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Kasaan - Bulk Fuel Pre-Site Visit Questions May 20 , 2014
KASAADM TRIP See. James Vail ¢ From:Andy Horazdovsky <AHorazdovsky@crweng.com> Sent:Tuesday,May 20,2014 5:12 PM To:Karl Hulse;James Vail Subject:RE:Kasaan -Pre-Site Visit Questions Jim, Just as a follow-up to Karl's email below,|did a little checking on travel arrangements to Kasaan.We have a couple options: {57 1.Alaska Airlines -ANC to Ketchikan 8:00am -12:30pm x 2IslandAirExpress-Ketchikan to Klawock ($145 ea one.way)1:15pm -1:45pm GooRentCar,drive 45 miles to Kasaan,arrive 4:00pm \77 Stay overnight in Kasaan Following Day Drive back to Klawock by 2pm,in Ketchikan at 3:30pm Alaska Airlines to Anchorage 5:00pm -9:30pm 2.Alaska Airlines -ANC to Ketchikan 8:00am -12:30pm ' Charter with Taquan Air or Pacific Airways to Kasaan (float plane;$620 one way)1:00pm -1:45pm: Stay overnight in Kasaan (unless only 2 hours on the ground is sufficient to complete our tasks,|think not) Following Day Have the City drive us to Klawock by 2pm,in Ketchikan at 3:30pm -OR-Charter from Kasaan to Ketchikan Alaska Airlines to Anchorage 5:00pm -9:30pm Option 1 is the least weather dependent as Island Air express lands on a paved runway in Klawock and Ketchikan,flights are only canceled for heavy fog or cross winds.Option 2 depends on float planes landing in ocean bays,thus much more susceptible to having weather delays.I'm up for either travel method,we can work out the details after we set a site visit date with the City. Thanks, Andy Horazdovsky,PE CRW Engineering Group,LLC www.crweng.com From:Karl Hulse Sent:Tuesday,May 20,2014 2:24 PM To:James Vail Cc:Andy Horazdovsky Subject:Kasaan -Pre-Site Visit Questions Jim- Here's a list of potential questions to ask the City during the upcoming teleconference: )4.Confirm that the tank sizes mentioned in the 10/17/13 letter from the City are still what's desired. 2.Confirm primary fuel provider (Petro Marine or other). 3.Confirm ownership of proposed tank farm lot and adjacent lots. 1 AB- 431,90dieselDawn=330,000/.VARyou(498 - :50,007 won|567nAf518 ,>24Zymale 2600 av [tr (7 22°KW |e LMM)x.Boas [,eco WOR ZA,08°(cooH/9 OP DESIGN REVIEW COMMENTS AND RESPONSES Community:Kasaan Date:4-2-15 Project Name/Number:Kasaan BFU _PN:340276 Reviewers Name(s):Jim Vail Respondents Name(s):Andy Horazdovsky Comment Sheet REVIEW:RESPONSE: Number |Number Question,Comment,Requested Modification,Suggestion Question Answered,Comment,Modification,or Suggestion Accepted or Not Accepted and Why 1 Bid Since the unit for all three items is one,do you need Extended Price is not needed 4 Schedule extended price? .Change "FOB”to "F.O.B.”While not common,there Will change.Bid ...- 2 Schedule have been legal issues with regard to the meaning of "FOB”vs "F.O.B.”(See :Correct Item "c.”at bottom of page.It shows "203”Will correct. 3 Section |should be "2-3”mils " 05120-3 , For coastal applications,I'd like to see two coats of Good idea -Let's discuss and confirm at our meeting. DEVOE Bar-Rust 236 and leave out the top coat.It will chalk over time but still out last the life expectancy of the tank.It's easy to touch up.The 236 is a pretty good primer 4 Section if there's a scratch to the metal.It's one of the best all-T/.15 C49505120-3 around coatings and you only need one gallon of touchup paint.I don't win this "no urethane topcoat”argument in -_-- practice but it does have widespread philosophical acceptance and the Navy uses it...go figure.An alternative might be to use a topcoat over two coats of 236. Paragraph 2.04,B.Sentence:"Verify dimensions at Will remove._5 05120-4 39 .site...”Does this apply? Paragraph 1.05,B.Is this the standard spec for testing?Several past AEA project specification packages have How is this quantified?Is there a standard number included additional clarification regarding tank welding615175-2 .Le ..;.of7tests?inspection including submittal of Nondestructive Testing Procedures and Personnel Certifications.These will be Page 1 of 4 DESIGN REVIEW COMMENTS AND RESPONSES added. 7 15175-3 First sentence needs ")”at end.Will correct.> 8 15175-2 At 1.06 paragraph numbering has two "1”s.Will correct.hn 15175-3 9 15175-3 Paragraph 3,should each compartment have its own gauge |Noted.Three rods will be specified for redundancy and ,}- rod?to avoid cross contamination. 10 15175-3 At 1.07,B.should "field”be removed?Will remove. 11 15175-5 At 2.04,A.5.See Number 3 ,above See response above for number 4. 12 15175-5 At 2.04,A.7.One gallon of 236 is sufficient.Will amend.i Part 3,A.change "one year”to "twenty year”.This is Will change.a B 15175-6 based on info gleaned from Bettles project.BMT indicated a 20 year warranty wouldn't increase the tank cost.We may find out different during bidding phase. 14 15191-3 At 2.04,A.do Paragraphs 2,3 and 4 apply?Paragraphs will be amended to avoid confusion on Shop |. Vs Field fabrication. 15 15191-6 Does Part 3 need editing with respect to factory work Yes,will amend._-- versus field work? Where are nozzles called out?Nozzle for diesel equipment |Let's discuss at meeting and confirm with City. 16 15192 needs to be larger than those typically used for gas and ER diesel vehicles. 7 15192-2 Does Part 3 need editing with respect to factory work Will amend._- versus field work? At 2.02,H.I think we should go with fill ports rather than |Let's discuss at meeting.Petro Marine of POW indicated top loading scheme.I know we discussed this and think it |they're delivery trucks were not equipped with camlocks 18 15193 needs revisiting.and might have issues with fill ports.See email dated Dec 4,2014.Either way,Petro Marine will need to adapt to be code compliant. 19 15193-2 Does Part 3 need editing with respect to factory work Section 3.03 Shipping will be updated and expanded.a versus field work? 8/C7 Remove words requiring field installation,set &Will amend. 20 Sheet C7 install.Might want to line out so they can be changed for the actual field installation. Page 2 of 4 DESIGN REVIEW COMMENTS AND RESPONSES 1/C8 Why not include light pole?Then we'd have all structural steel in the same package. The light pole is thin gauge aluminum and could be easily damaged during shipping.With that in mind,it 21 Sheet C8 would be advantageous to have the contractor that installs it procure it so they're responsible for any damage.Pov e 499 Is there a light in the dispenser enclosure?Yes,The intent is to install this in the field with the 22 Sheet C9 remainder of the electrical equipment.Let's discuss the overall lighting plan at our meeting.DivsluSlS 1/C9 Note lower left indicates See C6.Cross out "See Will amend.23 Sheet C9 C6"-T Can dispenser enclosure sides and back be solid?(Deck A past code review for the Shishmaref BFU project 4 Sheet C9 pan?)If not can portions be solid?indicated that two sides of the enclosure could be solid General without the addition of major fire suppression and V [en 7? ventilation systems.Prior to our meeting we'll confirm. Are doors going to be normally open during certain hours |Yes,doors will normally be open during business hours. 5 Sheet C9 of operation?If so,how are the held open?Provisions will be made for gate holdbacks on both sides |- General of the dispenser enclosure in the civil drawings (secured to fence). %6 Sheet C9 Show Fire Extinguishers (NIC)Will amend.La General 7 Sheet A&B/C9 Pit Box Cover edge conditions aren't clear.The intent is a fully enclosed and sealed pit box.aC10Drawingswillbeclarified. 28 Sheet C&D/C10 Pit Box Cover edge conditions aren't clear.See response to 27 above.a C10 Sheet At fuel supply lines in dispenser area,add ball valve and Will include.Ball valves on tank face will be relocated29C10flexfittingaheadof90°Elbow to shear valve.These make |to pit box. installation and maintenance easier. Bid We need to discuss F.O.B.site.I think it should be Let's discuss.30 -Schedule Kasaan. Sheet I'li want to revisit regarding civil work after we get this Sounds good.We can look them over at our upcoming 31 C10 package on the street.meeting as well. General Dipper? Page 3 of4 DESIGN REVIEW COMMENTS AND RESPONSES Page 4 of 4 CRO)CONTRACT NOTICE TO PROCEED NTP No:Gal f=AbsSKAw &BILLING SUMMARY AgreementNO:913.0957ENERGYAtingRefNo.:.ccounting Ref No.:PO008441 Contract Expiration Date:WBI/15 .On Contract Authorization toFor:Alaska Energy Authority Behalf of:City of Kasaan Date:$1,986,087.00f Contractor;CRW Engineering Group,LLC NTP Completion Date:12/31/14 Project Title:Kasaan Bulk Fuel Upgrades Amount of this NTP/Amend.;$0.00 Category of Services:Professional Services Method of Payment:Tune -_cP E SES eed NOTICE TO PROCEED Provide services for the Tasks Group(s)and specific Tasks enumerated below in the Billing Summary.Any services beyond the written scope and/or any costs above the price estimate for each Task Group in our Agreement,require prior Agency approval and a contract Amendment. Actual cost underrun of Contract Amount for any Task Group shall not routinely accumulate for other Groups.The Contracting Agency reserves the right to retain or reallocate any remaining funds resulting from such cost underruns. Contractor shall provide final design and construction management services for the Kasaan Bulk Fuel Upgrade project.Services shall be performed per the 10-page scope dated 5/2/14,1-page C-2 Cost Reimbursement Cost Estimate and 2-page C-4 Cost Reimbursement Billing Detail. Amendment #1 -extends NTP completion date to 12/31/14 only. All other terms &conditions remain in force. This NTP is cumulative and it supersedes all prior NTPs for this Agreement. Phone:907-771-3064 The Agency Project Manager for this NTP is:Jim Vail Fax:907-771-3044 Issued for the Contracting Agency per ADOT&PFAcceptedforine,Contractor by:iglest Manager AIApproval:Policy #01.01.050 by: (ZL Ld? .Signature /Date Signature Date Name:-_Jim Vail Name:Michele Hope,Procurement ManagerJeffStanley,PE Page 1 of 3 AIDEA AEA,Notice to Proceed Invoice Summary ENGINEERING GROUP LLC April 29,2014 Mr.Jim Vail,P.E. Alaska Energy Authority/Rural Energy Group 813 West Northern Lights Blvd. Anchorage,AK 99503 Re:_-_Proposal for Engineering Services Kasaan Bulk Fuel Upgrade Project Professional Services Agreement No.2013-0257 Dear Mr.Vail: CRW Engineering Group (CRW)is pleased to provide this proposal for design services to upgrade'existing bulk fuel facilities in Kasaan,Alaska.It is our understanding that the City of Kasaan will be the sole project participant,and that the City has pre-selected the desired tank sizes,product type(s)and site for the proposed new tank farm.We assume that the tank farm will consist of a couple double wall ASTs placed on a gravel pad foundation,and a dual product retail dispenser.No truck fill secondary containment or distribution pipelines are planned. Proposed design services will include: e Preparation of an abbreviated conceptual design report including a description of the proposed facility,concept design drawings,and a preliminary cost estimate.The CDR will also includesitecontrolandcodeanalysissectionstoconfirmthattheCity's proposed plan is feasible. e Preparation of draft and final construction drawings for the proposed facilities. e Preparation and submittal of required permit applications. SCOPE OF WORK CRW proposes to perform the following Scope of Work 1.Project Startup Meeting.Within a week of receiving a notice to proceed,CRW will meet with AEA staff to discuss the anticipated scope of the project and any upgrades that may have already been identified.The meeting will also provide the opportunity to exchange any existing information pertinent to the project. 