and method is the responsibility of tank `I M owner and/or operator. Sensors • When liquid or vapor sensors are used,the tank may be sloped at time of 131. Alternate Tank Monitoring Systems installation.if the tank is sloped,place the tank so that the lowest elevation is at the monitoring end. The O/C Tanks double-wall tank is designed to accommodate a variety of These sensors are normally installed using an electrician's wire puller to leak monitoring systems If another type of tank monitor is specified initial- position the sensor at or nearthetank bottom.Most sensors can be lythe Hydrostatic Tank Monitor can still be activated atafuture date. installed from finished grebe However,for ease of installation,insert An alternate tank monitoring sensor can be located at any monitoring fit- the sensor in the tank cavity before installing the monitoring riser ti ng on the lank top.However,to provide maximum future flexibility, pipe to grade. locating the tank sensor through the fitting in the Fiberglas reservoir will permit the tank owner to more economically retrofit the tank,if he chooses,to activate the Hydrostatic Tank Monitor i n the future. m'NPT Monitoring Fittings mstaiuigoid Monitor orvapor sensors here Monitoring Fittings gh T�T � - Endof Tan Lowend Tank of tank Ct Optional 11, 2"Slope Maximum s ' Fiberglasm Reservoir' Liquid or Vapor Sensor The space between the inner and outer tank wall is 11/8"for tanks 12,000 gallon capacity and less;the cavity space is 13/,"for tanks 15,000 gallon capacity and larger. _ Tank modeis owr-2P and DWT4Ponly Consult monitoring equipment manufacturer for proper installation. Monitoring Capabilities—(All O/C Tanks Double-Wall Tanks) B3. Installation of Vacuum or Air The following restrictions apply for the various types of double-wall tank monitors: Pressure Monitoring Systems a.Liquid sensors—when"dry"cavity monitors(which detect the Consult monitoring equipment manufacturerfor proper installation. presence of a liquid)are used,the cavity between the inner and outer • lank may baeither sors—whengasatmosphere orsealed, B4. Installation of Hydrostatic Tank b.Gasoline vapor sensors—when gasoline vapor sensors are used,the cavity between the inner and outer tank may be either vented at the Monitor atmosphere or sealed. Additional Monitoring Capabilities See next page. (Tank Models DWT-2P and DWT-413 Only). If you have an installation condition which is not fully addressed in these c.H Hydrostatic Tank Monitor—tank burial de th must not exceed 7'from instructions,pleace call the 0/C Tanks Installation Manager at Y P . tank top to fi Wish grade. 419-248-7371 The monitoring cavity between the inner and outer tank must be vented If you need to schedule a tank repai r,please call the O/C Tanks Field to the atmosphere.The optional reservoir sensor,supplied by O/C Service Manager at 419-248-8196. Tanks senses the liquid level i n the reservoir and also automatically vents the monitoring cavity. - d.Vacuum monitoring—when vacuum monitoring is used,the maximum vacuum is 3"mercury(1.5 psi maximum). e.Positive air pressure monitoring—when positive air pressure monitoring is used,the maximum air pressure is 3 psi. 7 Installation Instructions-Hydrostatic Tank Monitor For use with Model DWT-2P and DWT4Ptanks only. The 4"NPT fitting plug in the top of the reservoir should be removed prior C1 . Preparation to fill ingthe an nuIar space.Remove the fitting plugs and place stand- pipes at the 4"monitoring fitting located on each end of the tank.The • The annualar space in the tank can be filled after tanks have been placed stand pipes(2"diameter or larger fiberglass pipe is recommended)must in the excavation.DO NOT PUT ANY PRODUCT IN THE INNER TANK be no less than 4'higher than the tank top. WITHOUT SETTING AND BACKFILLING TOTH E TANK TOP.FILL THE Note:Since the 550,1,000 and 2,500 gallon capacity tanks only have the ANNULAR SPACE BEFORE FILLING THE TANK,THEN REMOVE 4"fitting in the Fiberglas reservoir,place one stand pipe in the Fi berglas PRIMARY TANK FITTING PLUG AND INSPECT THE INNER TANK FOR reservoir fitting. LEAKS. I C2. Antifreeze Solutions ,14 h.mm max -_rlll$tan pipe Antifreeze solutions are necessary if ambient or product del ive red _ —� - temperature drops below freezing. Chemically acceptable antifreeze solutions include ethylene glycol (automotive antifreeze),propylene glycol(food-grade antifreeze)and . F,eerglae Ressmar calcium chloride(non-toxic brine).However,before selecting the antifreeze solution,consult local environmental codes for possible Caterer i restrictions—particularly if using ethylene glycol. 2,Slope - Hytlrostatic Monitor System ni %Glycol Mixture Freeze Protection (with water) Brine 20°F 20% N/A The liquid to fill the cavity must be gravity fed by pouring liquid into 0°F 80% the standpipe.A water hose may be used only if it is not screwed or N/A - attached to any of the monitoring fittings.Connecting apressuriz- 20°F 40% N/A -40°F 50% Premixed' ed hose directly to the monitoring fitting will over-pressurize the 'As supplied by OIC Tanks corp. cavity and will damage the tank. If the tank is sloped,fill the annular space from the low end of the sloped If using glycol antifreezes,mix the antifreeze solution before pouring into tank Continue to fill the cavity with water until liquid begins to overflowthe thetankcavity.Brine antifreeze provided by O/C tanks is premixed and standpipes.Refilling the cavity through the fill standpipe will be required. ready to use without the need for mixing or blending. After water overflows the Fiberglas reservoir,replace the plug in the reservoir fitting. C3. Jobsite Safety Precautions Disconnect the standpipeatthe low end ofthe tank and replace the fitting 7 plug.The standpipe at the high end of the tank remains connected to the Wearsafety glasses and protective clothing when mixing or handling any monitoring fitting. antifreeze solution.Inthe eventof an accident,takethe following action: The cavityand remaining standpipe are gravity filled until the liquid level Contact' in the remaining standpipe is at least 2'higher than the tank top.Tighten Contact may cause minor eye injury and skin irritation.Incaseofcomact the lower monitoring fittings securely. with eyes,promptly flush eyes with plenty of water for at least 15 minutes TeStlo • and get medical attention.For skin,flush skin with plenty of water. g Ingestion- Continue refilling to the 2'level on the standpipe until the liquid level May cause gastrointestinal irritation or ulceration.if swallowed,induce stabilizes(less than 1"drop in 4 hours). vomiting and consult a physician. If backfilling after tilling the annular space,thoroughly check the outer Spillage: tank for leaks.An exterior leak detected before backfilling is simple to repair.Do not backfill a tank with a known or suspected leak in the outer Flush area with plenty of water.Surfaces on which people walk may wall. remain wet longer due to moisture being held by spilled material. Remove a primary tank fitting plug and inspect the inner tank for leaks Do not enter the tank without adequate safety protection. C4. Filling the Annular Space In the unlikely event a tank leak is discovered,call the O/C Tanks Field Service Manager to schedule a tank repair.Telephone:(419)248-8196. Where safetycontractor may sloptate, the backfilltank 2the 1' first,then fillthe annular Atter the liquid level has stabilized,disconnect the remaining fill standpipe space.The contractor maymay copethe tank alarms minimize ate Ifthe in and plug the monitoring fitting.Additional fluid maybe added,if tiberghe l sresy. poiriped sl located near talse he sett a the tank i It the necessary,in the Fiberglas reservoir so that the reservoir is 2/3 full. Fiberglas reservoir is located near the tank end,set the tank in the excavation with the reservoir placed at the high end of the tank.Where Jobsite conditions permit,fill the annular space with liquid prior to backfilling. 4'NPT Monitoring Fittings High End of Tank V Fpergras Rasarvort Optional 2'Slope Hydrostatic Monitor System • 8 C5. Fiberglas° Reservoir Sensor C6. Electrical After filling with liquid,the level in the Fi berglas reservoir maybe All electrical connections must be in accordance with local codes.To wire monitored periodically by using a dipstick or continuously by using the the reservoir sensor tot he control panel use 16 AWG or 14 AWG,type optional reservoir sensor,in conjunction with an optional electronic con- THHN or type MTW(contractor supplied).Wiring must be placed in water tool panel - tight conduit and junction boxes.Sensor wiring(intrinsically safe)must • The monitoring sensor is placed into the Fiberglas reservoir through a 4" not be placed in the same conduit as non intrinsically safe wiring. diameter riser pipe from grade.The sensor includes the riser pipe cap with a 16"length of flexible conduit,which is connected to a NEMA 4 or C7. Testing NEMA 6 electrical junction box(contractor supplied). g The PVC riser pipe cap is designed to slip on and off the PVC fitting install- Remove the sensor from the Fiberglas reservoir to simulate a low liquid ed on the top of the riser pipe.These pipe fitting connections are designed level condition;removing the sensor from the fluid in the reservoir will to provide quick and easy access to the sensor and reservoir without activate the control panel low level alarm.Then,immerse the sensor into disconnecting any electrical or piping connections.However,for bucket of water to activate the high level alarm. extreme high groundwater conditions,to prevent the intrusion of groundwater into the reservoir,the factory drilled vent holes(4)in the PVC riser pipe cap must be plugged and a separate vent line C8. Reservoir Leak Detection installed from the riser pipe to above ground.In addition,the PVC riser pipe top should be glued to the riser pipe fitting. I n the event of an alarm condition,remove the riser pipe cap and extract the reservoir sensor.Then use a dipstick to measure the reservoir liquid level to determine if the low or high Ievel alarm was tri pped.If the dipstick measurement is 1.25"(2.00"for tanks 15,000 gallon capacity or larger) Reservoir sensor or less,the reservoir has drat ned,indicati ng a low level alarm.If the Model R510 shown dipstick measurement is 14"or higher,the high level alarm was Flexible conduit activated. Adjustable e. lead cable For a low level alarm,refill the reservoir to 2/3 full and continue monitori ng. For a high level alarm,remove liquid from the reservoir until it is 2/3 full and continue monitoring. If an alarm condition occurs and the reservoir level is normal,the control 1 vent holes panel is improperly wired(consult your local electrician)orhas adefec- 1 Riser pipe hve component.(See Section D9 on Control Panel False Alarms.) High liquid c Irvel swAch � If an additional low level or high level alarm occurs,call the OIC Tanks Riser pipe Field Service Manager at 419-248-8196. fitting 4"Diameter Fiberglas®Reservoir Installation Detail For Low liquid thermally Adjustable Extreme High Water Conditions level switch threaded lead cable Part rated �' Concrete p� plastic razing Traffx:Pad y "� ^Us�X�o� NEMA6 Junction Box • \Plug factory Paseiveir_ drilled!holes _ Fiberglass Reservoir Nominal Installation Detail vane to grade _ 4 . Concrete FRP reservoir Riser pipe cap o o o o o and fitting Junction Conduit _ Risere" box" tocontrolpanel Double wa0 tank FSG (Nema-4) (watertight) Reservoir High level alarm sensor Low level alarm guitl Monilodrg FRP Fluitl reservoir i -Contractor supplied;use NEMA6 Double wall tank ifor high groundwater conditions • 9 Installation Instructions— Electronic Control Panel Models SB0011B and SB0014B Installation of Model SB0011 B is detailed in this section and Figure B. Reference Figure C for model SB0014B circuit diagram. D3. Sensor Circuit MOdelSB00116 The pre-assembled reservoir sensor is ready to wire(contractor supplied) • to the control panel.For intrinsically safe wiring,use 16 AW G or 14 AW G, type THHN or type MTW(contractor supplied).For UL rated applications Alarm Test the maximum wiring distance between the sensor and control panel is Button 1,750feet The wiring for the sensor circuit enters the right conduit at the (onside) bottom of the control panel and is connected to terminals Sl&G1. Alarm Light ModeI SB00118 ° erm ormal Light Shown A� nce Button ` In $ I Bell Padlock Hasp Model SB00148 Alarm Test Power Circuit Ground Sensor Circuit Button (To 120 Volts AC) TO Ground Lug (To Sensor Assembly) PAIarmLighl Bell Silence Button On the four circuit control panel(Model SB0014B),there are four terminal pairs(S1,G1 S2,G2 S3,G3 S4,G4).Connect a separate sensor to each terminal pair.If less than four monitoring circuits are used,a ormal Light jumperwire is required to separately connect each unused terminal pair. 6Alarm D4. Optional Warning Device Circuit Bell Padlock The tank owner may specify additional warning devices to be provided by Hasp the contractor.The optional warning device circuits enter the panel at the center conduit. • D1. Location Transmission Contact Switch WARNING:LOCATE THE CONTROL PANEL IN A NOW An automatic telephone dialer ypically requires only a contact switch to HAZARDOUS AREA WHERE AN EXPLOSIVE ENVIRONMENT WILL activate the dialing function.The telephone dialer is plugged(or wired j NEVER EXIST.The control panel can be wall mounted usingthe directly)into an electrical outlet for the power source.The power source provided mounting hardware. for the dialer is not supplied by the control panel,With power to the con- !, trol panel,normally closed contacts are at terminals 3 and 4.These ter- minals will open—providing the switching mechanism to activate the D2. Power Circuit dialer—when the control panel goes into the alarm mode. The control panel is pre-assembled and ready to wire.A120 volt AC Model S800118 � power source is required.All wiring must be in accordance with local j Shown codes.The power circuit win ng(contractor provided)enters the left con- duit at the bottom of the control panel and is connected to terminals L1 and L2. � Be ! 