2.Site Visit,With prior notification and approval from AEA,CRW engineer Andy Horazdovsky will travel to Kasaan to conduct a site inspection.The inspection will include a review of existingbulkfuelfacilitiesandtheproposedtankfarmsite.While on site,he will also meet with facility owners/operators and community leaders to discuss availability of heavy equipment,local labor and gravel sources,as well as discuss existing fuel practices and potential upgrades. Time allowing,and depending upon the availability of local equipment,we will also excavate a test pit at the City's proposed tank farm site.The test pit will be logged and the soils will be field 3940 ARCTIC BLVD.«SUITE 300 «ANCHORAGE,ALASKA 99503 ©(907)562-3252 *FAX (907)561-2273 *www.crweng.com Kasaan BFU 4/29/14 Page 2 classified.For the purposes of this proposal,it is assumed that equipment rental costs will notexceed$1,000 and that the duration of the site visit will be 3 days including travel., Site Control:The proposed Site for the tank farmis reportedly.owned by the City of Kasaan.©CRW will retain the services of Rick Elliott,Land Consultant,to confirm ownership of theproposedsite,L. Abbreviated Conceptual Desien Report (CDR)Based upon the City's input and thefindings ofthesitevisit,CRW will prepare an abbreviated CDR.The CDR will include:a.A-summary of data provided by the City (desired tank capacities,site location,fueldeliverymethods,etc).b.Acode analysis of the proposed facility.c.Recommendations for design revisions if necessary.d.Conceptual design drawings-The drawings will include a map that identifies the location°of the proposed improvements anda tank farm site plan.Manifold piping layouts andsecondarycontainment,fencing,and foundations details will also be shown.The types offoundationsselectedwillbebasedontheavailabilityofgavelfloodelevations,existingsoilsinformationandlocalexperience.e A conceptual cost estimate.Permitting:This task will include the preparation and submittal of permit applications requiredfortheproject.It is assumed that an Environmental Assessment (EA)will not be required. Further,it is assumed that a field investigation will not be required for the completion of this task. Construction Documents:CRW .will develop construction drawings for the project with an appropriate level of detail for bidding the work.All required specifications will be included on the drawing sheets and/or separate technical specifications in CSI format.No geotechnical or survey services are proposed.The gravel pad foundation for the tank farm will be designed based'on a review of existing geotechnical information for the project area.Layout of the tank farm willbepreparedbasedonthe2004DCEDCommunityMap.Itis assumed that the AEA contracting department will develop the project manual,including all'contract,general provisions and division 0 specifications.CRW will provide the projectdrawingsandselecttechnicalspecificationsasrequired.'Technical assistance during the biddingprocessisnotincludedinthisproposal.Fire Marshal Plan Review:CRW will submit a signed copy of the construction documents to theFireMarshalforreview.Itis assumed that the project will be approved more or less as designed and without the need for any waivers.The estimated cost of the review is $3,500 and is included in the cost of this proposal. Business Plan.A business planis not includediin this poor If these services are required theycanbeprovidedforanadditionalcost. DELIVERABLES The followingis a list of proposed deliverables: Draft CDR-4 bound copies Final CDR -1 pdf file and 6 bound copies 'Kasaan BFU 4/29/14 _Page 3 65%design documents -1 pdf file and 4 bond copies (11x17)of eachFinalconstructiondocuments-1 pdffile and 8 bond copies (11x17)of eachConstructioncostestimate-1 pdf file and.4 hard copiesPermits/clearances -1 pdf file ofeach© SCHEDULECRWproposes the following schedule for 'performing the work.If a different schedule must be met,_please let us know so we can work towards meeting that schedule..Notice to Proceed Se May 8,2014 Site Inspection ==a -May 22-23,2014 Draft CDR Submitted _oS June 20,2014 Final CDR Submitted .-July 11,2014 65%Design Submittal -August 15,2014 ° Final Design Submittal September 8,2014 FEETheproposed Scope of Work will be performed on a time and materials basisin accordance with thetermsandconditionsofourexistingprofessionalservicesagreement2013-0257:The estimated cost ofcompletingtheproposedScopeofWorkis$129,227.A breakdown of this cost is shown on the attachedfeeestimate., Thank you for asking CRW to provide a proposal for this project.We appreciate the opportunity to serve ,the Alaska Energy Authority and ask that 'you contact us at 562-3252 if you have any questions orcomments.;; Sincerely, CRW Engineering Group,LLC.Kak Melee Karl Hulse,P.E. Project Manager Attachment: Cost Estimate Per Task Price Per Task Summary - Rick Elliot Cost Proposal -PRICE PER TASK SUMMARY FIRM:CRW Engineering Group,LLC PROJECT TITLE:DATE:3/24/2014 Kasaan BFU . cro]tac]taser |momee™|wens [ror csr|pant eimon)mESTS"corte |MSE 0 1 $117,515 $0 $9,780 $127,295 $92 $127,387 $1,040 $129,227 0 0 $0 "$0 $0 $0 $0 $0o|o $0"$0 $0 $0 $0 $0 0 0 $0 $0.$0 $0 $0 $o | o |0 $0 $0 $0 $0 $0 $0 0 0 $0 $0 $0 $0 $0 $0 0 0 $0 $0 $0 $0 $0 -$0 0 0 $0 $0 $0 _$0 $0 -_$0 0 0 $0 $0 $0 |$0 $0 $0 0 0 $0 $0 $0 $0 $0 $0 0 0 $0 $0 $0 $0 -$0 $0 0 0 $0 $0 $0 $0 $0 $0 tt)()$0 $0 $0 $0 $0 $0, 0 0 $0 $0 $0 $0 $0 $0 0 0 $0 -_$0 $0 $0 $0 $0 0 0 $0 $0 $0.$0 $0 $0 0 0 $0 $0 $0 $0 $0 $0 0 0 $0 $0 $0 $0 $0 $0 0 0 $0 $0 $0 $0 $0 $0 0 0 $0 $0 $0 $0 $0 $0. o |0 $0 $0 $0 $0 $0 $0 0 0 $0 $0 $0 $0 "$0:$0 0 0 $0 $0 $0 "$0 $0 $0. 0 0 $0 $0 $0 $0 _$0 $0 0 0 $0 $0 $0 $0 -$0 -$0 0 0 $0 $0 $0 __$0 $0 $0 0 0 $0 $0 $0 $0.$0”$0 0 0 $0 $0 $0 $0 so $0 0 0 $0 $0 $0 "$0 $0.$0 o_|2 $0 $0 $0 $0 $0 $0 estimate.tsk ESTIMATED |LABOR |INDIRECT FIRM'S TOTAL|*SUB-|PRICE PLUSTOTALS|(orFP)cost |EXPENSES |TOTAL COST).FEE PRICE |CONTRACTS|SUBS FORFIRM:|$117,615 $0 so.7e0 |$127,295 $92 $127,307 |stee0°|$129,227 (April 2012)DOT/PF,Task Estimate Sheets estimate sum cost EsTi -PER TASK CRW Engineering Group,LLCFIRM:|PROJECT TITLE:|Kasaan.BFU .; TASK NO:1 TASK DESCRIPTION:Design Services .|DATE:3/24/2014 GROUP:METHOD OF PAYMENT:FP |_|FPPR_}-TSE CPFFL |,PREPARED BY:KRH SUB-|LABOR HOURS PER JOB CLASSIFICATION ; TASK NO.|SUB-TASK DESCRIPTION}Principal Senior Project Project Planner f Staff Land Tech IV Tech lil Tech IL Clerical :Engineer |Engineer |Manager |Engineer |Permitting |]Engineer |Surveyor 4 Abbreviated CDR 2 41 40 -120 80 4 Final Design 8 400 150 *60 180 200 6 TOTAL LABOR HOURS 10 101 190 0 60 300 0 4)280 0 .10 *LABOR RATES ($/HR)$180.00 $165.00 $150.00 $135.00 $145.00 $115.00 $135.00 $115.00 $95.00 $85.00 $75.00 LABOR COSTS ($)$1,800.00 |$16,665.00 |$28,500.00 $0.00 |$8,700.00 |$34,500.00 $0.00 -$0.00 |$26,600.00 $0.00 $750.00 EXPENSES SUB-ITEM(S)QUANTITY {UNIT PRICETASKNO. 1a Airfare (RT to Kasaan)1 $1,500.00 1b Lodging 2 $150.00 ic Per Diem In State 3 $60.00 -1d Per Diem Out of State 0 $0.00 te Printing 1 $800.00 GLE oocecotteneccterereenereeteTeeeifEquipment1$1,500.00 {$1,500.00 [FIRM'S TOTAL COST OF LABOR (or Fixed Price):-$117,5151g_[Fire Marshal Review Fee 1 $5,500.00 |$5,500.00 |/F CPFF,TOTAL INDIRECT COST @ 0.00%$0 i TOTAL EXPENSES:$9,780 [FIRM'S TOTAL EXPENSES :$9,780 SUB-CONTRACTORS:Firm Initials and Price Per Task :FIRM'S TOTAL COST (no Subcontracts or Fee)$127,295 FIRM:|Rick Elliot ' . - AMOUNT:|$1,840 *TOTAL SUBCONTRACTOR PRICES:|$1,840 *Labor Rates shall be direct labor (base pay)only if Method of Payment is CPFF;otherwise,Labor Rates shail be total rates (i.e.base pay +benefits +overhead+profit.) estimate.tsk (April 2012)DOT/PF,Task Estimate Sheets Task 1 COST EST :PER TASK FIRM:Rick Elliot Land Consultant }PROJECT TITLE:Kasaan BFU TASK NO:1 TASK DESCRIPTION:Final Design ;I DATE:3/23/2014 GROUP:METHOD OF PAYMENT:FP {|FPPR_|TS&Elv|CPFFL}PREPARED BY:RE SUB-|LABOR HOURS PER JOB CLASSIFICATION TASK NO.|SUB-TASK DESCRIPTION]Owner 1 Abbreviated CDR 0 2 Final Design .16 TOTAL LABOR HOURS 16 0 0 0 0 0 0 0 0 0 0 *LABOR RATES ($/HR)$90.00 - ; LABOR COSTS ($)$1,440.00 $0.00 $0.00 $0.00 $0.00 "$0.00 -$0.00 $0.00 -$0.00 $0.00 $0.00 SUB <u -TOTAL COMMENTS:z | TASK NO.ITEM(S)QUANTITY [UNITPRICE]pice FE 1a _{Title Research 2 $200.00 $400.00 4b '$0.00 1c ;$0.00 1d $0.00 1e $0.00 a eae rer egretcererr.$0.00 [FIRM'S TOTAL COST OF LABOR (or Fixed Price):$1,440 $0.00 |/F CPFF,TOTAL INDIRECT COST @ 0.00%$0 8 TOTAL EXPENSES:$400 IFIRM'S TOTAL EXPENSES $400 SUB-CONTRACTORS:Firm Initials and Price Per Task __[FIRM'S TOTAL COST (no Subcontracts or Fee)$1,840FIRM:;; AMOUNT:TOTAL SUBCONTRACTOR PRICES:|$0 *Labor Rates shall be direct labor (base pay)only if Method of Payment is CPFF;otherwise,Labor Rates shall be total rates (Le.base pay +benefits +overhead +profit.) estimate.tsk (April 2012)DOT/PF,Task Estimate Sheets Task 4 Procurement Request (PR)for over $5,000 STEP 1-REQUESTOR |_|Alaska Industrial Development and Export Authority Requisition Number Alaska Energy Authority[_]AIDEA &AEA Shared Project Name or Purpose:[sa Number:|Est.Not to Exceed Amount:Kasaan BFU 340276 $129,227.00 Engineering/Professional Services DBonstruction|equipment]_Supplies [Frransportation|other]|_| Enter Detailed Description of Goods or Services on Page 2. Project Manager:Jim Vail Existing Contract#3013-0257 NTP#Amd.# Grant #7210014 Grantee Name:City of Kasaan Grant Start Date:3/31/14 End Date:8/15/14 FUNDING SOURCE(S)TERM DATE OF FUNDING SOURCE Federal: State:S-AEA BFU AR 52229-17 Other:LZ LnRequestorName&Title:Signatur:Date Jim Vail,Project Manager y 3fzes {rd / Mn STEP 2 -FINANCE BUDGET Amount Fund {GLAccount|Appropriation |Contract}Stage}|Award Dept.|Finance Type 1. 2. 3. 4. Verified by Name &Title:Signature *Date Wi.Mf STEP 3 -SECONDARY APPROVAL IF REQUIRED BY DELEGATION OF AUTHORITY == Approval Name &Title:Jo oe ze;/25;Ud Signature *Posted by Name &Titte: Date PR Received:|Solicitation Number:Date Completed:|Purchase Order Number:Date Completed: *CERTIFICATION:|certify that the facts herein and on supporting documents are correct and that this request constitutes a legal charge againstfundsandappropriationscited.|am aware that certifying false,inaccurate or misleading documents constitutes an unswom falsification under AS 11.56.210.Also reference AS 36.30.260 and AS 36.30.470. Procurement Request (PR)Form (7/2013)Page 1 of 3 Procurement Request (PR)for over $5,000 Project Name or Purpose:Requisition Number Kasaan BFU STEP 1 -Detailed Description of Goods or Services [s=QiiESS Scope of Work (SOW):Explain in detail what the Contractor is to provide.Attach additional Info. See:Kasaan BFU RFP SOS1 from RFP and CRW Proposal,dated March 24,2014. Anticipated Schedule Notice to Proceed:March 31,2014 Site Inspection:April 9-10,2014 Draft CDR Submitted:May 11,2014 Final CDR Submitted:May 30,2014 65%Design Submittal:June 27,2014 Final Design Submittal:August 4,2014 Schedule:Define in detail what the deliverables are;when &how they are to be provided. See:Kasaan BFU RFP SOS1 Suggested Contractors:(Provide at least 3.Name,email,phone number,etc.) 1. Procurement Request (PR)Form (7/2013)Page 2 of 3 Printed:3,1014 _AEA Engineering Term Agreements Kasaan Bulk Fuel Upgrades Project Article 4 Basic Scope of Services: Engineer shall prepare Phase 1 CDR and Phase 2 Final Design for a new bulk fuel and dispensing facility for the City of Kasaan.Work will be based on City's request for specific tanks located on City owned property.Hence CDR will be in ammended format providing summary of tankage,dipensing systems and ancillary facilities and preparing concept design and cost estimate. Upon authorization from the AEA's Project Manager,the A/E shall prepare Final Design,including construction cost estimate and Fire Marshall Permit.It is anticipated that the Contractor shall participate in Phase 3 Construction Administration through commissioning and closeout. Anticipated Schedule: o CDR:April 18,2014 o 65%Design Submittal:May 23,2014 o Final Design:June 27,2014 o Final Design Submittal review:July 11,2014;or within 10 days of receipt of Owner comments. o CA:TBD. Agency reserves the right to negoiate and add by amendment,services listed as "future scope,same project". H:\Rural Energy Group (REG)\AEA Bulk Fuel Upgrade (BFU)\Projects Funded\Kasaan\AE Contract\RFP\Kasaan BFU RFP SOS1.xlsx Printed:3,1014 Future Future scope,scope, To be Same _[NOT to be To be Same [NOT tobe Description included |project §included Description,continued included |project [|included This contract's SoS is intended to be extendable through all three project phases: conceptual design,final B5.11 Operation and design,and construction x Maintenance Manuals Xx Article B4 Basic Scope of Services B5.12 Record Documents X B4.1 General X B5.13 Warranty Inspection X B5.14 Commissioning/Acceptance B4.2 Pre-Design Services X a Testing X B5.15 Business Operating B4.3 Conceptual Design X Plan Preparation X B4.4 Final design X "?[Article B6 Program Specific Requirements B4.5 Bid Phase Services X B6.2 Bulk Fuel Tank Farm (BFU) B4.5.1 Bidder Questions X B6.2.1 BFU Conceptual Design X B4.5.2 Substitutions X B6.2.2 BFU Final Design X B6.2.3 BFU Construction B4.5.3 Addenda X Administration X B4.6Construction fff Administration-Basic Services Xx B6.3 Rural Power System Upgrades (RPSU) B6.3.1 RPSU Conceptual B4.8 Applications for Payment X Design x Article B5 Additional Services B6.3.2 RPSU Final Design X B5.2 Special B6.3.3 RPSU Construction Meetings/Presentations xX administration Xx H:\Rural Energy Group (REG)\AEA Bulk Fuel Upgrade (BFU)\Projects Funded\Kasaan\AE Contract\RFP\Kasaan BFU RFP SOS1.xIsx Printed:3,1014 B5.3 Design Phase Inspector B6.4 Rural Power Distribution X Participation,On-site Conceptual Design,Final (BROKEN Observation and Quality Design and Construction OUT BY Assurance Administration PHASES) X B6.5 Power Generation (BROKEN BS.4 Substitution Evaluations Control Upgrades and OUT BY During Construction Modifications PHASES) B6.6 Mini and Micro Hydroelectric Conceptual Design,Design,and B5.5 As-Built Surveys Construction administration X B6.7 Non Railbelt Utility Scale Wind Pre-design,Design and BS.6 Cost Estimating Construction Administration X B6.8 Biomass Pre-Design, BS.7 Regulatory Plan Design and Construction Development Administration x B6.9 Heat Recovery Conceptual Design,Design, and Construction BS.8 Federal!Permitting Administration X B5.9 Third Party Review and Other Support B5.10 Negotiating Agreements H:\Rural Energy Group (REG)\AEA Bulk Fuel Upgrade (BFU)\Projects Funded\Kasaan\AE Contract\RFP\Kasaan BFU RFP SOS1.xlIsx Srcrae iENGINEERINGGROUP LLC March 24,2014 Mr.Jim Vail,P.E. Alaska Energy Authority/Rural Energy Group 813 West Northern Lights Blvd. Anchorage,AK 99503 Re:_Proposal for Engineering Services Kasaan Bulk Fuel Upgrade Project Professional Services Agreement No.2013-0257 Dear Mr.Vail: CRW Engineering Group (CRW)is pleased to provide this proposal for design services to upgradeexistingbulkfuelfacilitiesinKasaan,Alaska.It is our understanding that the City of Kasaan will be the sole project participant,and that the City has pre-selected the desired tank sizes,product type(s)and sitefortheproposednewtankfarm.We assume that the tank farm will consist of a couple double wall ASTs placed on a gravel pad foundation,and a dual product retail dispenser.No truck fill secondary containment or distribution pipelines are planned. Proposed design services will include: e Preparation of an abbreviated conceptual design report including a description of the proposed facility,concept design drawings,and a preliminary cost estimate.The CDR will also include site control and code analysis sections to confirm that the City's proposed plan is feasible. *Preparation of draft and final construction drawings for the proposed facilities. e Preparation and submittal of required permit applications. SCOPE OF WORK CRW proposes to perform the following Scope of Work 1.Project Startup Meeting.Within a week of receiving a notice to proceed,CRW will meet with AEA staff to discuss the anticipated scope of the project and any upgrades that may have already been identified.The meeting will also provide the opportunity to exchange any existing information pertinent to the project. 2.Site Visit.With prior notification and approval from AEA,CRW engineer Andy Horazdovsky will travel to Kasaan to conduct a site inspection.The inspection will include a review of existing bulk fuel facilities and the proposed tank farm site.While on site,he will also meet with facility owners/operators and community leaders to discuss availability of heavy equipment,local labor and gravel sources,as well as discuss existing fuel practices and potential upgrades. Time allowing,and depending upon the availability of local equipment,we will also excavate a test pit at the City's proposed tank farm site.The test pit will be logged and the soils will be field 3940 ARCTIC BLVD.©SUITE 300 *ANCHORAGE,ALASKA 99503 ©(907)562-3252 *FAX (907)561-2273 *www.crweng.com Kasaan BFU 3/24/14 Page 2 classified.For the purposes of this proposal,it is assumed that equipment rental costs will not exceed $1,000 and that the duration of the site visit will be 3 days including travel. Site Control:The proposed site for the tank farm is reportedly owned by the City of Kasaan. CRW will retain the services of Rick Elliott,Land Consultant,to confirm ownership of theproposedsite. Abbreviated Conceptual Design Report (CDR).Based upon the City's input and the findings of the site visit,CRW will prepare an abbreviated CDR.The CDR will include: a.A summary of data provided by the City (desired tank capacities,site location,fuel delivery methods,etc). b.A code analysis of the proposed facility. c,Recommendations for design revisions if necessary. d.Conceptual design drawings -The drawings will include a map that identifies the location of the proposed improvements and a tank farm site plan.Manifold piping layouts and secondary containment,fencing,and foundations details will also be shown.The types of foundations selected will be based on the availability of gravel,flood elevations,existing soils information and local experience. e.A conceptual cost estimate. Permitting:This task will include the preparation and submittal of permit applications required for the project.It is assumed that an Environmental Assessment (EA)will not be required. Further,it is assumed that a field investigation will not be required for the completion of this task. Construction Documents:CRW will develop construction drawings for the project with an appropriate level of detail for bidding the work.All required specifications will be included on the drawing sheets and/or separate technical specifications in CSI format.No geotechnical or survey services are proposed.The gravel pad foundation for the tank farm will be designed based on a review of existing geotechnical information for the project area.Layout of the tank farm will be prepared based on the 2004 DCED Community Map. It is assumed that the AEA contracting department will develop the project manual,including all contract,general provisions and division 0 specifications.CRW will provide the project drawings and select technical specifications as required.Technical assistance during the bidding process is not included in this proposal. Fire Marshal Plan Review:CRW will submit a signed copy of the construction documents to the Fire Marshal for review.It is assumed that the project will be approved more or Jess as designed and without the need for any waivers.The estimated cost of the review is $3,500 and is included in the cost of this proposal. Business Plan.A business plan is not included in this proposal.If these services are required they can be provided for an additional cost. DELIVERABLES The following is a list of proposed deliverables: Draft CDR -4 bound copies Final CDR -1 pdf file and 6 bound copies 65%design documents -1 pdf file and 4 bond copies (11x17)of each Final construction documents -1 pdf file and 8 bond copies (11x17)of each Construction cost estimate -1 pdf file and 4 hard copies Permits/clearances -1 pdf file of each SCHEDULE CRW proposes the following schedule for performing the work.If a different schedule must be met, please let us know so we can work towards meeting that schedule. Notice to Proceed March 31,2014 Site Inspection April 9-10,2014 Draft CDR Submitted May 11,2014 Final CDR Submitted May 30,2014 65%Design Submittal June 27,2014 Final Design Submittal August 4,2014 FEE The proposed Scope of Work will be performed on a time and materials basis in accordance with the terms and conditions of our existing professional services agreement 2013-0257.The estimated cost of completing the proposed Scope of Work is $129,227.A breakdown of this cost is shown on the attached fee estimate. Thank you for asking CRW to provide a proposal for this project.We appreciate the opportunity to serve the Alaska Energy Authority and ask that you contact us at 562-3252 if you have any questions or comments. Sincerely, CRW Engineering Group,LLC.Kal Habee.Karl Hulse,P.E. Project Manager Attachment: Cost Estimate Per Task Price Per Task Summary Rick Elliot Cost Proposal COSTES TE PER TASK FIRM:CRW Engineering Group,LLC ;|PROJECT TITLE:Kasaan BFU TASK NO:4 TASK DESCRIPTION:Design Services |DATE:3/24/2014GROUP:METHOD OF PAYMENT:Fe iL}FPPE_j TRE CPFF[||PREPARED BY:KRH SUB-LABOR HOURS PER JOB CLASSIFICATION TASK NQ.