1i w Model SS00118 Shown O O r" e ) rrte11�� Power Circuit senor Circuit ®I G' (To 120 Ville AC) TO Ground Contact Rc Se�vsm,Assemdyl IIFLLL4aaa,.1111111 SwitcM1 it Q e e 0 Power Circuit Automatic Telephone j (ro 120 Volts AC) pM1one Gialer Line I I1 PowerCircuit Ground Power Source Switch (TG 120 Volts AC) Lug To Ground A typical wi ring diagram is provided for accessories requiring power such as a light beacon.The wiring diagram(see Figure B)will provide 120 volts A or rcuit-breaker(contractor provided)common to other devices is AC,the optional warning device m ust be rated for 300 watts or less. • recommended.U sing a circuit breaker common to other devices will Win ng in ust be placed in watertight conduit and junction boxes.Sensor increase the probability the tank owner is aware of a tripped ci rcuit wiring(intrinsically safe)must not be placed in same conduit as non- breaker.if there is no power to the control panel,the alarm bell and other intrinsically safe wui ng, warning devices cannot be activated.In areas where extreme line tran- sients occur,additional surge protection should be installed on the incoming supply source. 10 f D5. Alarm Bell Silence Button D8. Leak Detection The control panel is equipped with a Bell Silence Button which when In the unlikely event the reservoir totally drains,the control panel alarm depressed will silence the alarm bel I.if a second alarm condition occurs, will be activated—the warning light will illuminate,the alarm bell will the alarm bell will activate again. sound,and the transmission contacts will activate any accessory alarm devices. D6. Normal O eration The alarm bell can be temporarily silenced by push in the BelI Silence P Button.Under this condition,the''WARNING"light remains on,and the A stable liquid level range in the reservoir indicates that both the inner and ''NORMAL"light is off. outer wall of the double-wall tank are leak-free.The liquid level in the See Section CS on Reservoir Leak Detection reservoir will fluctuate as the temperature of the incomi ng stored product changes.The reservoir is designed to provide adequate capacity for nor- mal thermal expansion and contraction.As long as the reservoir liquid D9. Control Panel False Alarms level is in the normal range,the''NORMAL"light is illuminated li continuously. A control panel false alarm occurs when the panel goes into the alarm mode,but the reservoir liquid level is still in the normal range.Although rare,these types of false alarms typically result from the failure of an elec- D7. Testing and Maintenance tronic component inside the control panel.All electronic components must function properly to maintain the"NORMAL"condition,An elec- Thecontrolpanelwarningsystemshouldbecheckedatleastonceper trical component failure will result in an''ALARM"condition.Refer to the year.Depress the"TEST BUTTON"switch located on the front of the troubleshooting guide on page 14 to identify the specific problem. control panel to verify that each circuit is operational.This"TEST BUTTON 'verifies the operation of the internal circuits of the control panel.However,it does not test the operation of the monitoring sensors. A faulty circuit in the control panel can be diagnosed using the troubleshooting guide(See Figure A).Contact the O/C Tanks Field Service Manager for control panel replacement parts. Installation Instructions—Switch Panel Models SP1 and SP4 E1 . General E4. Transmission Contact Switch The switch panel will double the number of piping and double-wall tank In the event the piping sump sensor detects liquid in the piping sensors which can be monitored with the O/C Tanks supplied electronic sump,O/C Tanks recommends that the power to the submersible control panels.A switch panel connects a tank sensor and piping sump sump be disconnected.This can be performed automatically by pro- sensor to one monitoring circuit of the control panel.In an alarm condi- viding an electrical feedback circuit from the monitoring system to tion,when both the tank and piping sump sensor are connected to the disengage the submersible pump.The transmission contacts inthe elec- samemonitoring circuit,the switch panel is used to determine which sen- tronic control panel can provide the switching mechanism for this feed- • sor is in the alarm mode.The switch panels can also be used to connect a back circuit, maximum of two reservoir sensors to each monitoring ci rcuit. The four circuit control panel(Model SB0014B)has four separate sets of I nstallation of M odel SP l is detailed in this section and Figure D. transmission contacts.When the tank sensor and piping sump sensor are Reference Figure E for Model SP4 circuit diagramconnected in series usi ng a switch panel,an alarm in either sensor would - activate the transmission contacts for that monitoring circuit.It the tank sensor and pipe sump sensor are wired on separate monitoring circuits. E2. Location using the four circuit control panel,each sensor would activate a separate set of transmission contacts. - - WARNING:LOCATE THE SWITCH PANEL IN A NON-HAZARDOUS AREA WHERE AN EXPLOSIVE ENVIRONMENT WILL NEVER EXIST, preferably next to the electronic control panel.The switch panel can be E5. Testing wall mounted using the provided mounting hardware. After connecting the tank sensor,the pipe sump sensor,and the switch panel to an operational control panel,activate the sensors to test the total E3. Sensor Circuits system.To test the tank sensor,remove the reservoir sensor from the reser-. voir.To test the pipe sump sensor,lift the trip rod on the sensor.Depress the For UL rated applications,the maximum wiring distance between the appropriate push button on the switch panel to temporarily silencethe control panel and the sensors is 1,750 feet.However,if a switch panel is alarm.This will determine which sensor is in the alarm mode. used the maximum wiring distance is 875 feet.For intrinsically safe wiring,use 16 AWG or 14 AWG,type THHN or type MTW(contractor sup- plied).Note.Keep intrinsically safe wiring separate from non-intrinsically E6. Leak Detection Using Switch safe wiring.The wiring from the switch panel(from terminals 1 and 2) enters the right conduit at the bottom of the control panel and is con- Panels nected to terminals S1 and G 1. In the unlikely event of an alarm condition,independently depress each On the four circuit control panel(Model SB001413),there are four terminal push button on the switch panel until the alarm is temporarily silenced. pairs(S1,G1 S2,G2 S3,G3 S4,G4).Connect a separate sensor cir- The push button which silences the alarm indicates which sensor is in the cuit from the switch panel(Model SP4)to each terminal pair.Iflessthan alarm mode. four sensor circuits are used,a jumper wire is required to separate- ly connect each unused terminal pair in the control panel. The tank sensor(from the reservoir)and the piping sump sensor are wired to the switch panel.Connect the tank sensor wires to terminal 3 and the white wire to terminal 4 and the sump sensor wires to terminals 5 and 6 in the switch panel.The switch panel is pre-wired so that the tank and pipe sump sensors are connected in series. • F 11 Piping Sumps Model PS 42-2213, PS 42-306, SPS 42-22A, and SPS 42-30A As the bolts are tightened,the T-nut will permanently imbed itself i n the F1. General fiberglass manwayfIan ge.Asurface-mounted piping sump will prevent future access to the tank from the manway. • The piping sump provides containment of a submersible pump leak and also provides a termination point for double-wall piping systems. Fli. Hydrostatic Water Test The piping sump is produced in two pieces:atop half and bottom half. 7 The bottom half is surface mounted on the manwaywh ere the submersi- Use the supplied cork manway gasket,silicone caulk and ble pump will be located.After completing the piping and wiring connec- metal/neoprene washers to surface mount the piping sump on them a n- tions to the submersible pump and optional piping sump sensor,the top way cover.After tighten in gall bolts,fill the piping sump bottom with one and bottom halves are cemented together using the two-part adhesive to two inches of water.Allowthewater to stand at least 12 hours while used for fiberglass pipe connections. other work is being performed. Inspect the bolts and underside of the tank manway for potential leaks. F2. Handling Tighten bolts or repair any gasketslseals as indicated by the presence of moisture. Wear gloves to manually lift the piping sump.Do not roll or drop.Set on smoothgroundif high winds are anticipated,the contractor is responsi- ble for tying down to prevent damage from being moved by high winds. The pipe sump fittings are standard FRP couplings.Any unused pipe fit- tings can be plugged using standard FRP pipe plugs. F3. Inspection The primary piping passes through the pipe sump fitting.The outer jacket Before installation visually inspect the piping sump for potential impactor of the double-wall piping is cemented to the pipe sump fitting.Fiberglasspipe manufactured by Smith Fiberglass or Ameron is compatible withthe handling damage. - pipe sump fitting. F4. Tank Burial Depth F8. Typical Configurations The piping sump is designed for a tank burial depth of 48"from the tank Double-wall piping is stifferand less forgiving of improper align- toptograde.Deeper burial depths are possible by using a 24"manway ment than single-wall piping.Layout the piping trench and piping extension. sump orientation to assure that the piping system can be con- The piping sump bottom can beout inthe field toaccommodate tank nected properly.It maybe necessary to rotate the manway cover burial depths less than 48"but above 36".Use a sabre saw or circular and submersible pump so that the primary piping inside the piping saw with carbide tipped masonry blades to trim up to 12"off the upper sump is properly aligned to interface with the double-wall piping edge of the piping sump buffoon. system. The primary piping that connects to the submersible pump can be rigid Piping Sump Bottom FRP piping or flexible connectors.Although flexible connectors are more Up to 12 inches may be trimmed costly,they will minimize potential piping alignment problems inside the from the upper edge of the piping of pi ng sum p,particularly for contractors not familiar with double-wall pi p- . sump bottom. �T ing systems.Two typical piping configurations are shown: 2"maximum cubes Submersible pump Offset From Center 28e/" (Red Jacket Only) submersible pump Pipe sura fittirg 3" Outer wall pipe Union 3" O —Naples go"ell Flexible connector F5. Surface Mounting on a 2211 or 3011 Primary 30"long Ppe2 Manway corer Manway FRP fang (10229 8) threaded female by bell If the pi ping sump is to be surface mounted on the manway,first remove Optional vent and/or stage 2 Piping sump the existing bolts on the manway cover.Rotate the manway cover to vapor recovery line align the fittings and submersible pump with the intended piping run(see typical piping configuration).Wipe the manway cover to remove any dirt,gravel or other foreign substances that may interfere !, with the gasket.Place the supplied cork gasket on top of the steel cover and align it with the bolt pattern.Position the bottom of piping sump on Note:when using the submersible pump offset from the center of manway,thamaximum top of the gasket. height for the submersible pump(without leak detector)is 28"from the manway cover; his allows ample room to remove the submersible pump for maintenance.A minimum height of 26"is Use the supplied the piping sump andeman ay over,eal dile holes. recommended to avoid over.stressing the flexible connector. I Before bolting the piping sump to the manway cover,fill the bolt � holes with silicone caulk.After caulking the bolt holes,fasten the sump onto the manway using the bolts and neoprene coated vertical Height Restriction washers.The neoprene coated washer must be installed with the Pump offset From Cerner neoprene side down to assure the piping sump is water tight. 9a;+vT`k a>,t, w4R"cRr cvs k uy, „d FirsI tarn: mit FA afl brit fwles llsecs,prerecoaretl .11,owie sxaersa bon uatarne asner cwk ro rrarmaY (rJeogene nae ew,nl Junction box" fflP i sump (Name 6) 1, �ngsskef 26'min 28 max • oonpre steer mareaycwer suibisioslptptng cork gasket - ca„k sump ensoi.