|SUB-TASK DESCRIPTION]Principal |Senior Project Project |Planner!Staff Land Tech iV Tech I!Tach IL Clerical Engineer Engineer Manager Engineer }Permitting |Engineer ]Surveyor 1 Abbreviated COR 2 1 40 120 80 4 2 Final Design 8 100 150 60 180 200 6 TOTAL LABOR HOURS 10 101 190 0 60 300 0 ie)280 i?)10 *LABOR RATES ($/HR}$180.00 $165.00 $150.00 $135.00 $145.00 $115.00 $135.00 $115.00 $95.00 $35.00 $75.00 LABOR COSTS ($)$1,800.00 }$16,665.00 |$28,500.00 $0.00]$8,700.00 7 $34,500.00 $0.00 $0.00 |$26,600.00 $0.00 $750.00 SUB res TOTAL COMMENTS:f TASK NO.ITEM(S)QUANTITY |UNIT PRICE PRICE 1a Airfare (RT to Kasaan)1 $1,500.00 |$1,500.00 1b Lodging 2 $150.00 $300.00 1c Per Diem In State 3 $60.00 $180.00 1d Per Diem Out of State 0 $0.00 $0.00 te Printing 1 $800.00 S800 00 artecrr eereereeneneeereretfEquipment4$1,500.00 |$1,500.00 JFIRM'S TOTAL COST OF LABOR (or Fixed Price):$117,515 1g Fire Marshal Review Fee 1 $5,500.00 |$5,500.00 [/F CPFF,TOTAL INDIRECT COST @ 0.00%$0 ,we TOTAL EXPENSES:$9,780 IFIRM'S TOTAL EXPENSES $9,780 SUB-CONTRACTORS:Firm Initials and Price Per Task FIRM'S TOTAL COST (no Subcontracts or Fee)$127,295 FIRM:!Rick Elliot AMOUNT:|$1,840 TOTAL SUBCONTRACTOR PRICES:{$1,840 *Labor Rates shail be direct labor (base pay)only if Method of Paymant is CPFF;otherwise,Labor Rates shail be total rates (i.e.base pay +benefits +overhead +profit.) estimate.tsk (April 2012)DOT/PF,Task Estimate Sheets Task 1 PRICE PER TASK SUMMARY FIRM:CRW Engineering Group,LLC PROJECT TITLE:DATE:3/24/2014 GROUP]TASK |orem)|"cost.|EXPENSES |TOTALCOST|ncrtisurion|"PRICE|contracts |"suas )1 $117,515 $0 $9,780 $127,298 $92 $127,387 $1,840 $129,227 0 0 $0 $0 $0 $0 $0 $0 $0 $0 0 i)$0 $0 $0 $0 $0 $0 $0 $0 0 0 $0 $0 $0 $0 $0 $0 $0 $0 0 0 $0 $0 $0 $0 $0 $0 $0 $0 0 0 $0 $0 $0 $0 $0 $0 $0 $0 0 0 $0 $0 $0 $0 $0 $0 $9 $0 0 i)$0 $0 $0 $0 $0 $0 $0 $0 0 0 $0 $0 $0 $0 $0 $0 $0 $0 0 0 $0 $0 $0 $0 $0 $0 $0 $0 9 0 $0 $0 $0 $0 $0 $0 $0 $0 0 0 $0 $0 $0 $0 $0 $0 $0 $0 0 0 $0 $0 $0 $0 $0 $0 $0 $0 )0 $0 $0 $0 $0 $0 $0 $0 $0 C)0 $0 $0 $0 $0 $0 $0 $0 $0 Q 0 $0 $0 $0 $0 $0 $0 $0 $0 0)0 $0 $0 $0 $0 $0 $0 $0 $0 0 0 $0 $0 $0 $0 $0 $0 $0 $0 0 0 $0 $0 $0 $0 $0 $0 $0 $0 0 0 $0 $0 $0 $0 $0 $0 $0 $0 0 0 $0 $0 $0 $0 $0 $0 $0 $0 0 0 $0 $0 $0 $0 $0 $0 $0 $0 0 0 $0 $0 50 $0 $0 $0 $0 $0 0 0 $0 $0 $0 $0 $0 $0 $0 $0 0 0 $0 $0 $0 $0 $0 $0 $0 $0 0 0 $0 $0 $0 $0 $0 $0 $0 $0 0 0 $0 $0 $0 $0 $0 $0 $0 $0 0 0 $0 $0 $0 $0 $0 $0 $0 $0 0 0 $0 $0 $0 $0 $0 $0 $0 $0 0 0 $0 $0 $0 $0__$0 $0 ___$0 _$0 nical service §,products,etc.(Commodity items available to the general public at |market prices,equipment use,and unit priced items are generally included in estimate as expenses.) ESTIMATED |LABOR |INDIRECT FIRM'S TOTAL]*SUB-|PRICE PLUS TOTALS (or FP)cost |EXPENSES |TOTAL COST FEE PRICE |CONTRACTS|suUBS FOR FIRM:|$117,545 $0 $9,780 $127,295 $92 $127,387 $1,840 |$429,227 estimate.tsk (April 2012)DOT/PF,Task Estimate Sheets estimate sum COST ES fE PER TASK "-bIRM:Rick Elliot Land Consultant |PROJECT TITLE:|Kasaan BFU TASK NO:1 TASK DESCRIPTION:Final Design |DATE:3/23/2014 GROUP:METHOD OF PAYMENT:FP {|FPPE_|YSEiv}] CPFFL}PREPARED BY:RE suB-|.LABOR HOURS PER JOB CLASSIFICATION TASK NO.|SUB-TASK DESCRIPTION]Owner 1 Abbreviated COR (9) 2 Final Design 16 TOTAL LABOR HOURS 16 0 0 0 0 0 0 0 0 0 0 *LABOR RATES ($/HR)$90.00 : LABOR COSTS ($)$1,440.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Ts EXPENSES TOTAL ||COMMENTS: TASK NO.(TEM(S)QUANTITY [UNIT PRICE]po ice 1a Titie Research 2 $200.00 $400.00 4b $0.00 1c $0.00 1d $0.00 le C000)Loeeeeeesseetsneeee eee ee 1f $0.00 [FIRM'S TOTAL.COST OF LABOR (or Fixed Price):$1,440 $0.00 \/F CPFF,TOTAL INDIRECT COST @ 0.00%$0 TOTAL EXPENSES:$400 FFIRM'S TOTAL EXPENSES $400 SUB-CONTRACTORS:Firm Initials and Price Per Task FIRM'S TOTAL COST (no Subcontracts or Fee)$1,840 FIRM: AMOUNT:TOTAL SUBCONTRACTOR PRICES:$0 *Labor Rates shail be direct labor (base pay)only if Method of Payment is CPFF;otherwise,Labor Rates shall be total rates (i.e.base pay +benefits +overhead +profit.) estimate.tsk (April 2012)DOT/PF,Task Estimate Sheets Task 1 Printed:2/27/2014 Kasaan BFU Presolicitation Price Estimate 2/27/2014 Direct Cost of Direct Labor (DCDL) Job Classification Hours Rate Estimated Cost Principle 40 $75 53,000 Contract Manager 25 $70 $1,750 Project Manager 100 $65 $6,500 Designer 120 $55 $6,600 Draftperson 50 $50 $2,500 Support staff 30 $45 $1,350 $21,700 Indirect Cost Rate (IDCR)1.50 $32,550 | Other Direct Cost (ODC) Travel,postage,phone,per diem,reproduction $7,500 Subcontracts $15,000 Total Estimated Cost $76,750 Fee 0.1 $7,675 Total Estimated Price $84,425 By:Date:a H:\Rura!Energy Group (REG)\AEA Bulk Fuel Upgrade (BFU)\Projects Funded\Kasaan\AE Contract\Nunam RPSU AE Fee Est..xlsx eeeaenanere nth os kote We MeN tt urea? Be aor ae ponent ARM SEW nt TA CoE RE OE PLA TO MEME CR AT ERENCE AREER baeRRTE ANOLON AR 9 mae "ae te a " TERRERmERINa RRRSNAME ERIE PEC ERA Ee ELEN ME a EIR OER aHe HAE 2 er ome 220 Agee.ARPES REAM LenS ao RAL Ne Rio ee R Wine INLER te Reo oe eT eat .5 s eueatoe) cue.”heey . . a yee MAMSSce es MAI ote ect ae tems .Pranab oats WM 2 - z SS = . re en ate ne ee PAA A meinen6 combate ee,-- o see Sa amare ene a el a Sn eS Av eentaneen te 7 we Otte eae eo sme nt SR cn nee tee Se Ee Cenee 2 Aan mite.mabe se pie 2 A See me at Lee Sree ecardsae 7 7 res "*sacpasichaset Aa < .PME EYRE cde AO,Ra ce RSME ne BAL ER ane watea te were :.sayaden sine,am nest °ewAns .°peeing aN SHAN ee Ha,ne a,Ne BAN RANORBEAD SaaeOF he (88 AA ERR Sank USERRA =oawa Swe |\Alaska Energy Authantye.(ir fe #]©|ex ALASKAGrantAgreementLepays{=PAA war be ]@=->ENERGY AUTHORITY Grant Agreement Number CFDA Number -«tWt-r Amount of Funds:AEA use only7210014NASEA]$260,000 Managed 'wa Pass-thru{-) Project Code(s)Proposal Number:Period of Performance: 340276 BF10114 From:January 27,2014 To:December 31,2014 Project Title: Kasaan BFU Grantee Grantor City of Kasaan Alaska Energy Authority Street/PO Box Street/PO Box P.O.Box KXA 813 W.Northern Lights Blvd City/State/Zip City/State/Zip Ketchikan,AK_99950 Anchorage,AK 99503 Contact Person Contact Person Charles Escoffon Jim Vail,Project Manager Phone:Fax:E-mail:Phone:Fax:E-mail:907-542-2212 |907-542-2223 |kasaancityclerk@aptalaska.net |907-771-3064 |907-771-3044 |jvail@aidea.org AGREEMENT The Alaska Energy Authority (hereinafter 'Authority')and City of Kasaan (hereinafter 'Grantee'),agree as set forth herein. Section |.The Authority shall grant funds to pay for expenses incurred by the Grantee under the terms and conditions of this Agreement,in an amount not to exceed $260,000,unless the grant amount is amended as provided herein. Section Il.The Grantee shall apply the grant funds to the Project and perform all of the work and other obligations required by this Agreement. Section Ill.Performance under this agreement begins January 27,2014 and shall be completed no later than December 31,2014. Section IV.The agreement consists of this page and the following: Appendices Appendix A:General Provisions Appendix B:Standard Provisions Appendix C:Grantee Proposal/Scope of Work Appendix D:Project Management Attachments/Forms Attachment 1:Notice of Project Completion AMENDMENTS:Any amendments to this Agreement must be signed by authorized representatives of Grantee and the Authority and should be listed here. Grant VE thority Executive Director or rantee Project Manager Designee Signature Date y/Date Sonat ateAeeepeneaLafi/4 Qo bd fut Charles Escoffon,Yim Vail Sara Fisher-Goad, Mayor Project Manager AEA Executive Director Kasaan BFU Grant Agreement #7210014 Table of Contents Grant No.7210014 AGREEMENTvossssssscesseaseseveserecevsvencsssssssssessesssesnssssseeecaesessuesenscusanassoncesaseneeeeessssseasoseusaseestaquensauacauaranenenegesesssueneoeas I APPENDIX A GENERAL PROVISIONS 4 1.DEFINITIONS..c0cccoccsscocececcosossessscscrsvsssecsccssesssesscecsceesceceussnstacscasessosessssosecsscorsaccosscassessaseensuaansneaseeasnessersecensosess 4 2.AUTHORITY SAVED HARMLESS ...scscscssssssssccsecssssnscsecsenscstsnassescsoessssessseescacaoscensseoussantosvanansorseasevaesecasssssseaneoess 4 3.WORKERS'COMPENSATION INSURANCE ..sssssssessesererses senscatesancacssessasenasasscesencensasesscescasorstsacasers 4 4.INSURANCE ....ccscssscnsresescsccaeseacsesersnor jeveeesscsacasecnsscoaees 4 5.EQUAL EMPLOYMENT OPPORTUNITY (EEO)....sssesssssssesssossesssssecsessvensavensensccsssneesecanesesansessessvessessssesnsensoanees 5 6.PUBLIC PURPOSES ......s.ssseessesesrseoes savepasecessnenesesees 5 7.OFFICIALS NOT TO BENEEIT ......ssesese0e sevsausussenesesseetsceueseneaeceeousasaeseacscscnonaness 5 8.GOVERNING LAW sencousensncnssasessnesasscanscccsvsonsnsacessscsssncnasseeesesssueaeavessnsssssestasossscossasseasodaccasseaasoneses 5 9.COMPLIANCE WITH APPLICABLE LAW AND FUNDING SOURCE REQUIREMENTS ......ssescossssssseersosensesecsseavsseene 5 10.SEVERABILITY ......sccessssosecsssevessesseaes sasseacessncersacesasacscsassasssasssensnsenssesesonss 5 i,NON-WAIVER wessssssssssonsscsnessnsesssuessnsersnssanessonensasecsnosssnscssosssssssanesesssssnnesenessee 6 12,INTEGRATION stccassssuerseoresescsccscesecessecsscacocnsocsavasscunsessnsoceroeseseseroossssssecesaeaessenssasssssane 6 13.GRANTEE NOT AGENT OF AUTHORITY.......ssssssssssesoscoresseesnsenevesssacans 6 14.DISPUTES ....sssssesscescsneocseees ven vocsvesacsesseanas 6 15.TERMINATION ..cssecsssssescscsssssscesesscsssvevscensncssecnssscnsacnsseassenesssasaesesosacsasetesuseneeessesons A) 16.TERMINATION DUE TO LACK OF FUNDING .....ccccscsesscsssssesencosecesescssacsssecoenessasssessssecosesssessssacoessors 7 17.NO ASSIGNMENT OR DELEGATION .....cccccsssssecesssscsersceseossccasssenscenssesensossassnassccasssessncosssesessenserscssessoese 7 18.NO THIRD PARTY BENEFICIARIES ....s.sssssscesssssesssssesesonsesssssssrncsseseos seuanseeesssasseussesesenasatenseacaessssanseasersees 7 19.NO ADDITIONAL WORK OR MATERIAL v.sescsscscsssessssstrscssssencsccssacessasecessonoeseasecsscnssecsssanscsacesssssscassenssaneeseaseeas 7 20.CHANGES .osesccssscecsscersesosssersetssccsoessnacees pevasacscsasscsaesceneoseacsssesnscatanessesoassnsessessosescaesensassseaens 7 21.TAX COMPLIANCE RESPONSIBILITIES OF GRANTEE....+..0000 vest a: 22.LOBBYING ACTIVITIES ..ssccssesssesesscssessosene sasacaenesacessacessuesoteseecossocosscvasatssopetsosstsaneseesonss 8 23.OWNERSHIP OF DOCUMENTS AND PRODUCTS seveessevsessosesesceseseeraseesessasorcossacssssenesapsousssesevesacaevsvaouseces 8 24.INSPECTIONS AND RETENTION OF RECORDS 8 25,AUDITS .cscscescessccscessessscosssvcssssssssssesscesecssseuecssatsasasacenenenseasooesseesscaseeaaes 8 26.LEGAL AUTHORITY .......ccccssssssossssrsccessscsssasstecsenssssorsacssserstssoesscessssseseseseerseres 8 27.GRANT CLOSE OUT.....scscsesscsssssssssnsesenenscessssssecessnvsssenssssesssenesssscsseasenonenseeesssussssccssasesessonsanesssonsassrsersensensstacas 9 APPENDIX B STANDARD PROVISIONS 10 1.GRANT FUNDING SOURCES ........s0+000+eon 10 2.GOVERNING LAWS......savevssessecsessassesesssnacscesaseessossssecessacccsnenessanessaencncesavenstessacassacacecesessonsssaasacasscenuneees 10 3.INSURANCE REQUIREMENTS....sccssssssrecsesssssecasarsceracarersacesenses .10 APPENDIX B1 STANDARD PROVISIONS FOR GENERAL DESIGN &CONSTRUCTION GRANT....12 1.DECLARATION OF PUBLIC BENEFIT ....+.ssesssese sauseaveavsaessevscuesscesecnsguacassauassesssossonscsscesssase 112 2.SITE CONTROL ....ccssossssesscscssnssvscesconvonesnsessecerstssssesanenesesacenssosandsassesssasecsacgnsuassesnennsssensensnesassecensonserasensscess 12 3.PERMITS.sass seeseeseaserscsscensceessasaseasacnesasatateaseoeseeesscos 12 4.EXCLUSION OF EXISTING ENVIRONMENTAL HAZARDS ....scsssessssccecseescescaconssussanscuntsecssorsoresoesseseassanssusssrsans 12 5.ENVIRONMENTAL STANDARDS 12 6.OWNERSHIP OF FACILITIES veo "12 7.OPERATIONANDMAINTENANCE OF FACILITIES......s.sssssssecsesccacessnsenetestenssessscceseneons ww 13 8.PERFORMANCE/OPERATION AND MAINTENANCE (O&M)REPORTING.....scssssssssssesosoneossestrerseessece 13 9.TARIFFS &RATES FOR USE OF GRANT-FUNDED ASSETS .....cccsssscsssscesserscecsaescsasncatsavsenscosscnesecssseonsesereeseaces 13 10.GRANT-FUNDED ASSETS NOT INCLUDED WITH PCE......cccsssssscsssssssssscosepsosesssscusessseacassessosveussonsssesosessacoraree 14 APPENDIX B2 STANDARD PROVISIONS FOR AEA MANAGED PROJECTS 14 1.AUTHORITY'S RESPONSIBILITIES ....scsecesccessesssssstesssersnssstessseneceseeesassssssnssesatescssassectocsessseconssvsenssanas 14 Page 2 of 17 Kasaan BFU Grant Agreement #7210014 2.FORCE ACCOUNT PAYROLL AND PROJECT COORDINATION..ccccssssssesesses 14 APPENDIX C GRANTEE PROPOSAL/SCOPE OF WORK 15 APPENDIX D PROJECT MANAGEMENT 16 1.PROJECT MANAGEMENT.......sccsscsoesccssssossesssnesnsseesenssnsantsaes .16 2.CONTACT PERSONS ...cccccccecsssssscscscssrssssctcessccsesssocseseonssssvacscesscsvavesssctonsneessans vee 16 3.DOCUMENTATION AND RECORD KEEPING....cscosssesesscersrereccssrenssorsoees 16 ATTACHMENT I NOTICE OF PROJECT COMPLETION FOR MANAGED PROJECTS.....ccscoreeses ee Wi Page 3 of 17 Kasaan BFU Grant Agreement #7210014 APPENDIX A GENERAL PROVISIONS 1.Definitions In this Grant Agreement,attachments and amendments: a)"Authority”means the Alaska Energy Authority,a public corporation of the State of Alaska. b)"Authority Project Manager'means the employee of the Authority responsible for assisting the Grantee with technical aspects of the Project and is one of the Grantor's contacts for the Grantee during all phases of the Project. c)"Authorized Representatives”means those individuals or entities authorized by an entitytoactonitsbehalf,with delegated authority sufficient to accomplish the purposes for which action is needed. d)"Economic Life”means __20__years from the date of the final disbursement. e)"Executive Director'means the Executive Director of the Authority or the Executive Director's authorized representative. f)"Matching Contributions”means the cash,loan proceeds,in-kind labor,equipment, land,other goods,materials,or services a Grantee provides to satisfy any match requirements of a grant or to complete the Project. g)"Project”means Kasaan BFU as defined in Appendix C (Scope of Grant)for which funds have been made available.: h)"State”means the State of Alaska. 2.Authority Saved Harmless As a condition of this Grant,the Grantee agrees to defend,indemnify,and hold harmless the Authority and the State of Alaska,and their agents,servants,contractors,and employees,from and against any and all claims,demands,causes of action,actions,and liabilities arising out of, or in any way connected with this grant or the project for which the grant is made,howsoever caused,except to the extent that such claims,demands,causes of action,actions or liabilities are the proximate result of the sole negligence or willful misconduct of the Authority or the State of Alaska. 3.Workers'Compensation Insurance The Grantee shall provide and maintain Workers'Compensation Insurance as required by AS23.30 for all employees engaged in work under this Grant Agreement.The Grantee shall require any contractor to provide and maintain Workers'Compensation Insurance for its employees as required by AS 23.30. 4,Insurance The Grantee is responsible for obtaining and maintaining any necessary insurance andendorsementsasdefinedinAppendixBStandardProvisions Page 4 of 17 Kasaan BFU Grant Agreement #7210014 5.Equal Employment Opportunity (EEO) The Grantee may not discriminate against any employee or applicant for employment because of race,religion,color,national origin,age,physical handicap,sex,marital status,changes inmaritalstatus,pregnancy,or parenthood.The Grantee shall post in a conspicuous place,available to employees and applicants for employment,a notice setting out the provisions of this paragraph. The Grantee shall state in all solicitations or advertisements for employees to work on Authorityfundedprojects,that it is an Equal Opportunity Employer (EEO)and that all qualified applications will receive consideration for employment without regard to race,religion,color, national origin,age,physical handicap,sex,marital status,changes in marital status,pregnancy or parenthood. The Grantee shall include the provisions of this EEO article in every contract relating to this Grant Agreement and shall require the inclusion of these provisions in every agreement entered __into by any of its contractors,so that those provisions will be binding upon each contractor and subcontractor, 6.Public Purposes The Grantee agrees that the Project to which this Grant Agreement relates shall be dedicated to public purposes and any project constructed or equipment or facilities acquired,shall be owned and operated for the benefit of the general public.The Grantee shall spend monies appropriated under this grant only for the purposes specified in the Grant Agreement.The benefits of the Project shall be made available without regard to race,religion,color,national origin,age,physical handicap,sex,marital status,changes in marital status,pregnancy or parenthood. 7.Officials Not To Benefit No member of or delegate to Congress or the Legislature,or officials or employees of the Authority or Federal government may share any part of this agreement or any benefit to arise from it. 8.Governing Law This Grant Agreement is governed by the laws of the State of Alaska.Any civil action arising from this Agreement shall be brought in the Superior Court for the Third Judicial District of the State of Alaska at Anchorage. 9.Compliance with Applicable Law and Funding Source Requirements The Grantee shall comply with all applicable local,state and federal statutes,regulations, ordinances and codes,whether or not specifically mentioned herein.Refer to Appendix B Standard Provisions for more specific requirements. 10.Severability \f any section,paragraph,clause or provision of this Agreement is held invalid or unenforceable, the remainder of this Agreement shall be unaffected and enforced to the fullest extent possible, and the invalid or unenforceable provision shall be deemed replaced with a valid and enforceable provision that is as similar as possible to such invalid or unenforceable provision. Page 5 of 17 Kasaan BFU Grant Agreement #7210014 11.Non-waiver The failure of either party at any time to enforce a provision of this Agreement shall in no wayconstituteawaiveroftheprovision,nor in any way affect the validity of this Agreement,or any part hereof,or the right of such party thereafter to enforce each and every provision hereof. 12.Integration This instrument and all appendices,amendments and attachments hereto embody the entire Agreement of the parties concerning the grant funds granted hereunder.There are no promises,terms,conditions,or obligations regarding said funds other than those contained in the documents described above;and such documents shall supersede all previous communications,representations or agreements,either oral or written,between the parties hereto.To the extent there is any conflict between the provisions of Appendix A and B the Grantee's application or proposal,the provisions of Appendix A and B prevail. 13.Grantee Not Agent of Authority The Grantee and any agents and employees of the Grantee act in an independent capacity and are not officers or employees or agents of the Authority in the performance of this Grant Agreement. 14,Disputes Any dispute arising under this Grant Agreement which is not disposed of by mutual agreement must be dealt with in accordance with 3 AAC 108.915. 15.Termination 1.Termination by Mutual Agreement This Grant Agreement may be terminated,in whole or in part,prior to the completion of contract project activities when both parties agree that continuation is not feasible or would not produce beneficial results commensurate with the further expenditure of funds.The Authority will determine whether an environmental review of the cancellation is required under State and/or Federal law.The parties must agree on the termination conditions,including effective date and the portion to be terminated.The Grantee shall not incur new obligations for the terminated portion after the effective date,and shall cancel as many outstanding obligations as possible.The Authority shall make funds available to the Grantee to pay for allowable expenses incurred before the effective date of termination. 2.Termination for Cause If the Grantee fails to comply with the terms of this Grant Agreement,or fails to use the grant for only those purposes set forth herein,the Authority may take thefollowingactions: a)Suspension -After notice in writing by certified mail to the Grantee,suspendthegrantandwithholdanyfurtherpaymentorprohibittheGranteefrom incurring additional obligations of grant funds,pending corrective action by theGranteeoradecisiontoterminate.Response must be received within fifteen (15)days of receipt of the written notice. Page6 of 17 Kasaan BFU Grant Agreement #7210014 b)Termination -Terminate the grant in whole or in part,at any time before thefinalgrantpaymentismade.The Authority shall promptly notify the Grantee inwritingofitsdeterminationtoterminate,the reason for such termination,and theeffectivedateofthetermination.Payments made to the Grantee or recoveries by the Authority shall be in accordance with the legal rights and liabilities of the parties. 