- Tnuf 'Optional sump sensor kit is available from Ord Tanks - Narwaycorer FqP marmay "Contractor supplied;use NEMA 6 for high groundwater conditions 12 Allow a 2"minimum clearance between the top of the piping sump and F9. Electrical Connections the bottom ofthe concrete pad.Backfill to the top of the pipings ump,then place compressible foam board(48"L maximum x 48"W maximum x The 1"NPTelectrical couplings are field-installed using a grommet for a 2"thick—orequivalent layers)onto of the piping sump.The 9"thick "water-tight"seal.Each piping sump(PS Model only)includes four concrete traffic slab can be poured directly onto the compressible foam f threaded couplings,4 grommets,and one hole saw blade. board.However,the concrete must not come into direct contact I • Warning:O/C Tanks recommends the use of pneumatic tools.Do with the piping sump.Styrofoam or urethane foam sheathing maybe not use electricor ower tools where flammable vapors liquids used for the compressible board(contractor supplied);the minimum P P q 4 exist.Move the piping sump toasafe area prior todrilling with elec- length and width of the compressible board is 42". trical tools if flammable vapors or liquids exist.When drilling,be As an alternate to the compressible board a48"diameter riser(12"long) sure to wear gloves and eye protection. can be used to isolate the piping sump from the traffic slab.Allow a 6" f Use the 2"diameter carbide tipped hole saw blade provided to drill the minimum clearance between the bottom of the riser and top of the double wall pipe, electrical coupling entry holes In the side of the piping sump.The hole should be clean cut with defined edges.Any chipping or irregularities in the hole are potential sources of leaks.Afterthe hole is cut,insert the F12. Air Testing /Model Series SPS grommet;the fit should be easy but not sloppy.The grommet must be in g l place before the l"coupling is inserted. Only) F To install the l"NPT coupling provided with the grommet,use a lubricant For Model series SPS sumps,the air test must not exceed5psi. such as soapy water on the metal coupling and on the bore of the grommet.After lubricating,insert the coupling into the grommet from the Monitor the pressure for at least 30 minutes.While under pressure,soap grommet side with the larger diameter.Asthe coupling is pushed into the piping sump and check for leaks as indicated by soap bubbles. '1 position,the O.D.of the grommet expands and ssalsthe entry hole.The coupling should be inserted at least l"and should extend out at least l". If the coupling is inserted too far,pulling it out requires more forcethan F 13. Traffic Slab insertion,requiring lubricant.The coupling should be aligned square to - thepipingsumpalthoughthegrommetwillacceptsomemisalignment Model series PS piping sumps can be accessed through a 24"street without losing its sealbox;model series SPS sumps require a 30"street box. Piping sump model SPS is to be air tested after the electrical connections Traffic areas require a rebar reinforced concrete road surface to spanthe are made.Use seal-off fittings to make connections air tight. underground void created by the piping sump. F10. Monitoring F14. Piping Sump Sensor The piping sump can be equipped at the jobsite with an optional monitor to detect the presence of liquid in the piping sump.The monitoring sensor Pping Sump Sensor To junction box should be placed i n a protective casi ng,which has been perforated.The Model PSS casing is fastened to the sensor mounting bracket on the side of the pip- Lead wire 72"min. ing sump using a mounting clamp. The optional 0/C Tanks factory supplied pipe sump sensor is already Trip rod - mounted inside a plastic cast ng and is supplied with the mounting clamp. If the monitoring sensor detects liquid i n the pi pi ng sump,O/C Tanks ,,,,n Monitoring clamp recommends that the power on the submersible pump be disconnected. Sensor • This can be performed automatically by providing an electrical feedback mounting - circuitfromthemonitoringsystemtodisengagethesubmersiblepump. bracket (See Section D4:Transmission Contact Switch.) Stainless steel F11. Backfilling and Clearances float switch �o e o Perforated plastic casing After completing all piping and electrical connections,the top and bottom halves of the pipi ng sump are cemented together.Clean the joint area to insure maximum bonding strength.Use the two-part adhesive supplied l by the fiberglass pipe vendor.Apply a generous amount of mixed adhesive to both the bottom and the top joint.Place the top half i nto post- ti onand pressdown tosqueezeout theexcessiveadhesive.Follow other Using the supplied mounting clamp,mount the piping sump sensor on installation instructions provided by the adhesive manufacturer, the sensor mounting bracket.For maximum sensitivity,the sensor must Hand place gravel around and under the bottom of the pi ping sum p. rest on the bottom of the pi pi ng sum p. < The piping sump must be isolated from direct traffic loading. Thefloatswitch inactivated after2"ofliquid has accumulated inthe bot- tom of the piping sump—approximately 12 gallons of liquid.To improve the sump sensor sensitivity,add 2"of gravel to the bottom of the piping sump.With gravel,the sensor is activated by approximately 5 gallons of Reinforced concrete" Recommended surface Mounted liquid.If ravel is used in the sum p p 45 oter e"op both ways Pring Surrp Model PS42-22B shown q g pboHom,wrap the sum sensor Sides Rebar mat must extend and bottom with filter fabric to prevent small stones or grit from entering - 4 feet in al directors 24,street box" 9, the sensor casing. from center of riser The piping sump sensor can be wired directlyto the O/C Tanks supplied '�'-----x•+�` • •`�,3r-- electronic control panel or can be indirectly wired to the control panel 2"mininnum using an optional switch panel For intrinsically safe wiring,use 16 AWG or 14 AWG type THHN ortype MTW(contractor supplied)and NEMA-4 junction boxes.All electrical connections must be in accordance with cgmpresstle mom boom local and national electrical codes. 32 46"L%48`W%2 Ruck 1 After the sensor is installed and connected to an operating control panel, Bou 10 .00ublewaN -' the sensor can be tested by lifting the trip rod located on the top of the pore sensor. ° raw Gaze For details of wiring the Model PSS sensor see Figures Dand E. Push gravel - under sumpbottom W.,corer with finings Contractor averted items F15. Maintenance • Note:sensor wi ri no must be in water tight Gond of and junction boxes.Keep intrinsically safe Use caution for normal maintenance orinspection ofthe submersi- winng separate from non intrinsically safe wiringble pump and piping located in the piping sump. WARNING:FUEL VAPORS MAYBE PRESENT IN THE PIPING SUMP.KEEP ALL IGNITION SOURCES AWAY WHEN REMOVING THE PIPING SUMP LID. 13 G1 . Other Accessories Compression Rings Optional steel compression rings are available to connect a piping trench liner(flexible mem bra ne or fi berglass trench liner)to, •The manway cover. • •A Fiberglas attachment ring. •A Manway interface ring. When flexible membranes are used,a special caulk(supplied by the trench liner manufacturer)is applied to both sides of the liner before fastening it to the manway flange. Figure A: Troubleshooting Guide For Electronic Control Panels (Model S13001 B-Single Circuit Control Panel) Test Test Results Conclusion 1.0 Symptom:Reservoir Full,Alarm Bell On,Alarm Light On,Normal Light Off 1.1 Check Liquid Media,Remove Bell off,warning light off,normal light on Replace fluid sensor from reservoir.Insert sensor Bell on,warning light on,normal light off Proceed to Test 1.2 in container of fresh water. 1.2 Check Relay ISR1.Jumper ter- Bell on,warning light on,normal light off Replace relay ISR1 minals G&Lon relay ISR1. Bell off,warning light off,normal light on Proceed to Test 1.3 - 1.3Check Pushbutton orSensor. Bell on,warning lighten,normal light off Replace pushbutton switch Jumper terminals A&B on terminal strip. Bell off,warning light off,normal light on Inspect sensorand wiring for defects 2.0 Symptom:Alarm Bell Will Not Silence None 2.1 Check Silencer Button None Replace pushbutton 2.2 Check Relay R2. Replace relay R2 3.0 Symptom:Panel Normal-Pump Cutoff Contacts Open 3.1 Check Relay R1. None Replace relay R1 (Model S13001 413-Four Circuit Control Panel) Note:The Normal Light Will Be On Only When All Channels Are Normal 1.0 Symptom:Reservoir Full,Alarm Bell On,Warning Light On,Normal Light Off • 1.1 Check Liquid Media.Remove Sensor Bell off,warning light off,normal light on Replace fluid fromreservoir.Insertsensorin Bell on,warning light on,normallightoff Proceed to Test 1.2 container of freshwater. 1.2 Check ISR1 Relay.Jumper sensor Bell off,warning light off,normal light on Check field wiring terminals corresponding to channel Bell on,warning light on,normal light off Proceed to Test 1.3 alarming(i.e.channel 1 terminal pairs Sl and G1) 1.3 Verify Switches and Pots Are Switches and pots set correctly and Replace ISRI relay Set Correctly-Consult factory system alarming. before changing settings 2.0 Symptom:Reservoir Full,Alarm Bell On,Warning Light Off,Normal Light On 2.1 Check ISR1 Relay None Replace ISR1 relay 3.0 Symptom:Reservoir Full,Alarm Bell On,Warning Light Off,Normal Light Off 3.1 Check Warning Light Bulb - None Replace burned out bulb 4.0 Symptom:Reservoir Full,Alarm Bell Off,Warning Light On,Normal Light Off 4.1 Check ISR1 Relay None Replace ISR1 relay 5.0 Symptom:Reservoir Overfilled or Empty,Alarm Bell Off,Warning Light Off,Normal Light On SII 5.1 Push Test Button on Control Bell on,warning light on,normal light off Proceed to Test 5.2 1 Panel. Bell off,warning light off,normal light on Replace ISR l relay 5.2 Check Field Wiring.Remove sensor Bell on,warning light on,normal light off Replace sensor. ' from reservoir and disconnect sensor Bell off,warning light off,normal light on Field wiring shorted. ' wiring at junction box. 'Note:The monitoring circuit can appear normal if water is present in the junction box or conduit.Water can saturate the splice connections and mask an alarm signal.BE SURE ALL WIRING AND TERMINATIONS ARE PROTECTED FROM MOISTURE. • III 14 Figure B: Detailed Circuit Diagram Model SB0011 B Control Panel Single Tank With NORMAL Reservoir Sensor • X1 B WARNING 0 R c G D / \ NO D NC L SEAL-OFF FITTING AC wnTE----- IS ___ - SILENCER AC ISgI D1 _ALeCx___ - S I3 q G1 R2 1flESERVOIfl�COFINEUClL fl2 SENSORRl P/N 9AtE0xEVERE L2 R2 INTRINSICALLY SAFE RELAY gESERVOIq wIRE IB �RB�B� I 120VAC LI SELL L--- ---J roE FANTN ONSEMs GROUND OPOUND WARNING:LOCATE CONTROL PANEL INA NON-HAZARDOUS AREA WHERE AN EXPLOSIVE ATMOSPHERE WILL NOT EXIST AT ANY TIME. Figure C: Detailed Circuit Diagram for Control Panel Model SB00146 Four Tanks With Reservoir Sensors SPRING PER.,EN,`'u.xDL i5� P... A. . .D., o -_-_ -- _.. . R A..I.,. arron.. A_ • ® —ll II II r_� it III I ILL AFARAGSEP%.�.�HNTFIF-FTERI AS' Wx mxor.wusr I OFF _LI HIST Zx -----RIPA,—-——Jj ANARR I.E.'..a¢exsaa-SUR I cxOuxo IMPOST"T EFORRE PROCEEDING TV IRSTALL AND WIRE THESE INATESUCHADIS HELD WIRING P REAL. IRS N DINGS.1.AA,W,I'll WE Gx x.avnxw.xiw'uxn. xu®xo 2A.m ...rx�.e�F.D.m o�mx.i. "a.nme �OC TURN N....,...::aaN.:�mm...Ao.a,.:,.11,S'. ti,J ii .A.ES....,x.D,m.,n RAW IRS GA-RE :aa IFAI.oa:o: : ..x..ma..o. a o 0 0 0 4 AD TOBTS FAULT IS WE I w,...�xN..S.wx.x..,..a. .....:.�am' RRESIEDHASTExN E • RAZY HERFEREFFE A RARE HAD,PHASE I'll 2 A.1 AN POINI I'D INDIAN 111, WARNING:LOCATE CONTROL PANEL INA NON-HAZARDOUS AREA WHERE AN EXPLOSIVE ATMOSPHERE WILL NOT EXIST AT ANY TIME. 15 l Figure D: Detailed Circuit Diagram for Model S13001 B Control Panel With Model SP1 Switch Panel MWeIISPI = 10hpalal Single Tank With Sensors on the Tank Reservoir ModelS13001113 single CircuitControl Panel e"Z, s^% and on the Optional Piping Sump • i 1 G1 AN�;;�l Al PS P5 I I ti seal ol� .1in9 I I I I a'g r' Figure E: Detailed Circuit Diagram Model S13001 413 Control Panel with Model SP4 Switch Panel Fourorson Each Model S80014B Four Circuit Control Panel Sensors on Each Tank Reservoir and Sensors on Optional Piping Monitoring Monitoring Monitoring Monitoring Sumps circuit circuit circuit circuit P 1 2 3 4 If less than 4 monitoring circuits are used,ajumper ^ ^ ^ ^ wire isrequired paiiofter r______________________ St G1 52 G2 (453/) G3 S4 G4 ----- separately connect each I Q I unused pair of terminals. __________J t L________ I I I � I r-J I I I I jModel SP j r------------ r-- I switch panel I I I I I I •Tank Pipe Tank Pipe Tank Pipe IIIII _IIIIII sensor sensor IIIII1 IIIII sensor sensor IIIII JIIIII sensor sensor IIIII IIIII Tank Pipe sensor sensor r A5 As134 C15 36D5Al 1 C1 C2 C3 C4 CS D1 02 3 D L J J ` ml r I I - ml I J I j J L J apI 1'J I I J L �I J I J I m m I Safe area I I Safe area I I I I Sate area I I I I Seal off _ r-�-r� �-L-�, ,1L, F"117 �", fittings I 1 i 1 I I Hazardous I Hazardous I I I I Hazardous area area H � area Tank Piping Tank Piping Tank Piping Tank Piping reservoir sump reservoir Sump reservoir sump reservoir Sump sensor sensor sensor sensor sensor sensor sensor sensor WARNING:LOCATE CONTROL PANEL AND SWITCH PANEL INA NON-HAZARDOUS AREA WHERE AN EXPLOSIVE ATMOSPHERE CAN NOT EXIST AT ANY TIME. i O/C Tanks Corporation . . One Levis Square,Box 70025 - Limo PubNo3-PE 6304-0 in u.S .March,1989 Toledo,Ohio 43699-0025 6 1969 01C Tanks Core I C-3657-PA REVISED Sept., 1989 1 O 1 SPILL CONTAINER Installation and Maintenance Instructions OMPOR7AMM Please read these assembly and installa- tion instructions completely and carefully before starting. i . rT 1 x ry m � a •qt x � t•., •tib a e w, w k i4P . k yk`�P f^• . 1 3 e x A, f• �a 4 iyL �`Li r i• xS it `y c� LLLs. IMPORTANT: Information inside is essential to the proper installation and operation of the OPW 1 Spill Container. Please read i the following pages carefully prior to starting installation. Failure to do so may cause product failure, or result i in environmental contamination due to liquid leakage into the soil, creating hazardous spill conditions. WHY A SPILL CONTAINER? PRODUCT WARRANTY During normal filling of underground petroleum All OPW parts and products are thoroughly storage tanks, or when a tank is overfilled, small inspected and tested from the time raw material is amounts of petroleum product can be spilled. received at our plant until the product is com- These spills are costly, and they can cause pleted. We guarantee that all products are free groundwater contamination making them haz- from defects in materials and workmanship for a ardous to the environment. period of one year from the date of shipment. Any Because of the problems spills can create, state products that may prove defective within said one and federal authorities now have regulations year period will, at OPW's option, be promptly causing petroleum companies to have new stan- repaired or replaced or credit given for future dards for their equipment, new rules for operation orders. This warranty shall not apply to any prod- and new ways to keep spills from occuring. uct which has been altered in any way, which has For this reason, OPW has developed the OPW 1 been repaired by any party or when such failure is Spill Container. Designed to be installed on the due to misuse or conditions of use. OPW shall fillpipe of service station underground tanks, it have no liability for special or consequential offers the latest technology in catching spilled damages to any party, and shall have no liability liquid petroleums and prevents spilled products for labor costs, freight costs or any other cost or from entering the ground, thereby helping to elim- charges in excess of the invoice for the products. inate groundwater contamination. THIS WARRANTY IS IN LIEU OF ALL OTHER WARRANTIESGENERAL GUIDELINES SPECIFICALLY, THE WARRANTIES EXPRESS ORIMPLIEDOF MER- Follow the step-by-step instructions carefully. CHANTABILITY AND FITNESS FOR A PAR- • All threaded joints must be in conformance to TICULAR PURPOSE. THERE ARE NO applicable codes. WARRANTIES WHICH EXTEND BEYOND THE • Periodic scheduled maintenance and/or testing DESCRIPTION ON THE FACE HEREOF. are recommended. WARNING: OPW reserves the right to change (See Maintenance instructions.) specifications at any time without incurring obligations. • 0 ' 1 Read these installation instructions completely 0 and carefully prior to starting. The OPW 1 Spill OPW products should be used in compliance with Container is pre-assembled for your convenience applicable federal, state and local laws and reg- and ease of installation. Check to make sure the ulations. Product selection should be based on unit is intact and undamaged and all parts have physical specifications and limitations and com- been supplied. Never substitute parts for those patability with the environment and material to supplied. Doing so may cause product failure. be handled. OPW MAKES NO WARRANTY OF Failure to follow instructions may cause improper FITNESS FOR A PARTICULAR USE. product operation or premature failure which may All illustrations and specifications in this literature create hazardous conditions and/or environmen- are based on the latest production information tal contamination. available at the time of publication. Dover/OPW reserves the right to make changes at any time in prices, materials, specifications and models and to discontinue models without'notice or obligation. WARNING-DANGER! Using electrically-operated equipment near gasoline or gasoline vapors may result in fire or explosion, causing personal injury and property damage. Be sure that the working area is free from such hazards, and always use proper precautions. 2 s a o 0 0 The pre-assembled OPW 1 Spill Container is 0 t easy to install by carefully following these instruc- tions. Should you need help during installa- You can begin installation after the tanks have tion, call the OPW Fueling Components Group been set and the final grade level has been deter- Customer Service Department toll free at mined. It is recommended for proper surface 1-800-422-2525. water drainage that the spill container be installed Figure numbers correspond to step numbers for so that the bottom edge of the mounting ring is R easy reference. flush with the grade level when the stabilizer bars are in place. The concrete surface surrounding the mounting ring should start at the bottom edge of the slots and taper down to the grade level for a minimum distance of six inches beyond the outer edge of the ring. (Full directions on proper con- crete pouring follow.) MOUNTING RING 6 inch taper from mounting ring to grade GRADE LEVEL ',' ' GRADE LEVEL k, / BACK FILL OPW #1 Spill Container 0 IMPORTANT: Each of the numbered.steps in the installation instructions are designed to be your CHECKLIST for proper installation and troublefree operation of the OPW No. 1 Spill Container. Read and follow these steps carefully, checking them off as you proceed. Failure to follow these instructions may cause product failure or result in environmental con- tamination due to liquid leakage into the soil. 3 j e e o 0 0 Step 1 ❑ UNPACK UNIT 0 TM R *' To be ., prepared for the possibility of a grade change, you may want to install a coupling and TWI short nipple into the lower 4" spill container open- 42' pen- ing. This way, if the grade level changes, all you „ need to do is re-cut a new nipple. You will not r need to dig the backfill away from the tank and install a new riser. However, remember to allow for the additional length of these fittings when mea- suring for riser length. - . Ste 4 El CUT RISERS - P Remove the pre-assembled unit from its shipping carton and check that all parts are intact and the unit is undamaged. See packing list on page 7. Step 2 ❑ READ INSTRUCTIONSSMLLa o� CONI a. x • :. • 4i 'Abt k M � e q } x t t Cut the tank riser pipes Tank risers should be f constructed from 4", schedule 40 pipe, and Be sure to read these installation instructions threaded on both ends with 4" NPT threads. completely, then save them for later use. 1. UNp - Step 3 ❑ DETERMINE RISER Do not pre-cut the risers. Final tank depths and LENGTH grade slopes will vary, so all risers should be cut exactly for each tank at the site. Step 5 ❑ DEBURR RISER 13" Determine the riser length so that the distance << ' from grade level to the top of the riser pipe is 13". n 1Y 0 ' When the top of the riser is 13"from grade, the bottom edge of the spill container mounting ringfl will be flush with grade level. „ i 0 $ -X a , Make sure you are accurate when you measure After the risers have been cut and threaded, de- the riser length, because correct riser length is burr the inside diameter. This allows easy installa- crucial to proper surface water drainage. tion of the drop tube. 4 ' Step 6 ❑ APPLY Step 9 ❑ CHECK STABILIZER PIPE DOPE BARS Retaining Post Before screwing the riser into place, coat one end Stabilizer Bar with a non-hardening pipe dope. Shim as Step 7 ElINSTALL RISER Necessary Make sure the stabilizer bars are in the proper - � _ position. These bars help keep the unit square * ' and at the proper overall length while you are waiting to backfill and pour concrete. The installed g t . ;: height of the spill container can be increased up to a Yz by placing shims under the stabilizer bars, on the plastic support. To lower the installed height of the spill container, remove the stabilizer bars from Use a pipe wrench to tighten the coated end of the unit, flip over end for end so that the tabs face the riser into the tank bung. With the riser in place, down and replace them on retaining post of band check again to be sure that the distance from the clamp. Shim as required to stabilize the unit. grade level to the top of the riser is 13". Step 8 ❑ INSTALL SPILL Step 10 ❑ TIGHTEN SPILL CONTAINER CONTAINER :. 45� r= ;. • ' Na — — With the spill container snug on the.riser and the stabilizer bars in position, place a pipe wrench on If the depth measurement is at 13", carefully screw the bottom of the unit and finish tightening. the spill container onto the riser pipe. To do so, coat the top of the pipe with pipe dope. Then start 0 threading the spill container onto the riser by carefully turning the mounting ring until it is Do not wrench on smooth diameter. If secondary just snug. containment is to be used, keep the wrench on the ribbed area. 0 Do not attempt to completely tighten the container by using the mounting ring. Overtightening with the mounting ring will cause possible damage to the drain valve. 5 I Step 12 ❑ INSERT GROUNDING { SPRING 1 i � y i A y Check to make sure the stabilizer bars are still in place. Then install the grounding spring into the lower body of the unit. 0 Since it.can be difficult to fit a wrench into narrow Step 13 ❑ INSTALL NIPPLE 1 openings, the OPW 1 has been built with interior Coat one end of a 4" nipple with pipe dope. wrenching lugs. These lugs allow you to use a Thread the nipple into the lower body. For ease of spanner wrench or a T-Bar to finish the tightening. installation, a vertical strap wrench is recom- mended to tighten the nipple and adaptor. The Step 11 ❑ WIPE CLEAN length of the nipple will be determined by the type fill adaptor and cap you'll be using later. If you are using a combination of adaptors and caps, remember to allow a minimum distance of 11/2" between the Spill Container cover and tight fill cap. Tight Fill Nipple Adaptor Length �,. OPW61AS Side Seal 7" With the spill container in place, clean off excess OPW633T Top Seal 6" pipe dope from the inside of the riser pipe. Exces- OPW633TC Coax 51/4" { sive pipe dope prevents the unit from draining properly. OPW633TCP Poppetted Coax 41/4" 1 1 6 I i 1 Step 14 ❑ INSERT FILL TUBE, Step 17 El TEST ADAPTOR, CAP Every OPW #1 spill container is factory assem- bled and tested before it is shipped. However, every unit should be tested for leakage prior to pouring concrete. Test the spill container for leaks by filling the con- tainer with water. A drop in the water level after waiting one hour means that there is a leak. If a leak is found, check to see that the drain valve p is sealing properly. To do this, press down on the Install the drop tube. Install the appropriate tight fill operating button several times. cap and adaptor. If the unit still leaks, remove the drain valve assembly and replace it with the 11/2" NPT pipe Step 15 ❑ TEST TANK plug included in your installation kit. If the spill Do the required tank or riser connection leakage container holds water at this point, it means you tests. should go ahead and replace the valve assembly. If the unit continues to leak, the entire spill con- Step 16 ❑ BACKFILL tainer should be removed from the riser pipe and replaced with another. Re-test. Step 18 ❑ POUR CONCRETE t } y„ MOUNTING - RING COVER i STABILIZER BARS t.xa .d' ' >•.+. GRADE GRADE LEVEL LEVEL r; GRAVEL GUARD (BACK FILL) Backfill the spill container up to the bottom groove of the gravel guard. If you need to square the container or adjust its height, repeat Step 9. • Before pouring concrete, place plastic over the t) cover and mounting ring and tape in place to pro- tect from concrete splash. This will keep you from This adjustment should not be more than plus or having to scrub the ring after the concrete has minus 1"from the initial length of the unit.Remem- hardened. ber, there is built-in flexibility in the bellows for tank • Double check that the unit is level and at the shifting, settling, frost heave, etc. proper grade height. Also, make sure when you're adjusting the height •As you pour, be sure that the bottom edge of that you grab the container by the gravel guard. the mounting ring is always flush with the DO NOT MAKE ADJUSTMENTS BY PULLING grade level. OR PUSHING ON THE MOUNTING RING. • Ramp or dome the concrete away from the DOING SO CAN FORCE THE INTERIOR mounting ring. The concrete surface should start BELLOWS OUT OF POSITION. at the bottom edge of the water shed slots and ONE MORE NOTE OF CAUTION. Do.not loosen taper down to ground level, 6"from the outer edge the upper or lower clamps at any time during of the ring. installation. When the spill container is at the correct position, Continued on back finish backfilling to the proper height. •Afte[rthe concrete has dried, pull the duct tape or Test the spill container for leaks by filling the con- plastic off of the mounting ring. tainer with water. A drop in the water level after • If.no adjustments were made to the container waiting one hour means that there is a leak. earlier, the stabilizer bars should still be in place. If a leak is found, check to see that the drain valve The stabilizer bars and support tube should be is sealing properly. To do this, press down on the removed and discarded. Make sure the container operating button several times. is free of any debris. Remove the cover from any If the unit still leaks, remove the drain valve { packaging and replace it on the mounting ring. assembly and replace it with the 11/2' NPT pipe plug included in your installation kit. If the spill Step 19 ❑ TEST container holds water at this point, it means you Every OPW 1 spill container should be re-tested should go ahead and replace the valve assembly. for leakage, after the concrete has been poured. If the unit still leaks, the bellows should be The purpose is to find leakage due to damage replaced. This can be done by ordering an OPW done during the backfilling and concrete pouring 1BK Bellows Kit. The bellows can be replaced steps. without breaking concrete, follow the instructions provided. Re-test as above. NOTE:Items shown in BOLD are supplied loose In packing carton COVER D-1460•A - -- CAST ALUMINUM D•1460.1 „EM BOLT The OPW 1 is designed to require a minimum of wloerr;M CAREDBOARU 'I CAST IRON HEM NUT � maintenance. For best performance, however, U-10]4-M „10008 M WASE„ - be sure to follow these steps: _ H90818 M UPPER 1. Inspect and clean the interior of the spill -1----GRADE �_ CLAMP `LAM` container on a regular basis to remove any dirt LEVEL UPPER C3539-MEA or grit. RISER NIPPLE 2. Keep the drain valve clean. If the valve screen THERS, BAP51N�p�n becomes clogged, slide it up over the valve, 18„ _3 S INSTALLED ED I; BELLOWS MS clean it, and place it back into position. �''; 'i LOWER. CLAMP CLAMP 3. Inspect the container on a regular basis for SII DRIN 3AB°AEVE LOWER SEAL cracks or cuts. The container must remain tight C354SM 4'-8 INPT 'J HEM BOLT to do its job properly. H.IOOn-M CAPSOREWS - HEM NUT UmeJeM _ „.10808-M 4. Make sure that all seals and clamps are tight WASHER H 10M8.M and in their proper position. O.HINc4-.eaPT LOWER eoov HID813M " E-314 GROUNDING- 'IN �PLASTIC SUPPDRT it SPRING _ '�I� a RISER C 3 " N1081sM LOTHERS, 'iI PIPES S DROT NOT FURNISHED)TUBE (Nor awsHEm PIPE PLUG H10820M INSTRUCTIONS C-3657-PA Fueling Components Group P.O. BOX 405003 •CINCINNATI, OHIO 45240-5003 TELEPHONE(513)870-3219 ©Copyright 1989 Dover Corp./OPW Division OR 1-800-422-2525 Printed in U.S.A. I� r FIGURE 1 ` FIGURE 2 { .