3.Recovery of Funds In the event of a default or violation of the terms of the Grant Agreement by theGrantee,the Authority may institute actions to recover all or part of the projectfundspaidtotheGrantee.Repayment by the Grantee of grant funds under this recovery provision shall occur within thirty (30)days of demand. All remedies conferred on the Authority by this agreement or any otherinstrumentoragreementarecumulative,not exclusive,and may be exercised concurrently or consecutively at the Authority's option. 16.|Termination Due to Lack of Funding In the event funding from the Authority,federal or other sources is withdrawn,reduced,or limited in any way after the effective date of this agreement and prior to normal completion,the Authority may terminate the agreement,reduce funding,or re-negotiate subject to those new funding conditions. 17.|No Assignment or Delegation The Grantee may not assign or delegate this Grant Agreement,or any part of it,or any right to any of the money to be paid under it,except with the written consent of the Executive Director or Designee. 18.No Third Party Beneficiaries Except as otherwise specified in this agreement,no person is a third party beneficiary of this Agreement and this Agreement creates no third party rights.Specifically,any person who is not a party to this Agreement shall be precluded from bringing any action asserting the liability of a party or asserting any right against a party to this Agreement,through the terms of this Agreement.No person,other than a party to this Agreement,may bring any action based upon this Agreement for personal injuries,property damages,or otherwise. 19.No Additional Work or Material No claims will be allowed for additional work,materials,or equipment,not specifically authorized in this Grant Agreement,which are performed or furnished by the Grantee. 20.Changes Any changes which have been agreed to by both parties will be attached and made a part ofthisGrantAgreementbyuseofawrittenAmendment.Any such Amendment must be datedandsignedbyAuthorizedRepresentativesoftheAuthorityandtheGrantee. Page 7 of 17 Kasaan BFU Grant Agreement #7210014 21.Tax Compliance Responsibilities of Grantee The Grantee is responsible for determining applicable federal,state,and local tax requirements, for complying with all applicable tax requirements,and for paying all applicable taxes.The Authority may issue an IRS Form 1099 for Grant payments made.The Grantee shall pay all federal,state and local taxes incurred by the Grantee and shall require the payment of all applicable taxes by any contractor or any other persons in the performance of this Grant Agreement. 22.Lobbying Activities In accepting these funds,the Grantee agrees and assures that none of the funds will be used for the purpose of lobbying activities before the United States Congress or Alaska Legislature. No portion of these funds may be used for lobbying or propaganda purposes as prohibited in AS 37.05.321,18 U.S.C.1913,31 U.S.C.1352,or other laws as applicable. 23.Ownership of Documents and Products Except as otherwise specifically agreed,all designs,drawings,specifications,notes,artwork, computer programs,reports and other work developed with grant funds in the performance of this agreement are public domain and may be used by the Authority and/or public without notice or compensation to the Grantee.The Grantee agrees not to assert any rights and not to establish any claim under the design patent or copyright laws.Except as otherwise specificallyagreed,and without limiting any Intellectual Property requirements of a federal funding agency, the Authority shall have unlimited rights to use and to disseminate any data produced or delivered in the performance of the contract.For purposes of clarity,nothing in this section precludes Grantee from using any document or product with respect to the Project or other Grantee uses. 24,Inspections and Refention of Records The Grantee shall keep a file for financial,progress and other records relating to theperformanceofthegrantagreement.The file must be retained for a period of four years from the fully executed close out of the grant agreement or until final resolution of any audit findingsclaimorlitigationrelatedtothegrant.The Authority may inspect,in the manner and at reasonable times it considers appropriate,records and activities under this Grant Agreement. 25.Audits This Grant Agreement is subject to 2 AAC 45.010 single audit regulations for State Grants.The Grantee must comply with all provisions of 2 AAC 45.010 and any additional audit requirementsoutlinedinAppendixD. Commercial (for-profit)entities shall obtain an audit by an independent auditing firm similar to aprogramauditpreparedunderOMBA-133.The auditee and auditor shall have basically thesameresponsibilitiesforthefederalorstateprogramastheywouldhaveforanauditofamajorprograminasingleaudit.The expenditure threshold is $500,000 in the commercial entity'sfiscalyear. 26.Legal Authority The Grantee certifies that it possesses legal authority to accept grant funds under the State of Alaska and to execute the Project described in this Grant Agreement by signing the GrantAgreementdocument.The Grantee's relation to the Authority and the State of Alaska shall beatalltimesasanindependentGrantee. Page 8 of 17 Kasaan BFU Grant Agreement #7210014 27.Grant Close out Upon completion of all work and expenditure of all grant funds related to the Project the Authority will provide written notice to the Grantee that the Grant will be closed.The Grantee shall sign the Notice of Project Closeout within 30 days after it is delivered by the Authority.The Grant will be considered closed upon receipt of the signed Notice of Project Closeout. The Grant will be administratively closed if the Grantee fails to return the Notice of Project Closeout within 30 days after it is delivered by the Authority.If the Grantee has a valid reason for the Grant to remain open,they must contact the Authority in writing within 30 days. No additional reimbursements will be made to the Grantee after the grant is closed out. Page 9 of 17 Kasaan BFU Grant Agreement #7210014 Appendix B_Standard Provisions 1.Grant Funding Sources This Grant is subject to appropriation and availability of funds as listed below: State of Alaska $260,000 SLA 2012 Ch.17,Sec.1,Pg.6,Ln 9-10 Grantee acknowledges that if additional grant funds are made available they are subject to the terms and conditions of this Agreement and any amendment. 2.Governing Laws The Grantee shall perform all aspects of this Project in compliance with all applicable state, federal and local laws. 3.Insurance Requirements The following insurance requirements are in effect for this Project.Grant funds will be used to procure Project related insurance and the Authority will work with the Grantee to ensure that these requirements are met.Insurance will be obtained with an insurance carrier or carriers covering injury to persons and property suffered by the State of Alaska,Alaska Energy Authority or by a third party as a result of operations under this grant.The insurance shall provide protection against injuries to all employees of the Project engaged in work under this grant.All insurance policies shall be issued by insurers that (i)are authorized to transact the business of insurance in the State of Alaska under AS 21 and (ii)have a Bests Rating of at least A-Vil and be required to notify the Authority,in writing,at least 30 days before cancellation of any coverage or reduction in any limits of liability. Where specific limits and coverage are shown,it is understood that they shall be the minimum acceptable and shall not limit the Grantee's indemnity responsibility.However,costs for any coverage in excess of specific limits of this agreement are the responsibility of the Grantee and may not be charged to this grant agreement. The following policies of insurance shall be maintained with the specified minimum coverage and limits in force at all times during the performance work under this Project: 1.Workers'Compensation:as required by AS 23.30.045,for all employees engaged in work under this Project.The coverage shall include: a.Waiver of subrogation against the State and the Alaska Energy Authority and Employer's Liability Protection at $500,000 each accident/each employee and $500,000 policy limit; 2.Commercial General Liability:on an occurrence policy form covering all operations under this Project with combined single limits not less than: a.$1,000,000 Each Occurrence; b.$1,000,000 Personal Injury; c.$1,000,000 General Aggregate;and d.$1,000,000 Products-completed Operations Aggregate. Page 10 of 17 Kasaan BFU Grant Agreement #7210014 The State of Alaska and Alaska Energy Authority shall be named as an Additional insured. 3.Automobile Liability:covering all vehicles used in Project work,with combined single limits no less than $1,000,000 each occurrence. All of the above insurance coverage shall be considered to be primary and non-contributory to any other insurance carried by the State of Alaska and Alaska Energy Authority,whether self- insurance or otherwise. The Authority's acceptance of deficient evidence of insurance does not constitute a waiver of Grant requirements. Page 11 of17 Kasaan BFU Grant Agreement #7210014 Appendix B1_Standard Provisions for General Design &Construction Grant 1.Declaration of Public Benefit The parties acknowledge and agree that the Project shall be constructed,owned and operated for the benefit of the general public and will not deny any person use and/or benefit of Project facilities due to race,religion,color,national origin,age,physical handicap,sex,marital status, changes in marital status,pregnancy or parenthood. 2.Site Control If the grant Project involves the occupancy and use of real property,the Grantee assures that it has the legal right to occupy and use such real property for the purposes of the grant,and further that there is legal access to such property.The Grantee is responsible for securing the real property interests necessary for the construction and operation of the Project,through ownership,leasehold,easement,or otherwise,and for providing evidence satisfactory to the Authority that it has secured these real property interests. 3.Permits It is the responsibility of the Grantee to identify and ensure that all permits required for the construction and operation of this Project by the Federal,State,or Local governments have been obtained unless otherwise stated in Appendix C.These permits may include,but are not limited to,Corps of Engineers,Environmental Protection Agency,Alaska Department of Environmental Conservation,State Historic Preservation Office,State Fire Marshal,Alaska Department of Natural Resources,Alaska Department of Fish and Game and Boroughs. 4,Exclusion of Existing Environmental Hazards Grant funds for investigation,removal,decommissioning,or remediation of existing environmental contamination or hazards,are not allowed unless specifically specified and approved in Appendix C. 5.Environmental Standards The Grantee will comply with applicable environmental standards,including without limitation applicable laws for the prevention of pollution,management of hazardous waste,and evaluation of environmental impacts. 6.Ownership of Facilities The Grantee shall assume all liabilities arising from the ownership and operation of the Project.Grantee will not sell,transfer,encumber,or dispose of any of its interest in the facilities constructed with this grant funding during the economic life of the project without prior writtenapprovaloftheAuthority. Page 12 of 17 Kasaan BFU Grant Agreement #7210014 7.Operation and Maintenance of Facilities The Grantee is required to maintain and operate the facilities defined in Appendix C of thisagreementfortheeconomiclifeofthefacilityorthespecificperiodoftimedesignatedherein. In the event that the Grantee is no longer operating the facilities for the intended purposes theAuthoritymayrequiretheGranteetoreimbursetheAuthorityanamountbasedonthetotal contribution of the Authority,the value of the assets,and the terms and conditions of this agreement.The Authority may require that the assets acquired under this agreement be soldandtheproceedsreturnedtotheAuthority. 8,Performance/Operation and Maintenance (O&M)Reporting If the grant is for Project construction,the Grantee must provide the Authority with aPerformance/O&M Report annually for five years after Project completion.The Performance/ O&M Report must include:(1)a detailed description of Project operations and maintenance activities and issues;and (2)a detailed description of Project performance,including energyoutput,estimated fuel savings resulting from the operation of the Project,and any other relevant measures of Project performance reasonably requested by the Authority,a description of repairs and modifications to the Project,and recommendations for improvements for similar future projects. The Authority may take into account the Grantee's failure to provide the required annual Performance/O&M Report in evaluating future applications from the Grantee for grant funds. The Authority encourages Grantees to provide annual Performance/O&M reports for the life of the Project,and may consider the Grantee's voluntary submittal of annual Performance/O&M reports beyond the first five years in evaluating future applications from the Grantee for grant funds. 9.Tariffs &Rates for Use of Grant-Funded Assets Rates for power provided as a result of generation or transmission facilities built with grant funds may be subject to review and approval by the Regulatory Commission of Alaska (RCA),or if the rates are not subject to RCA review and approval,they may be subject to review and approval by the Authority to ensure reasonable and appropriate public benefit from the ownership and operation of the Project. As a condition of the grant,Independent Power Producers will agree to sell energy resources for electricity and heat at a cost-based rate for the economic life of the project.The Authority will hire an independent economist to provide guidance in developing a cost-based rate for electric sales with an appropriate rate of return on equity. The allowable cost-based rate represents the highest rate that the Independent Power Producer will be allowed to charge.Because the cost-based rates are a grant condition,avoided costs rates or Public Utility Regulations Policies Act (PURPA)rates will not apply for projects which obtain grant funding. Application for a Certification of Public Convenience and Necessity (CPCN)is also a grant condition.RCA action related to the issuance of the CPCN must be completed prior to the issuance of any construction grant funding. Page 13 of 17 Kasaan BFU Grant Agreement #7210014 10.Grant-funded Assets Not Included with PCE The Grantee agrees that it will not include the value of facilities,equipment,services,or otherbenefitsreceivedunderthisgrantasexpensesunderthePowerCostEqualizationProgramor as expenses on which wholesale or retail rates or any other energy tariffs are based. |Appendix B2 Standard Provisions for AEA Managed Projects 1.Authority's Responsibilities in consideration for this Grant,Grantee hereby appoints the Authority to act as its agent for the design,construction,management,and administration of the Project. As Agent of the Grantee the Authority will be responsible for all matters related to the Project design and construction in accordance with this Grant Agreement,including but not limited to development and approval of plans and specifications;procurement of all materials and services,hiring force account labor,and accounting and reporting all expenditures as required by the State of Alaska,provided that the Authority will not be responsible for any matters not required by this Grant Agreement. lf other funding sources for the Project require the Authority to assume additional duties as the agent of the Grantee,then those requirements will be identified and the duties will be assumed in a separate agreement which will be included as an Attachment to this Grant. The Grantee is responsible for monitoring the Project work to the extent necessary for the Grantee to determine that the work is proceeding satisfactorily and so that the Grantee can perform its responsibilities pertaining to the Project and operate and maintain the Project after Project completion. The Grantee will raise with the Authority promptly any concerns or issues it may have regarding the Project,and if those concerns or issues are not satisfactorily resolved the Grantee will promptly give written notice with a detailed description of the concerns or issues to the Authority's Project Manager. The Authority may engage an accounting firm to provide payroll services for the Project.If so engaged,the accounting firm may process payroll and per diem checks,make the required payroll tax payments,perform all required payroll tax and other reporting,and compute worker's compensation amounts payable by project as defined in their contract,and perform any other payroll services that may be required for the Project.In addition,the Authority will provide the Workers'Compensation insurance for the workers hired to complete this project. 2.Force Account Payroll and Project Coordination The Grantee will assist the Authority in obtaining qualified local labor for the Project and will provide necessary local administration assistance,including recommending qualified local personnel;assisting in obtaining necessary personnel information;assisting in obtaining housing for nonresident workers;facilitating communications between the Authority,the community and local employees;and serving as a liaison between the Authority and thecommunity. Page 14 of 17 Kasaan BFU Grant Agreement #7210014 Appendix C Grantee Proposal/Scope of work This award is for the proposed new bulk fuel facility.Kasaan has requested that it include 1 - 3,000 gallon for #1 diesel;1 -1,500 gallon for #2 diese!and 1 -2,000 gallon tank for unleaded gas and be located on a lot owned by the City.This request will be confirmed as part of the CDR process.The scope of work for this Grant Agreement includes the following activities that will be performed by the Authority: Solicitation for Architect/Engineer Design Services for: Preparation of Conceptual Design Report (CDR)with cost estimate Preparation business plan Preparation of Design including cost estimate Construction Phase Services (when funding becomes available) Solicitation of bids for construction,including startup and commissioning This phase of the scope for the project includes preparation of CDR,Business Plan and Design. Anticipated Schedule: CDR May,2014 Business Plan June,2014 _Design August,2014 Page 15 of 17 Kasaan BFU Grant Agreement #7210014 Appendix D_Project Management 1.Project Management The Grantee will notify the Authority immediately of any significant organizational changes during the term of the grant,including changes in key personnel or tax status,any unforeseen problem or project delay that may cause a change to the work plan or budget or that mayotherwiseaffecttheGrantee's ability to perform its commitments under this Grant Agreement. Any unreported or unapproved changes to the work plan or budget evident in reports may result in an amendment being required,costs disallowed,suspension or termination of the grant as described in Appendix A. 2.Contact Persons For the Grantee For The Authority Grant Manager Grant Manager Charles Escoffon Shawn Calfa,Grants Administrator P.O.Box KXA 813 W.Northern Lights Blvd. Ketchikan,AK 99950 Anchorage,Alaska 99503 kasaancityclerk@aptalaska.net scalfa@aidea.org 907-542-2212 907-771-3031 Project Manager Jim Vail 813 W.Northern Lights Blvd. Anchorage,Alaska 99503 jvail@aidea.org 907-771-3064 3.Documentation and Record Keeping The Grantee shall maintain the following in their files: Grant application, Grant agreement and any amendments, All written correspondence or copies of emails relating to the Grant, Reports,including any consultant work products, The Authority and any authorized federal representative may inspect,in the manner and at anyreasonabletimeeitherconsidersappropriate,the Grantee's facilities,records,and activities funded by this Grant Agreement. Page 16 of 17 Kasaan BFU Grant Agreement #7210014 Attachment1 Notice of Project Completion for Managed Projects _ NOTICE OF PROJECT COMPLETION ALASKA ENERGY AUTHORITY Project Name:Kasaan BFU Grantee:City of Kasaan Grant Number:7210014 The Alaska Energy Authority (the Authority)certifies and acknowledges that the Project referenced above has been completed,and that all tasks have been satisfactorily carried out in accordance with the terms and conditions of Agreement Number:7210014. Project Manager Date Alaska Energy Authority The Authority has expended the following amounts for Grant Number:7210014: $xxx,xxx in funds from the State of Alaska. Pursuant to Appendix B1 #8 'Performance/Operation and Maintenance (O&M)Reporting',the Grantee is required to provide detailed reports annually,for five years. Page 17 of 17 7285/2013 -1 ate . Project Code:340276 : .....,Future Budget/Advances coco koe ote butt cece da be cee ue .bee ,:.:.