�i S ' FIGURE 3 FIGURE 4 +C p FIGURE 5 %� FIGURE 6 BRAVO TIM ISLAND CONTAINMENT SYSTEMS ISLAND CONTAINMENT BOX INSTALLATION INSTRUCTIONS FOR RETROFIT AND NEW SYSTEMS (1) DISCONNECT ALL ELECTRICAL POWER. (2) IF RETROFIT REMOVE EXISTING DISPENSERS. (3) MEASURE LENGTH AND WIDTH OF BRAVO CONTAINMENT BOX(fig. 1) (4) MEASURE EXISTING DISPENSER OPENING AND CUT CONCRETE TO FIT BOX. FOR NEW INSTALLATIONS FRAME IN BOX SIZE. NOTE: Retrofit installation measure depth of Bravo box from flange to bottom plus one inch and cut all existing inlet lines to this dimension from top of finish concrete. Drop box into hole and mark line locations on bottom of box. (5) DRILL MARKED HOLES IN BOTTOM OF BOX FOR ENTRY OF VAPOR AND ELECTRICAL LINES. USE APPROPRIATE DRILL SIZE FOR BULKHEAD FITTINGS WITH RUBBER SEALS. SIZES 1/2", 3/4" or 1" N.P.T. MAKE SURE BULKHEAD FITTINGS ARE TIGHT. (fig. 2) (6) IF NECESSARY MAKE ANY ADJUSTMENTS ON SHEAR VALVE HEIGHT BY RAISING OR LOWERING 1 1/2" BULKHEAD INLET FITTING. BE SURE BULKHEAD FITTING IS TIGHT FOR NO LEAKS. CONNECT TELEFLEX SWIVEL CONNECTOR ON BOTTOM AND INSTALL 3" HOSE SECONDARY LINE OVER TELEFLEX AND SECURE. (fig. 3&4) (7) INSTALL 1/2"TELEFLEX DRAIN LINE TO BOX VALVE (fig. 5) (8) INSTALL BRAVO BOX INTO PRECUT HOLE. (fig. 6) (9) CONNECT ELECTRICAL LINES AND VAPOR LINE (where applicable) TO BULKHEAD FITTINGS AT BOTTOM. CONNECT FLEXIBLE DRAIN TO VAPOR RETURN LINE WHERE AVAILABLE. (10) ANCHOR BRAVO BOX AND DISPENSER TO ISLAND. CONNECT DISPENSER SHEAR VALVE AND ELECTRICAL. BE CAREFUL OF FLOAT ARM. 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R v+hr 4y>unzht�4a3'iv-XVK°ie j8 ro � n+M8 tit k° i'rat+wz a E .� �r,� � "^,,. 5 ', : u.�4` Gt 3 '� c='k, .�`'Y��`KE y:'.xk,+�'"ar'��"`$z"E�".�"��� �;. . u�'a f M"„.tr.'5;x k. ;' ,�2,•t,. .^'�.4 k �' '�+ ' 51099' Pipe JacketTM Secondary Containment System a The Pipe JacketTM is a secondary containment system for steel or fiberglass underground piping. It is designed to perform as an air-tight guttering system, providing containment and protection of piping runs from under the dispensers UNLEADED to the submersible pump, including all swing joints or flexible connectors.Any leak in the primary pipe will flow from the high end of the system towards a collection sump at the low end of the system, where leak detection may be installed. � vt { PIPE OBSERVATION WELLS DISPENSER SUMPS.•j i I CONTAINMENT SUMPS —ELBOW li I , CONTAINMENT l • - --� CONTAINMENT TEE FITTINGS , TELESCOPING PIPE I a Complete Inspection and Testing The Pipe JacketTM consists of a variety of components designed to accommodate any primary piping layout and any type of underground storage tank. This pipe containment V.16' � t system includes the feature of Telescoping Pipe which permits complete inspection and testing of the primary piping before I the secondary piping is complete. The telescoping pipe and its associated fittings are made of a tough polyethylene �r material which has been independently tested to be suitable } for the application. Easy Installation The Pipe JacketTM is easy and fast to install requiring only a ratchet wrench or power nut driver.All connections are made mechanically using a combination of stainless steel clamps and buna-N rubber compression seals. After assembly of the Pipe JacketTM system is complete, an integrity test may be M performed by means of an air pressure soap test or hydrostatic test. Y Y za 44 i , aµ. v.rF e+ A• Q,S• ' fi `k, 3i. „-'�. �++w,3I rt� 2 `1 ., a _ �.:.�. N. •relAasa^4Y 'k•'� ..,..&,^ ti#�„psi•�tid: , 'st•,rsvacs :rmsc�.k:[L33?a" v a. 2-;` . .aw. .._..tn»� '.maa" ',; "" '"°T`•`-'vzn BEFORE AFTER Inside Sumps .. : The collection located at the low Ya end of the system contains the ¢ test reducer which connects the � r � ", primary pipe to the secondary ttr h{. t containment pipe. It is fitted with ` an air valve stem for integrity air testing. Elbowst Either 450 or 900 primary pipe t w elbows are contained by ex- tending the flexible section of ' telescoping pipe around the fitting. This flexible pipe feature works especially well in con- gested on gested piping areas such as piping crossovers and swing ' r ; joints. Ig Straight Runs w ,; di •may Nr Runs of primary pipe between a � fittings are contained with the telescoping pipe,which consists M x t of a smooth wall pipe surrounded 4M 3 = h a' a by a larger diameter convoluted " + wall pipe. It may be retracted and s •tea shifted from side to side to permit 5 inspection of primary pipe during c s/ integrity testing. rc ' `a Tee Fittings " Y The secondary containment tees $` , are installed over the primary tees, prior to the primary tees being connected and sealed to the primary pipe. After the primary pipe has been tested the > . secondary tees are connected to the telescoping pipe. p Under Islands Flex connectors or swing joints ¢, located beneath the dispenser js a island are contained with the flexible telescoping pipe. The Pipe Jacket7m terminates at or just under the primary pipe she ar s valve by means of a rubber t compression seal. ax " W IMP ' Ht ,g§xr. 7-77=77777MM... I �4���'y. l '.�q +�. 'id � '#+ fR ��r 4 lC y h+^ �� � r�"�'TA �� ���• ME`Y.cF N�1A� �� �klS�+tf Ye`„# �t �#i �"'k.Rz arc�„H',x. P � .. �.' �6 �"i'�.. -.'k:hx++v'�3 FGi`h''T��.rnwa ,. �'�a� tihb .m r�isNmabds<: ef.+v.elrf... x i< h,�+`f�ret�s.q�ic°Lv��a�"�'�'�<�w • c{ r � �+ �n �,b'4'a�? r et. q x m° c a*"}' �� x 4:RC �% �3 x r � c '� w < ✓ '+ s b+ ?x''"arr ?�' i.+ fr M� c2:�" R.2,yk ��� ,yr "��, ,�i� zs� kz ,}•!,�' T2 d+`�'r re xa �ha�%i��+Nz � '� �:_ � x . � ��-a. ��a�'•�.. � .: ...�. mrz3 :.r�.x .D,rt �ti C ,:„ :�.a..: ,r< ':': ... .w k"', 3" 9v',".S�Q,£wax<yssP+mswo+,srngw= -.mw.*>.,�sro• -wsw.e.,r�'w� a•.i Containment Sumps Total Containment, Inc. manufactures four different size Containment Sumps (42", 3611, 30" and 20" diameters) which are designed to perform as; (a) a collection sump for secondary containment piping; (b) secondary containment for a tank's fittings, submersible pump and manways; (c) a riser to permit access to the tank fittings by keeping out backfill r Water Tight Containment , , Containment Sumps come with access covers for sump entry and observation lids to permit periodic inspection. Both covers and lids are designed to prevent surface water from entering sump. Containment Sumps are available with a variety of mounting accessories for water-tight p' aa, l connections to underground storage tanks. Both the 36" and 42" Containment Sumps have height adjustable risers ` ; to accommodate variable tank burial depths. UA L'll* ylr S C M,}d Mvta fikl.l<c' .kary"c,�v'z'4Yit.'r. " S'4.�, t'r4�LJc7,"w_", Field Fabrication � 3, f Containment Sumps are easy to install and field fabricated. Pipe and conduit exits can be effectively sealed by use of Uniseal grommets. These grommets are available in a variety of sizes as a Sump/Riser accessory. Containment Sumps were designed specifically to accommodate they Pipe Jacket'" secondary containment piping but will also accept FRP containment piping. Pipe Jacket Monitoring The Pipe JacketT" containment system can be visually or electronically monitored at either the collection sump, located at the low end of the piping system, or at pipe observation wells located between the tank and dispenser. Total Containment, Inc. manufacturers a proven leak detection system which works well in both locations. 4Z 3 4 E s d �� �*n �z+'�.a,� r*3 �„ it �z,._ " sa 5� rye w•u x� '?�' �"' �, �„ � Stage One Stage Two Assembly Assembly z a A B F G D u H E D Pipe JacketTm Assembly There are primary stages of assembly for the Pipe Jacket"" secondary containment system. H The first stage of assembly involves the dry fitting of the primary pipe, installation of the Pipe Jacket"" components onto the primary piping, and permanent connection of the primary piping.The second stage of assembly involves the permanent connection of the Pipe Jacket"" components and integrity testing. Below is a reference list of the general step-by- step assembly procedures. M Stage One Assembly K A—Install grommets in sump n B—Install Test Reducers I L �(\ C—Install Tee Fittings and Seals D—Install Telescoping Pipe E—Connect all primary piping D Stage Two Assembly 0 F—Insert rigid pipe into grommet H b G—Connect Test Reducer H—Extend Telescoping Pipe L I—Connect Tee Fittings J—Connect Telescoping Pipe joints K—Inserting Flex Pipe under island L—Connecting Terminating Reducer E Integrity Testing K 0 M—Optional Observation Well N—Air pressure testing O—Hydrostatic testing s ,. �•. m. �. , �.. '057MMM ��'3r'#!�,'rwfwy �8h»aifi '4 �m"s . j'eh$ �y, 5tr�i`� .a.^?34+ .m .,> `-"-'"'r,�R'� y ` A V �"' 't a�i8s �.*s ,vC '$'��> y < ..�o-+xs ;x ;i } 1,1 < AX. � *4 rrti 3' C+'s Ri�"'�bztn*'vi. kr+ n x < xts 'fit ��""# *`�Xrs<Y�€ ery a' +eGny '+ .��✓! ;w' ;:r wF 'h 2�r� na' x 4k0" 3 r) �j. `k �j^ t..�h',M� k S �ryA'<y'}'�r � 'y�'�#Ij'�d��S �L'�X \{ +kk�� WA' W�Y w§"i'�µ�� }N..�� xt OYX ri') ) h 4 XF { = 5: F A •e�wi= •; 1`�:^�11}x��3,,Y•iSf '�SxY�3 � �t �.q��'"`Mx�ari'�E s��aT�5, $iz`rer��.z,.u��Mf'#€y�tq��r�yF�,v#�'e��a,��Y `,�*`+ ,a's`r���R',��* �4 x'v°�v. a z,���'`� ' vi r�i �".�. ;s4��'#'4 ���s z .✓sd�� `'"'�w"°''k''�k����.��a 'tr.,>�'*"sa' `'°.+�"�. �3afa ran� .�tss�n�`e ?�` >�x.�� 'u3x��,. '�.�,. '" ': ar � sr.. �: �3.,? ,�`.�, i'�' �9,e't.0 ;a3. .✓!a x c w, .r. �:_� 4,�,..+S:.s$'� 2%.tea" ''^ i :' e;nwa,'h"a K'xamYn� ^x�r�,x a;� *`, 4.c �,:i ,x .,,. k ;.xl ..tax<�eG Guide Specifications Short Form The contractor shall provide the Pipe Jacket Secondary Containment System, as manufactured by Total Containment, Inc., for containment of the underground primary piping system. This secondary containment system shall be installed and integrity tested in accordance with the manufacturer's published installation instructions. Long Form Design: The secondary containment system for underground piping, shall be of such a design, that it will completely contain the primary piping from under the dispenser to the tank, including the submersible pump housing and all swing joints. It shall allow for complete inspection of all primary pipe and fittings, during the primary pipe air-pressure/soap testing, before the secondary containment system is sealed. Product Compatibility:The secondary containment system for underground piping shall be compatible with the products to be stored. Corrosion Resistance: The secondary containment system for underground piping shall be non-corrosive, dielectric, non-degradable and resistant to attack from microbial growth. I Structural Integrity:The secondary containment system for underground piping shall be of a design and made of materials to have sufficient strength to withstand the maximum underground burial loads. Monitoring Capability: The secondary containment system for underground piping shall have a monitored collection sump at the low end of the containment system. Collection Sumps:The collection sumps located at the low end of the secondary containment piping system shall meet the following requirements: 1. Provide water tight tank connection, pipe exits and conduit exits. 2. Have a lid designed to prevent surface water from draining down into the sump. 3. Have a vent which will allow any collection of vapors to escape. 4. To have sufficient strength to keep out the surrounding back fill materials. ,a..,,' :>`",� �'an $; �S•;. la�k�n4 z..<�i. F.$;' �. a sr�'S� F sorsa �� Sar "'''4G;;'e .,,Lx F x:+:56 u,. .� :r 3� �,"/l.'.. gry' 'xm "a'M°"""`",m""�e}"a'°�r;awmP!aaee?T !.9C^9me',g,$®" xs✓ss.a S,•u �uvaaY'o-' ,7 , a r ' ' ' ' ' Quality Petroleum Systems, Inc. k � xtv <-ks g sy a s a a A ma ;y 1020 BROOKPARK RD. 44 z^yyr CLEVELAND,OHIO 44109-5624 r ' (216)351-6131 u3 ('zrr� J S K p { Y? Iaa+'gwzJ F wa FW q3.k% sAft"PAII, ART, a�A � '%"�3� ...ati��fi°s c �#r '$..�" • a j#d '�fi4aby.R rh ' O 'Y t'" "Y x' I��B$'a� g;e w�a< �s"�� �2°`s r� �y�,n iY�e `alk'}»e 'fi�"c,a$�'err* ,v�'a„y'`f n�c``a� aj�m".�rs'~�n v"✓�>� F`Yy s r,�sv ,rix .s�,,, r,r „� �' ; v p[ g 1. y� BRAVO TIM CONTAINMENT SYSTEMS* SHIPPING SHIPPING MAKE MODEL WEIGHT MAKE 7MODEL WEIGHT GILBARCO: BENNETT: SINGLE B-200GS 40 SINGLE B-20OBS 42 DUAL B-20OGD 48 DUAL B-20OBD 50 MPD B-20OGMPD 98 MPD B-200BMPD 98 TOKHEIM: DRESSER WAYNE: SINGLE B-200TS 38 SINGLE B-20ODS 42 DUAL B-20OTD 46 DUAL B-20ODD 48 MPD B-20OTMPD 96 MPD B-20ODMPD 96 SOUTHWEST: ALL PRICES UPON REQUEST SINGLE B-20OSS 38 'PATENT PENDING DUAL B-20OSD 46 MPD B-200SMPD 96 WHEN ORDERING CONTAINMENT it .a t BOXES FOR RETROFIT INSTALLA- TION ON OLDER DISPENSERS, PLEASE GIVE MAKE AND MODEL NUMBER. IF NOT AVAILABLE GIVE INSIDE BASE AND HOLD DOWN DIMENSIONS. (MPD SHOWN) WARRANTY Manufacturer guarantees all units to be free of defects in materials and workmanship for a period of one year from date of purchase. This warranty is void if there is any evidence of modification, abuse, negligence or improper installation. The warranty provisions in the above paragraph are our sole obligation and exclude all claims for labor or conse- quential damage resulting from the purchase. MANUFACTURED BY: DISTRIBUTED BY: S. BRAVO SYSTEMS INC. 137 S. Anderson Street Los Angeles, CA 90033 (213) 265-1389 FOB FACTORY BRAVO TM ISLAND CONTAINMENT SYSTEMS The first predesigned containment system for product leaks at the island — `PATENT PENDING FEATURES: • Adapts to all dispenser models • Available for new or retrofit installations • Liquid tight construction • Prevents gasoline ,loss at the dispenser impact valves • Automatic shut down at dispenser or turbine if a leak occurs • Product return valve to underground tank ENDORSED BY: • California Air Resources Board • Los Angeles Fire Department • County Environmental Department GULF OF MAINE RESEARCH CENTER INC. ' NOTICE OF INTENT UNDER THE MASSACHUSETTS WETLANDS PROTECTION ACT M.G.L. Chapter 131 S.40 ' NOTICE OF INTENT FOR CONSTRUCTION AT 295 DERBY STREET ' SALEM, MASSACHUSETTS SUBMITTED BY: ' GULF OF MAINE RESEACH CENTER INC. 204 LAFAYETTE STREET SALEM, MASSACHUSETTS ' FEBRUARY 20, 1990 t ' ENVIRONMENTAL CONSULTING SERVICES )O t 310 CMR 10.99 Form 3 g�01 DE?Frb Na. A Commonwealth (To be aoYW oeri of Massacnusetls - iown Salem Notice of Intent Under the Massachusetts Wetlands Protection Act, G.L. c. 131, §40 and ' Application for a Department of the Army Permit Part 1:General Information 1 . Location: Street Address 295 Derby Street , Salem, MA ' 4 Lot Number 442 2, Project: Tyoe Emergency Descnohon Excavation and replacement of three 10 , 000 gallon sub-surface gasoline storage tanks excavation an stock-piling of gasoline contaminated soil within tha 100 foot buffer ' zone of a coastal bank; dicharge of treated water into the South River. 3. Registry: County Essex Current Book 05719 &Page 0168 ' Certificate(It Registered Land) ' 4. Applicant Gibbs Oil COmpany Tel. 617 289 5498 ' Address 41 Lee Burbank Highway Revere MA 02151 Gibbs Oil Company Tel.617 289 5498 5. Prepertv Owner ' Address 41 Lee Burbank Highway Revere MA 02151 ' Gulf of Maine Research Center , Inc . Tel 508 745-6618 6. Reoresentatwe Address 204 Lafayette St. , Salem, MA 01970 ' 7. a. Have the Conservation Commission and the Departments Regional Office eacn been sent. by certified mail or hand delivery, 2 copies of completed Notice of Intent, with supporting plans and documents? ' Yes X] No — b. Has the fee been submitted? Z Yes " No c. Total Filing Fee Submitted $525. 00 (category 3 d. City/Town Share of Filing Fee 27 5 . 0 0 State Share of Fling Fee $250 on ' (sent to City/Townl (Vx of fee in excess of S25. sent to DEP) e. Is a brief statement attached indicating how the applicant calculated the fee? CXYes C No ' Effective 11f10/89 t Have all ootainaple permits.variances and approvals redwred by local by-law been obtained? Yes No -- Obtained: Obtained: Aponeci For: Not Applied For ' Tank Removal Permit Salem Fire Prevention ' Office ' 9. Is any portion of the site subject to a Wetlands Restriction Order pursuant to G.L. C. 131 . §40A or G.L. c. 130. §105? Yes No XX ' 1 0. List all plans and supporting documents submitted with this Notice of Intent. Identifying Title. Date NumoerfLetter L1 Letter from US EPA 6 "_t___ 19913 ' R1 Letter from Gulf of Maine 19 February 1990 i' P1 FIRM MAP 11 Check those resource areas within wnich work is proposed: (a) M Butier Zone (b) Inlanc: Bank' Land Subject to Flooding. ' = Bordenna vegetated Wetland' _ Bordering Land Under Water Body&Waterway' - Isolated ' (c)Coastal: -X Land Under the Ocean' = Designated Port Area' Coastal BeacnCoastal Dune ' - Barner Beacn = Coastal Bank Rccky Intertical Shore' - Salt Marsh' Land Under Salt Pond' _ Land Containing Shellfish' ' = Fish Run' Likely to involve U.S. Army Corps of Engineers concurrent jurisdiction. See General Instructions for ' Compieunc Notice of Intent. 3-2 12. Is the wetland resource area to be altered by the proposed work located on the most recent Estimated Habitat Map of any) of rare, "state-listed" verteorate and invertebrate animal species ' occurrences provided to the conservation commission by the Natural Heritage and Endangered Species Program? YES [ ] NO ( X] Date printed on the Estimated Habitat Map issued NO MAP AVAILABLE [ J lit any) January 1989 ' If yes, have you completed an Appendix A and a Notice of Intent and filed them, along with supporting documentation with the Natural Heritage and Endangered Species Program by certified mail or hand delivery, so that the Program shall have received Appendix A prior to the filing of this Notice of Intent? YES ( ] NO [ j 1 1 j t 1 - 3•3 1 Pert it:Site Description Idlcate which of the following information has been provided (on a plan,in narrative description or calcuta- ons)to clearly, completely and accurately describe existing site conditions. Identifying N umcieri Letter of plan, narrative or calculations I Natural Features: Rl Sods RI Vegetation ' R1 Topography Rl Open water bodies(including ponds and takes) R1 , Ll Flowing water bodies llnciuding streams and rivers) ' n.a. Public and private surface water and ground water supplies on or within 100 feet of site n. a. Maximum annual ground water elevations with dates and location of test Rl . P1 Boundaries of resource areas checked under Part I, item 1 1 above n. a. Other Man-made Features: Rl Structures(such as buildings, piers.towers and headwalls) na Drainage and flood control facilities at the site and immediately off the site. including culverts and open channels (with inverts),dams and dikes ' n. a. Subsurface sewage disposal systems n.a. Underground utilities R1 Roadways and parking areas Rl Property boundaries. easements and rights-of-way n.a. Other Iart III: Work Description ndicate wnlcn of the following information has been provided(on a plan, in narrative description or calcula- tions)to clearly. completely and accurately describe work proposed within each of the resource areas necked in Part 1, item 1 1 above. Identifying Numcier/Letter (of plan, narrative or calcwationsl ?lanv;-.w and Cross Section of: ' R1 51ruC...-res(such as ouiiomds. piers. lowers and heaowalls) n. a. Drainage and flood control facilities.including culverts and open channels(with inverts). dams and dikes ' n. a. Subsurface sewage disposal systems&underground utilities n. a. Filling, dreading and excavating, indicating volume and composition of material n. a. Compensatory storage areas, where required in accordance with Part III, Section 10:57 (a)of the regulations ' n. a. Wildlife habitat restoration or replication areas n. a. Other ' Point Source Discharge L1 Description of characteristics of discharge from point source(both closed and open cnannell, when point of discharge falls within resource area checked under Part 1. item ' 1 1 above. as supported by standard engineering calculations. data and clans. including but not limited to the following: 3-4 ' 1. Delineation of the drainage area contributing to the point of discharge. 2. Pre-and post-development oeaK run-otf from the drainage area. at the point of discharge, for at least the 1 0-year and 100-year frequency storm: ' 3. Pre-and post-development rate of infiltration contributing to the resource area cnecked under Part 1, item 11 above: 4. .Estimated water quality characteristics of pre-and post-development run-off at the point of discharge. ' Part IV:Mitigating Measures 1 . Clearly,completely and accurately describe,with reference to supporting plans and calculations where ' necessary: (a) All measures and designs proposed to meet the performance standards set forth under each re- source area specified in Part It or Part III of the regulations: Or (b) why the presumptions set forth under each resource area specified to Part II or Part III Of the regula- tions do not apply. I :X Coastal Resource Area Types eninvino numoer or Ielier - '^'a^o Land Subject to Coastal Storm Flowage or support documents Emergency work at this Site has occurred (and ' is on-going) within the estimated maximum flood R1 , P1 elevation of the theoretical 100 year storm evenf- Emergency activities have included the excavation, removal , and replacement of 3 sub-surface gaso- line storage tanks , and the storage of approximately 500 to 600 cubic yards of gasoline contaminated i ' soils . All contaminated soil has been isolated with 6 mil polypropylene and surrounded by an oil con- tainment boom; soils will be treated in accordande wi Coastal Resource Area Type: ioenutvino numoer or tetter ^land Land Under the Ocean 01 .1 i ' Emergency work at this site has involved Rl , L1 dewatering of the excavation cavity in order to replace underground storage tanks . ' The US EPA has authorized the applicant to 1 discharge up to 25 gallons of treated water per minute from a groundwater depression leading to ' an activated carbon treatment system, into the South River. No discharge can cause a petroleum' hydrocarbon sheen, and all water discharged is ' to be periodically smapled, in accordance with attachment L1 . i ' 3p Coastal Resource Area Tyoe. - IaennWing numoer or letter Ot supoort oocuroenis ' I _ In18na i I i I 2. Clearly. Ccntcletely ano accurately describe. wlln reference to suoporting plans ano calculations wnere necessary: t la) all measures and designs to regulate.work within the Buffer Zone so as to ensure that said work does not alter an area specified in Part I,Section 10.02(1) (a)of these regulations; or (b) if work in the Buffer Zone will alter such an area all measures and designs proposed to meet the ' performance standards established for the adjacent resource areaspecified in Part II or Part III of these regulations. r Coastal Resource Area TyoeBoraerea ey.100-Foot Discretionary Zone: laenntymo numoer or letter of supoon aocuments - '"'a"OCoastal Bank, Land Under the Ocean ' ( Emergency activities at this Site have occurred ( (and are on-going) within the 100 foot buffer R1 , PI zone of Coastal Bank and Land Under the Ocean. I ' Emergency work was inititated to remove leaking gasoline storage tanks (3 10 , 000 gallon tanks) a d has resulted in stockpiling of 500 to 600 cubic tyards of gasoline contaminated soil within 15 feet 1 o the resource areas . Six mil polypropylene has ' been placed above and below the contaminated soil) to isolate it clean substrate and precipitation. An oil containment boom and a filter fiber fence have been placed downgradient of stockpiled soil and the tank excavation site. 3.6 ' Pert V:Additional Information for a Department of the Army Permit ' 1 . COE ADvicanon No. 2. (to be orovicea by COE) (Name of waterway) ' 3. Names ana aadresses of prooerty owners adioinina your property: 1 ' Document cther oroject alternatives (i.e.. otner locations and/or construction methods. paruculariv those I.Iat wouia eummate the discharge of creaoec or fill material into waters or wetlands). ' 8l4" x 7 1 " drawings In planview and cross-section, showing the resource area and the pr000sea activ- rtv within the resource area. Drawings must be to scale and should be clear enough for photocopying. ' Certification is reduired from the Division of Water Pollution Control before the Federal permit can be issued.Certification may be obtained by contacting the Division of Water Pollution Control,1 Winter Street, Boston, Massachusetts 02108. Where the activity will take place within the area under the Massachusetts approved Coastal Zone Manaaement Program,the applicant certifies that his proposed activity complies with and will be conducted ' in a manner that is consistent with the approved program. Information provided will be used in evaluating the application for a permit and is made a matter of public ' record throuah issuance of a public notice.Disclosure of this information is voluntary,however,if necessary information Is not provided, the application cannot be processed nor can a permit be issued. ' I hereov certdv under the pains and benalties of perjury that the foregoing Notice of Intent and accomoanymg clans. cccumems and sucporting cava are true and complete, to the best of my knowledce. ' L) 'q 20 Febxuary 1990 Sjgfiature of Aocucant Date 20 February 1990 Signat46colicantRebresentative Date ' FORM E.repuon to ENG Form 4345 approved by HOCSACE. 6 Myv 198: NED 100 ITEST) . 1 MAY e2 ^1i• cocumrm comuny • into, Deootmem of the wrmy ..c star of Muuonuvtu .,at t•uon for . orrmn to obum perm...to. to oerf.rm .a t.ute. m Unuee St.to .urn. The OOice ' of M.n..emeot and Budnt I01481 hu .,proved bo.@ cuenl... re...r.e by the US Army Corps ci En..neer.. OMB Number 0402.0036 .n0 ..pinup. Lu of 00 September 1983 .pour. Thu ...tome.. .JI be no, to 6 o.ut troy. ' 3-7 7— A4 QM15 t SBM lFp '�- lqwpod :. Pak Tuck ik- Lobs t4-, If co.,,e Rock. Pt Jit of Tk VA% BEVERB A ........... ...... . A%�, N RB01 A., I nks A'. #fl�rPj 2 Tidal IkP, v/ ;V -TIE Q. S MTermi ta NJ & M. o� 1 X _k, Y 70' t PA Mia it 51[ Png Pt Lo h A./ �<l oc r 4 H.$p'u, $.b�% almEr v W: LRUBEL �y P Ali q —�YT I,'-- "'k -'Picke, < iTATY c0"F .If C LAND PARK C, J FIGURE 1 : SITE LOCATION SCALE: 1" = 2100' Base Map: USGS Salem Quad Topographic Map ' 1 GULF OF MAINE RESEARCH CENTER INC. ' ENVIRONMENTAL CONSULTING SERVICES 204 LAFAYETTE STREET ' SALEM, MA 01970 . (508) 745-6618 FAX (508) 741-8648 9 9�i ZdNE hP x F��c sq = 1iS S� CA v �A JP y IOFP STgF ° sr 5pP e ZONE C e sf 'FF � ZONE C ° h ON B sFT 20 SALEM COMMON P l m O QU PPE SpOtN� - + S OHZF9 ST9�lcT - a S �. 5 W PSH N 9� �• P��+ ss 96� { _ N �\ O m m s9 SITE wL i, II m N N >A% ' P 1 FIRM MAP CITY OF SALEM, MA ' SCALE 1"=500 ' MAP 1 OF 5 GULF OF MAINE RESEARCH CENTER INC. ' 4 ' STATEMENT OF FILING FEE CALCULATION ' GIBB'S OIL COMPANY, BP SERVICE STATION, 295 DERBY STREET, SALEM, MA ' CATEGORY 3 D. ' "Any activity associated with clean up of a hazardous waste..." ' Salem Share of Filing Fee $275.00 State Share of Filing Fee $250.00 ' TOTAL FILING FEE $525.00 1 1 i GULF OF MAINE RESEARCH CENTER INC. ' ENVIRONMENTAL CONSULTING SERVICES 204 LAFAYETTE STREET ' - SALEM, MA 01970 (508)745-6618 FAX (508) 741-8648 1445 MM DENNIS OR JUDY FIELD 7802.CEDAR RD. 216729.1739' -yatq_ .- i CHESTERLAND, OHIO 44026 _ _ 56-1567/412 Pay To The Order Of Dollars ' THE HUNTINGTON NATIONAL BANK BURTON,OHIO 4W�1 � For _. . - ' ®1:0412150321: 0263475715411' 1,445 1446 DENIMS OR JUDY FIELD 7802 CEDAR RD: 216 729-1739 ' CHESTERLAND, OHIO 44026 - 19_ 56-1503/412 i i Pay To The/Order Of L✓_ �/ ..__... $ Caw. Ire Dollars THE HUNTINGTON NATIONAL BANK + ' BURTON,OHIO O l For ' M ol:0412150321: 0263475715411' 1446 1 ' GULF OF MAINE RESEARCH CENTER INC. ' L1 Letter from US EPA ' 6 February 1990 1 1 1 ' �'1���'• UNITED STATES ENVIRONMENTAL PROTECTION AGENCY A y REGION I ENVIRONMENTAL SERVICES DIVISION s 60 WESTVIEW STREET, LEXINGTON,MASSACHUSEETT TS 02173-3185 'fit M011(, 6 February 1990 ' Mr. Michael Stanforth BP Oil Co. , Inc. 9047 Roswell Road, Suite 500 ' Atlanta, Georgia 30338 Re: NPDES Permit Exclusion ' Tank Replacement BP Service Station #00856 Salem, Massachusetts 01970 ' Dear Mr. Stanforth: Based on information provided by Mr Hayden Solomon of NudBUant to ' Environmental Technologies (HETI) , Inc. , I grant you, p exclusion Title 40 ofrom ethe de of Federal R , Part requi requirement foregationsa 1permit under the National Pollution Discharge Elimination System (NPDES) , in order that an ' excavation may be dewatered for the purpose of replacing underground storage tanks. Subject to other controls that may be established by the State of Massachusetts, and the City of Salem, you. are authorized to discharge up to 25 gallons of treated water per minute from a ' treatment system consisting of groundwater depression leadingfortto an activated carbon treatment system ( pP P e into the South River. The discharprior anticiated flow)ge must be donein accordance with the following provisions: ' 1, No discharge of oil , sufficient to cause a sheen (as defined in 40 CFR 110) , occurs to Broad Brook. The discharge of a ' sheen oil tontoil spill and t be reported, otheNationalResponse ceter (NRC) at 800) immediately,24-802 . If the NRC cannot be reached, the U. S. Coast ' Guard' s Marine Safety Office, in Boston, Massachusetts, must be contacted. That office's number is (617) 223-3000. 2 .' Security provisions are maintained to assure that system failure, vandalism, or other incident will be addressed in a timely fashion, preventing the loss of oil or contaminated water to the South River. ' 3 , Sampling and analysis, in accordance with EPA Methods, must be performed for Benzene, Toluene, Ethyl Ben b n chile Benzene ' and Xylenes (BTEX) . Total BTEX is not to exceed 100 ppb, may not exceed 5 ppb. Total Petroleum Hydrocarbons may not exceed 5 ppm. Sampling and analysis of the influent, between filters (if in series) , and the effluent to the receiving 2 and every ' waters, must a Cerinperfo , in the addition is portable e instrumentation day, during dewatering. must be used, at least every four hours f do not dischargeexceed assure that Total Petroleum Hydrocarbonsalit allowable limits. Analytical Reports, with quality control in and ttoithis off ce within t8 weeks ed to hof DcompletionEP lOf Engineer, the tank replacement. 4 . That you, or your contractor, provide 24 hours notice of the anticipated start-up of discharge. Because the purpose of this exclusion from the regulations is to allow dewatering during tank replacement activities, the exclusion will be in effect for 2 weeks from system start- up. Although 2 weeks, at a flow of up to 25 qpm is anticipated, the exclusion may be adjusted, verbally, if operational condition require (ie; weather) . If any questions should arise, please do not hesitate to contact me at (617) 860-4362 . Sincerely, ' David- W-,cd' Tordofff,,fiActing. Chief Response and Prevention Section cc: Capt. W. Bolland USCG MSO Boston ' T. Landry EPA M. 2iencino MaDEP-DWPC R. Chalpin Ma DEP-DSHW ' H. Solomon HETI GULF OF MAINE RESEARCH CENTER INC. II 1 Attachment R1 Report from Gulf of Maine Research Center, Inc. ' 19 February 1990 1 1 1 GULF OF MAINE RESEARCH CENTER INC. ' ENVIRONMENTAL CONSULTING SERVICES 204 LAFAYETTE STREET ' SALEM, MA 01970 (508) 745-6618 FAX (508) 741-8648 ' Salem Conservation Commission February 19, 1990 1 Salem Green ' Salem, MA 01970 ' Attention: John Valles, Chairman RE: Emergency construction activities at BP Service Station ' #00856, 295 Derby Street, Salem, Massachusetts ' Dear Chairman Valles: This letter is to provide further information regarding emergency construction activities associated with the removal and replacement of three 10,000 gallon sub-surface gasoline storage ' tanks at the above-referenced site. In response to a request from Mr. Dennis Field, an employee of Gibbs Oil Company, of Revere, Massachusetts, Gulf of Maine Research Center, Inc. (GMRC) conducted ' a site visit to this parcel of land, hereafter referred to as the Site. ' The purpose of the GMRC site inspection, conducted on February 16, 1990 was to gather information necessary for the preparation of an emergency Notice of Intent under the Massachusetts Wetlands ' Protection Act (M.G.L. Chapter 131 , Section 40) and Regulations (310 CMR 10.00), as well as the City of Salem Wetlands Bylaw. All Wetland Resource Areas described herein are defined according to ' the Massachusetts Wetlands Protection Act (M.G.L. Chapter 131 , Section 40) and Regulations (310 CMR 10.00), as well as the City of ' Salem Wetlands Bylaw. This letter constitutes an addition to the February 20, 1990 ' Notice of Intent for recent emergency construction activities at 295 Derby Street, Salem Massachusetts. Much of the information contained in this letter was obtained from Down to Earth Drilling, ' GULF OF MAINE RESEARCH CENTER INC. 2 Inc., of Westford, Massachusetts (Down to Earth Drilling has been contracted by Gibbs Petroleum to remove and replace sub-surface ' tanks on the Site). During permitted tank system testing at the Site in December of 1989, free-floating product (gasoline) was uncovered in a test ' well dug beside one of three 10,000 gal. underground gasoline storage tanks (all 3 underground fuel storage tanks are located within the buffer zone of the South River). As a result, additional ' work was to be conducted on the tank piping. At this point, The Salem Fire Prevention Officer concurred that it was appropriate to delay Site clean-up activities until the spring of 1990. tThe remaining two tanks were also uncovered in order to be tested for gasoline leakage. Because The Salem Fire Prevention ' Officer felt that the exposed tanks posed a safety threat, they were accordingly drained of all gasoline product. When gasoline was ' removed from these tanks, one tank broke free from its anchorage and floated towards the surface of the ground. ' Due to the imminent threat to public health, safety, and welfare associated with the "non-anchored tank", and because Site conditions indicated that the remaining 2 tanks might also break free of their anchors, the Salem Fire Department requested that all 3 tanks be immediatly removed and replaced. ' Accordingly, the original 3 tanks have been removed from the Site and replaced with three 10,000 gallon double-wall fiberglass ' gasoline storage tanks equipped with interstitial testing spaces. These new tanks will be covered with clean fill, graded, and paved. An effort will be made to isolate the clean fill from any ' contaminated soil remaining in the excavation cavity and all contaminated soil will be managed in accordance with The Massachusetts Contingency Plan ( 310 CMR 40.00 ) and Policy # WSC 89-001 . ' Due to the emergency nature of construction activities, and pursuant to Title 40 of the Code of Federal Regulations, Part 122.3 (d), Gibbs Petroleum Company obtained an exclusion from United ' States Environmental Protection Agency (US EPA) National Pollution Discharge Elimination System (NPDES) permit requirements (see Attachment L1 , February 6, 1990 letter from US EPA). This federal 1 ' GULF OF MAINE RESEARCH CENTER INC. ' 3 exclusion permits the applicant to dewater the excavation Site, ' treat the groundwater with an activated carbon treatment system, and discharge the treated water into the South River. t Approximately 500-600 cubic yards of gasoline-contaminated fill was excavated from the vicinity of the tanks and is currently stored on site, within the South River buffer zone, and within Land ' Subject to Coastal Storm Flowage (the 100 year floodplain). The soil stockpile, which lies approximately fifteen feet from the edge of the South River seawall (coastal bank), is surrounded with 6 mil polypropylene sheeting to prevent potential erosion, siltation, and contamination of the resource area. The stockpiled soil is ' surrrounded by an oil-containment boom to prevent any leachate from impacting the waterway. A filter fiber fence has been placed downgradient of stockpiled soil to further protect wetland resource ' areas. The immediate emergency tank removal and replacement is ' anticipated to be completed within several weeks. The stockpiled soil, contaminated groundwater, and remaining contaminated soils will be treated according to the Massachusetts Contingency Plan ' (310 CMR 40.000). ' If any further questions regarding this matter arise, please do not hesitate to contact me or my assistant, Steven Low. ' STin! F Hugh F. Mulligan, PhD ' Director 1 1 1 Summary of Qualifications GULF OF MAINE RESEARCH CENTER, INC. 204 Lafayette Street Salem, MA 01970 ( 508) 745-6618 The Gulf of Maine Research Center, Inc. is a small business ' with headquarters in Salem, MA, and branch offices in Lawrence, MA and Portsmouth, NH, (GMRC) which specializes in defining ' environmental regulations and providing technical consulting services to attorneys, developers, bankers, title companies, engineers, industry and government in order to satisfy these regulations. When new facilities are constructed or business operations are modified, compliance with federal, state and local laws requires the ' submission of technical information to appropriate regulatory agencies. ' Projects which have recently been undertaken by the Gulf of Maine Research Center, Inc. , include: * Conducting numerous MGL c.21E site assessments (over 600 in ' 1988) for the presence of oil or hazardous materials. As necessary, GMRC has coordinated and supervised remedial action programs on contaminated properties, including ' underground tank removal, groundwater recovery system installation and contaminated soil removal. * Preparing Notices of Intent and Wetland Compliance Reports for Conservation Commissions throughout the state for installation of submarine cables, seawalls, sewer lines, roadways, houses and drainage structures within the buffer zones of coastal and inland wetland resource areas. * Preparing expert testimony and adjudicatory hearing ' testimony for Wetland Filings before Mass. DEQE for projects in wetland Buffer Zones. ' * Reviewing and recommending options to engineering companies, and city and state officials relative to alteration and restoration of ponds, lakes and fresh and salt water wetlands. 1 * Recommending sewer outfall locations in Lynn, Salem, and Boston Harbor and evaluating impact of sewer pipeline t through wetland and shellfish areas in Quincy, Weymouth, and Braintree. 1 1 Page 2 * Obtaining Conservation Commission approvals for Eastern Route MBTA track, bridge and drainage improvements in Salm, Beverly, Wenham, Hamilton, Ipswich, Manchester, Gloucester and Rockport. • Analyzing .technical reports and records of Acid Rain Damage in Massachusetts for New England Electric, Boston Edison, Commonwealth Electric, Northeast Utilities and Eastern ' Utilities Associates. In addition, the staff of the Gulf of Maine Research Center, Inc. , has experience in siting numerous land based and offshore energy facilities including: * Obtaining U.S. Environmental Protection Agency (Region 2) ' N.P.D.E.S. permit to allow ocean disposal of drilling mud and cuttings in the Mid Atlantic and therefore enabled offshore oil and gas exploration to proceed. ' * Preparing permit strategy, documents and environmental reports and designing, subcontracting and supervising studies of land, water, and air environment for EG&G New England Energy Park 10,000 ton/day coal gasification plant proposed for Fall River, MA. ' * Preparing permit strategy and documents for proposed New England Electric - EG&G co-generation plant to generate process steam and electricity at Millers Falls, MA. * Directing application for waiver of stack tests at NASA Hazardous Waste Rocket Fuel Incinerator at Kennedy Space ' Center. Gulf of Maine Research Center has also arranged and conducted a series of U.S. Industrial Pollution Control Tours for selected ' international environmental officials. This work is being undertaken for the world Environment Center and U.S. Department of State (Agency for International Development ) . The Center has ' arranged the itinerary and conducted a tour for the Environmental Protection Minister of Tunisia, who visited industrial facilities in Massachusetts, Pennsylvania, New York, Texas and Florida. Similar visits are planned for other senior international environmental officials . Page 3 The activities in which GMRC engages are multi-disciplinary, and they involve interacting with facility managers, attorneys, engineers, geologists, geohydrologists, chemists, biologists, economists and planners. GMRC often works with solid-and liquid waste disposal alternatives, treatability of wastes, surface and ground water contamination, and the impacts of hazardous materials and chemicals on the environment and on public health and safety. The Center evaluates ocean outfalls and impacts to other water uses, ' defines wetland boundaries, defines compensation for wetland utilization, evaluates feasibility of dredging and disposal of dredge spoils, and prepares Environmental Impact Statements, Environmental Impact Reports and applications for environmental t permits and approvals. Dr. Hugh F. Mulligan, the Director of the Gulf of Maine ' Research Center, Inc. , consults with other individuals or firms, as necessary, to carry out the Center's environmental programs. Prior to establishing this company, Dr. Mulligan worked for ten years with ' engineering and environmental consulting firms and spent fifteen Years in academic research, teaching and public service. ' Dr. Mulligan has authored more than 50 scientific publications on Limnology, Aquatic Botany, Phytoplankton, and Oceanography and has presented papers at national and international symposia. He was awarded an NSF Fellowship at Cornell in 1961, was awarded a Fulbright Fellowship to develop a Center of Excellence in Oceanography at the University of Karachi in Pakistan in 1975-76, and in 1975 was selected by the U.S. and Rumanian Academies of ' Sciences for a ten-month Exchange Research Fellowship to study the Danube Delta of the Black Sea. He has worked closely with scientists from the Agency for International Development, World Bank, The United Nations Food and Agricultural Organization, United Nations Development Program, and other international agencies. Dr. Mulligan has had considerable experience in working on ' projects that were quite controversial and often precedent setting. His role has been to design and receive industry and regulatory approval for special studies which satisfied the letter of the regulatory requirements and which were technically sound and cost ' effective. As the studies are being performed, he works closely with regulatory officials to insure that they are well informed and that the statutory requirements are met. 1 Page 4 ' Additional projects completed by Dr. Mulligan include: ' • Obtaining all environmental permits for. Allied Specialty Chemical oximes Plant in Hopewell, VA. * Designing regulatory studies,-_preparing it compliance plan and obtaining ocean dumping permits for Allied Chemical ' Cowpany enabling them to discharge industrial wastes into an approved disposal area in the Mid-Atlantic. • Preparing the first Environmental Reports which achieved ' compliance with U.S.G.S. Regulations and consistency with Coastal Zone Management Regulations for companies exploring fpr oil and gas off Mid and North Atlantic coasts. • Obtaining N.P.D.E.S. permits for Hudson River Power Plants ' with Thermal Discharge Demonstration Compliance Studies. * Designing and conducting complex studies on the Phytoplankton.Productivity of Georges Bank for the U.S. ' Bureau of Land Management which were essential to permit oil and gas exploration. * Designing an Ocean Dumping Compliance Program for the ' Government of Australia. * Evaluating dredging and ocean disposal of dredged materials for the U.S.Army Corps of Engineers at Roosevelt Roads Naval Base, Puerto Rico. Experience with projects such as these has enabled Dr. Mulligan to analyze environmental problems and identify the most ' cost effective - technically sound solution. Dr. Mulligan can Provide a third party role by preparing or reviewing proposed scopes-of-work; reviewing proposals and performing a technical ' overview of reports and studies while the work is in progress. I ' GULF OF MAINE RESEARCH CENTER INC. L ' Hugh F. Mulligan, Ph.D. ' President, Chief Environmental Scientist Dr. Hugh F. Mulligan is the Director of the Gulf of Maine Research Center, Inc. Prior to establishing this company, ' Dr. Mulligan worked for ten years with engineering and environmental consulting firms and spent fifteen years in academic research, teaching and public service. He has authored more than 50 ' scientific publications on Limnology, Aquatic Botany, Phytoplankton, and Oceanography and has presented papers at national and international symposia. He was awarded an NSF Fellowship at Cornell in 1961, was awarded a Fullbright Fellowship to develop a Center of ' Excellence in Oceanography at the University of Karachi in Pakistan in 1975-76 and, in 1975, was selected by the U.S. and Rumanian Academies of Sciences for a 10-month Exchange Research Fellowship to --' study the Danube Delta of the Black Sea. He has worked closely with scientists from AID, World Bank, FAO, UNDP, and other international agencies. ' Dr. Mulligan has had considerable experience in working on projects that were quite controversial and often precedent setting. His role has been to design and receive industry and regulatory ' approval for special studies which satisfied the letter of the regulatory requirements and which were technically sound and cost effective. As the studies are being performed, he works closely ' with regulatory officials to ensure that they are well informed and that the statutory requirements are met. Education Ph.D. , Aquatic Botany, Cornell University, 1966 Biological Oceanography, Graduate School of Oceanography, University of Rhode Island, 1962-1963 ' M.S.T. , Biology, Cornell University, 1962 B.S. General Science and Mathematics, Salem State College, 1958 ' Publications and References Information on Dr. Mulligan' s publications and references will ' be provided on request. ' GULF OF�MlE m6�MCEMBt NC. William J. Betters ' Geologist Williau Bettersprinciple duties at the Gulf of Maine ' Research Center include: site assessments for compliance with M.G.L. ch 218, industrial waste water discharge monitoring programs, hazardous waste site remedial action, 21E project management and cost estimatIM. other projects undertaken by Mr. Betters include an assessment of coastal substrate and water circulation. ' Mr. Betters has concentrated his geological graduate studies in Coastal Geology, and has included studies in Sedimentology, HYdrogeology and Geophysics. He is currently a member in good standing of The National Honor Society of Phi Kappa Phi, The ' American Association of Petroleum Geologists, and the Salem State College Alumni Council. He was also a recipient of a Boston College Teaching Assistantship, was noted in the 1983 Who's Who in American ' Colleges and universities, and received the Salem State College Silver Key Avard. ' Education M.S. , Geology anticipated September, 1989. Boston College. B.S. , Geological Sciences/Physics Minor. Salem State College. Magna Cram Laude ' Certification Hazardous Waste Site Activities, OSHA Standard 29 CFR 1910 and SARA section 126(d) 1 1 ' Gulf OF AAAr*RESFARCH CBM INC. ' Lawrence H. Lessard Environmental Scientist Lawrence Lessard's responsibilities include geological and hydrological site assessment, hazardous waste site assessment, and ground water flow and contaminant transport modeling. He is knowledgeable in hydrologic transport, boundary-layer atmospheric ' transport, acid deposition processes, geology, statistics, numerical methods and instrumental analysis. ' Prior to Mr. Lessard's employment at Gulf of Maine Research Center Inc. , he worked on several federally funded research projects including: The Integrated Lake-Watershed Acidification Study (ILWAS) , the Aluminum Biogeochemistry Study (A1Bios) , I.he ' Mountain-Cloudwater Chemistry Project (MCCP) and the Forest-Atmosphere Interaction Study. At Colgate University Mr. Lessard received High Honors in Geology, obtained a Mobile Research ' fellowship and was an NL Industries Scholar. At the University of Virginia he was awarded both teaching and research fellowships. ' Education B.A. , Geology 1985. Colgate University High Honors, Geology. M.S. , Environmental Sciences, 1989. University of Virginia. Thesis: The Variability of Acidic Gas and Particle Concentrations and Deposition Rates in a Virginia Deciduous ' Forest. Professional Presentations Concentration, Movement and Profiling of Some Reactive Atmospheric Gases and Fine Particles with Annular Denuder Atmospheric Samplers. AMS. Sixth Annual Symposium on . ' Meteorological Observation and Instrumentation. New Orleans, LA January 12-15, 1987. ' Feasibility of Annular Denuders as a Measurement System for Concentration Gradients of Some Gases and Particles in a-- Deciduous Forest Canopy. Enviro Days. University of ' Virginia, Charlotesville, VA February 26-27, 1987. Publications ' Krovetz, D.O. , J.T. Sigmon, M.A. Rieter, L.H. Lessard, and F.S. Gillium. 1989. An Automated System for Air Sampling with Annular Denuders at a Remote Site. Environmental ' Pollution Vol. 58 pp 97-107. Lessard, L.H. and J. Sigmon. 1987. Concentration, Movement ' and Profiling of Some Reactive Atmospheric Gases and Fine Particles with Annular Denuder Atmospheric Samplers. Proc. Sixth Symposium on Meteorological Observation and Instrumentation. ' Gilliam, F.S. , , M.J. Estes and L.H. Lessard. 1987 . Chemical Interactions of Precipitation, Cloud Water and Dry Deposition ' with a Montane Hardwood Forest Canopy. Bull. Ecol. Soc. Am. 68: 310. GULF OF MAINE RESEARCH CENTER INC. 1 ' John A. Bleiler Ecologist/Biologist John Bleiler performs consulting services in the areas of wetland resources and wildlife habitat evaluation. He is involved with the identification, delineation, and replication of wetland resource areas. He is knowledgeable in ecological data collection, ' field methodologies, and technical report writing. Prior to Mr. Bleiler's employment at Gulf of Maine Research Center Inc. , he was employed as an environmental education ' administrator at the South Shore Natural Science Center and the Nantucket Science Center. He has authored articles for both technical and popular audiences. Mr. Bleiler's field experience is ' diverse. He has worked in coastal and inland wetlands, northeastern and southeastern North America, and in the neotropics. ' Education M.S. 1985 University of Kentucky: Biochemical Ecology (worked under joint advisors from the University of Kentucky and University of Pennsylvania) . Thesis Biochemical Ecology tof Canavanine-eating Seed Predators. Academic Fellow. B.A. 1983 Biology with honors. Bard College. Publications ' Bleiler, J.A. , Rosenthal, G.A. , & Janzen, D.H. 1988. Biochemical Ecology of Canavanine-Feeding Insect Seed Predators. Ecology 69(2) 427-433 ' Dunwiddie, P. & Bleiler, J.A. 1988. . Ponds of Nantucket. The Maria Mitchell Science Center ' Bleiler, J.A. & Hatch, H. , (eds) 1988. A Natural History Guide to Thompson Island ' Rosenthal, G.A. Berge, M.A. , Bleiler, J.A. , Rudd, T. 1987. Aberrant, Canavanyl Protein Formation and the Ability to Tolerate or Utilize L-Canavanine. Experientia (43) 558-561 ' Bleiler, J.A. 1987. A Key to the. Trees and Shrubs of Thompson Island ' Bleiler, J.A. 1986. Heathlands of Nantucket. Nantucket Vacation Guide, Nantucket Chamber of Commerce (reprinted, 1988, by Maria Mitchell Science Center) . ' Bleiler, J.A. 1986. Bogs of Nantucket. Nantucket Vacation Guide, Nantucket Chamber of Commerce (reprinted, 1988, by Maria Mitchell Science Center) Numerous natural history articles in newsletters and newspapers STEVEN P. IOW ' Office: Home: Gulf of Maine Research Center Inc. 204 Lafayette Street RR 1 Norton Road, 509A ' Salem, MA 01970 Kittery, Maine (508) 745-6618 (107) 439-5619 ' EDUCATION: ' Pennsylvania State University University Park, Pennsylvania Master of Science in Geophysics, May 1988 Thesis: Response of a Conductive Target to ' Ground-Penetrating Radar Colgate University ' Hamilton, New York Bachelor of Arts,May 1983 Major: Geology ' EXPERIENCE: 1989 - present Gulf of Maine Research Center Inc. Salem, Massachusetts Environmental Scientist/Geophysicist ' Responsibilities include assessing environmental liability under state and federal agencies, and planning and conducting subsurface investigations and remediation measures to ensure environmental ' compliance. ' 1988-1989 Shevenell Gallen and Associates, Inc. Portsmouth, New Hampshire Geophysicist/Project Manager, prepared budgets, ' proposals,and reports for environmental audits and assessments. Supervised monitoring well installation, excavation of test pits, and soil removal; in addition, collected groundwater and soil samples to ' document soil/groundwater quality. Also responsible for conducting geophysical surveys. ' 1987 Pennsylvania State University University Park, Pennsylvania ' Teaching Assistant, provided lab instruction in an introductory geology course. Topics included mineralogy, geology. Summer 1986 Atlantic-Richfield Company Houston, Texas Geophysicist, correlated well log data, generated ' synthetic seismograms, and interpreted seismic reflection data in order to construct regional structure-contour maps of the Gulf of Mexico. f ' 1984-1985 Weston Geophysical Corporation ' Westboro, Massachusetts Assistant Geophysicist, participated in all phases of geophysical projects including project coordination, data acquisition, data reduction, and interpretation. Gained expertise and insight into the application of seismic refraction, electrical resistivity electromagnetic, gravity, and magnetic methods in projects of a ' geotechnical/environmental nature. January 1983 Colgate University ' Hamilton, New York Member, geologic mapping team; responsible for detailed mapping of local structural features as part of a regional study in Baja, California. Summer 1982 Member, geology study group; geologic mapping of deformed sedimentary and volcanic units in Granville, New York and ' Acadia National Park. SHORT COURSES t "Personnel Protection and Safety" , 40-hour health and safetz course sponsored by the Environmental Protection Agency for compliance with 40 CFR 120, April 17-21, 1989. "A Field Perspective on Groundwater Contamination" , John Cherry, sponsored by the Geological Society of Maine, May ' 19, 1988. PROFESSIONAL SOCIETIES: ' American Geophysical Union Society of Exploration Geophysicists National Well Water Association ' President, Student Society of Exploration Geophysicists. EXTRACURRICULAR ' ACTIVITIES: Cycling, backpacking, scuba diving, racquetball, skiing REFERENCES: Available on Request I 1