=.20010 __|Advances 0.00 0.00 |0.00 |0.00 70005 ]FUTURE BUDGET 300,000.00 0.00 |0.00 |300,000.00 Future Budget/Advances Totals 300,000.00 0.00 0.00 |0.00 0.00 !0.00 300,000.00 Non-Grant 71001 NON GRANT -UNCATEGORIZED 25,000.00 0.00 0.00 0.00 .0.00 0.00 71005 PERSONAL SERVICES 0.00 0.00 0.00 0.00 0.00 73150 AEA STAFF 0.00 0.00 0.00 0.00 0.00 72005 TRAVEL 0.00 0.00 0.00 0.00 0.00 73120 DESIGN ENGINEERS 0.00 0.00 0.00 0.00 0.00KasaanBFU(2)73005 CONTRACTUAL 0.00 0.00 0.00 0.00 0.00 74005 MATERIALS,0.00 0.00 0.00 0.00 0.00 75005 EQUIPMENT 0.00 0.00 0.00 0.00 !0.00 Non-Grant Totals 25,000.00 0.00 0.00 0.00 0.00 |0.00 25,000.00 Subrecipient Grant Posting Date:1/1/2001..3/30/2014 77005 GRANT-AEAMANAGED 0.00 0.00 0.00 0.00 0.00 77310 GRANT -PASS THROUGH 0.00 0.00 0.00 0.00 0.00 As of Entry No:1789090 77510 CM LABOR 0.00 0.00 0.00 0.00 77515 FA LABOR 0.00 0.00 0.00 0.00 Report Run Date:'11/25/13 2:56 PM 77530-INS WORKER COMP/GEN LIABILITY INS 0.00 0.00 0.00 0.00 77520 TRAVEL 0.00 0.00 0.00 0.00 77525 PJ SITE FOOD &LODGE 0.00 0.00 0.00 0.00 77530-Other [CONTRACTUAL 0.00 0.00 0.00 0.00 77535..77540 _|FREIGHT 0.00 0.00 0.00 0.00 1 77550 MATERIALS 0.00 0.00 0.00 0.00 77560 EQUIPMENT 0.00 0.00 0.00 0.00 77570 LAND 0.00 0.00 0.00 0.00 77890 DAMAGE CLAIMS 0.00 0.00 0,00 0.00 Grant Totals 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Community Centribution |a 77900___|COMMUNITY CONTRIBUTION G.00 0.00 0.00 0.00 0.00 |0.00 |0.00 i]L Total Project Costs (INCLUDING unposted payroll):25,000.00 0.00 0.00 0.00 0.00 0.00 25,000.00 ©FundNo.-"*---Contract Contract Title Award AR Code Funding Source Budget " Actual - Encumbrance Commitment:Sr"Totat Unposted Payrot ---Remaining - ..Future Budget/Advances we "pect dne tae wie ren .-:Lee .rn .” £2830 |00000 iNA |{13130010 |S-AEA Bulk Fuel Upgrades AR 52229-17 |300,000.00 |__0.00 |0.00 |0.00 |0.00 |0.00 |300,000.00 1 I T T I 300,000.00 |0.00 |0.00 |0.00 |0.00 '0.00 |300,000.00 Contract -------_Contract Tite --------_Award ---_AR Code- Non-Grant £2830 |00000 [NA |[13130010 [S-AEA Bulk Fuel Upgrades AR $2229-17 |25,000.00 |0.00 |0.00 |0.00 |0.00 |0.00 |25,000.00 r ||||[25,000.00|_0.00 |0.00 |0.00 |0.00 |0.00 |25,000.00 Subrecipient Grant |||||;ce |0.00 |0.00 |0.00 |0.00 |0.00 |0.00 |0.00 ™ 7 Community Contribution 0.00 0.00 0.00 0.00 0.00 0.00 0.00 TOTAL PROJECT FUNDING (INCLUDING Future Budget/Advances).325,000.00 0.00 0.00 0,00 0.00 0.00 325,000.00 Balance Check 325,000.00 0.00 0.00 0.00 0.00 9.00 325,000.00 Difference 9.00 0.00 0.00 0.00 ___.0.00 ___0.00 0.00 ? H:WetReports\AEA Reports\Project Reports\Project Budget Recap1-JET-REV110713.xdsx 340276 }/4 Page 1 of 1 >ran BFU-CLOSED 01/07 a4 -/ject Code it 336834 OC Vw Sef 4 ....ifd Range ane ia ee) -Date 1/1/01..06?30/12 FUND |CONTRACT AWARD CONTRACT TITLE AR Code DESCRIPTION GL Account |Budget Actual Encumbrance |Commitment |Remaining | :FEDERAL FUNDING Project ManagementE283031001DenaliCommissionGrant0048-DC-2002-11-09/30/08 01110003 |F-FED Energy Projects /AR32615-05-CLOSED 71000..76999 25.78 25.78 0.00 0.00 0.00E283031001DenaliCommissionGrant0048-DC-2002-11-09/30/08 03110004 |F-Federal Energy Projects/AR 32668-07-closed 71000..76999 154.65 154.65 0.00 0.00 0.00£2830 31001 Denali Commission Grant 0048-DC-2002-I1-09/30/08 04110004 |F-Federal Energy Projects/32678-10 -closed 71000..76999 |26,220.30 |26,220.30 0.00 0.00 0.00 Total Federal Project Management Funding 26,400.73 |26,400.73 0.00 0.00 0.00 Future Grant Expenses/Advances Total Federal Future Grants/Advances 0.00 0.00 0.00 0.00 0.00 i Subrecipient Grants | 47L Total Federal Subrecipient Grants 0.00 0.00 0.00 0.00 0.00aAzitlaeilNfsTOTALFEDERALFUNDING26,400.73 |26,400.73 0.00 0.00 0.00 aa het oe wha ,-..STATE FUNDING = Project Management Total State Project Management Funding 0.00 0.00 0.00 0.00 0.00 Future Grant Expenses/Advances Total State Future Grants/Advances 0.00 0.00 0.00 0.00 0.00 Subrecipient Grant Total State Subrecipient Grant Funding 0.00 0.00 0.00 0.00 0.00 TOTAL STATE FUNDING |0.00 0.00 0.00 0.00 0.00 | {||{| | |I ||| ce uewigte ad co aan COMMUNITY CONTRIBUTIONS &OTHER FUNDING SOURCES .|<n |t TOTAL COMMUNITY CONTRIBUTIONS l 0.00 |0.00 0.00 0.00 0.00 -_ TOTAL PROJECT FUNDING 26,400.73 |26,400.73 0.00 0.00 0.00BalCk26,400.73 |26,400.73 0.00 0.00 0.00|Difference 0.00 0.00 0.00 0.00 0.00| Project Management 70000..76999 |26,400.73 |26,400.73 0.00 0.00 0.00 AEA Subrecipient Grant 77000..77999 0.00 0.00 0.00 0.00 0.00|Total AEA Funding 26,400.73 |26,400.73 0.00 0.00 0.00 Community Contributions 0.00 0.00 0.00 0.00 0.00|Total Project 26,400.73 |26,400.73 0.00 0.00 0.00 H:\Accounting\BUDGET TO ACTUAL REPORTS\PJBdgtToActual by Funding Source-JET-REV071311.xlsx 340234 12/15/2011 RESOLUTION NO 14-011 A RESOLUTION OF THE CITY OF KASAAN,ALASKA TO PROCEED FORWARD WITH A FUEL TANK FARM GRANT WHEREAS,the Kasaan City Council is the governing body for the municipality of the City of Kasaan, Alaska;and WHEREAS,the City of Kasaan needs to upgrade its fuet tank farm;and WHEREAS,we have an opportunity to continue forward with a grant from Alaska Energy Authority. NOW,THEREFORE BE IT RESOLVED that the City of Kasaan Council allows the mayor to proceed forward with the grant process. PASSED,APPROVED AND ADOPTED by a duly constituted quorum of the Kasaan City Council this 15™ day of October,2013. SIGNED:ATTEST: Mayor Q\-City Clerk 44,4.Lee Charles (Skip)Escoffon Terry West Seal: CoRRESTENDENCE \James Vail From:Andy Horazdovsky <AHorazdovsky@crweng.com> Sent:Thursday,July 17,2014 7:21 PM To:James Vail Ce:Karl Hulse Subject:RE:Teleconf.w/Skip @ Kasaan Jim, Just checking in with you on Kasaan BFU.Have you heard any new info from Skip?We're available for a site visit whenever it's appropriate.Once we nail down the tank and dispenser configuration with Skip and AEA we can proceed with design and permitting. A couple configuration options for discussion (now or during the site visit):|700 1.Asingle protected tank with 3 compartments (3,000 gal Diesel #1,1,500 gal Diesel #2 and 3,000 gal gasoline): a.Tank mounted 3 product dispenser or hose reels. b.Standalone dispenser or hose reels located remote from the tank. 2.Separate tanks for each product (3 total): a.Tank mounted dispenser or hose reel on each tank. b.Standalone dispenser or hose reels located remote from the tanks. Personally |think option 1a is the most attractive given the limited site size and ease of constructability. Thanks, Andy Horazdovsky,PE Civil Engineer CRW Engineering Group,LLC 3940 Arctic Blvd,Ste.300 Anchorage AK 99503 Office 907-562-3252 |Direct 907-646-5691 www.crweng.com Biyp 542 Vara From:James Vail [mailto:JVail@aidea.org] Sent:Tuesday,May 27,2014 3:34 PM To:Karl Hulse;Andy Horazdovsky Subject:Teleconf.w/Skip @ Kasaan Talked to Skip.He can be available at 2pm on Thursday.Will that work for you?He mentioned a couple of things: e Wants 3000 gal gas in lieu of 2000 gal.Other 2 stay the same...for the time being. e A local survey has marked corners.Forgot to ask if he located building on lot. e He's probably going to locate tanks opposite side so don't interfere with shop access. Please do footprint sketch for 2 ea 3k and 1 ea 1,500 for side opposite of shop. Let me know if time will work.|think 1'll come to your office.Thanks, Jim Vail Energy Infrastructure -Project Manager AIDEA/AEA 813 W.Northern Lights Blvd Anchorage,AK 99503 Ph:(907)771-3064 Fax:(907)771-3044 *jvail@aidea.org L) az lam ENERGY AUTHORITY November 17,2014 Ms.Judith Bittner AK State Historic Preservation Office Office of History and Archaeology AK Division of Parks &Outdoor Recreation 550 W.7th Ave.,Suite 1310 Anchorage,AK 99501-3565 Subject:Archaeological Review -Kasaan Bulk Fuel Upgrade Project Dear Ms.Bittner: This letter seeks a determination of "No Historical Properties Affected”for the upcoming Kasaan Bulk Fuel Upgrade Project which is funded primarily through the Alaska Energy Authority (AEA).The scope of this project includes the construction of a new protected three product bulk fuel tank and retail dispensing station placed on a gravel pad extension adjacent to the existing City Shop (see attached figures).It is anticipated that construction will take place during the summer of 2015. Attached to this letter is a current Nation Wide Permit issued by the Alaska Army Corp of Engineers (ACOE)which permits the construction described above (NWP No.18,Minor Discharges.POA-2013-594).It is our understanding that the ACOE performed a cultural resource literature review as part of the permit process.Presumably no known historical properties were identified at the proposed tank farm site,and the permit was issued.As a matter of due diligence,we request the SHPO office confirm this finding to ensure compliance with Section 106 requirements. Based on information provided by the land owner (City of Kasaan)and local residents,no known archaeological resources are located in the Area of Potential Effects (APE).The APE shown on the attached figures encompasses all planned work that involves ground disturbing activities.All other project related work will occur in existing barrow pits or previously disturbed gravel staging areas. If SHPO confirms that no known historical properties are identified in the immediate project area,AEA requests that the SHPO approve the construction activities described above and shown on the attached figures with no field investigation efforts.Should any archaeological, cultural or paleontological resources be discovered during construction activities,work that would disturb such resources will be stopped and the Office of History and Archaeology will be contacted. POAT EEE Eos Soe a kenergyauthority.org: 813 West Northern Lights Boulevard Anchorage,Alaska 99503 1 907.771.3000 Toll Free (Alaska Only)888.300.8534 F 907.771.3044 Kasaan Bulk Fuel Upgrade program November 17,2014 Page 2 If you have any project related questions,please contact Andy Horazdovsky or Karl Hulse,P.E. at CRW Engineering Group,LLC.They can be reached by phone at;907-562-3252 and by email at:ahorazdovsky@crweng.com or khulse@crweng.com. Sincerg¢ly, Jim Vail Energy Infrastructure -Project Manager Ph:(907)771-3064 Fax:(907)771-3044 jvail@aidea.org Attachments: Project Vicinity Map -1 sheet Site Plan -1 sheet Sections -1 sheet POA-2013-594 D AP na peVyooWyPy'ny:\-raf iLAJANOBoneOU| AIDE AEA PO Bom XA FeO,AtaeD UA 99983-4049 Prone 90?$4 2312 far OOF $47 28 Fax Transmittal Form To}Avesta Ewtecy Pumeeoy From |Cyn oF Yasae Name:"Siw Ven Dept:Phone:907-542-2212 Cc:Fax:907-542-2223 FAX#Ao "MH BeA4 E-mail Phone # URGENT[]Date Sent:"Due.SO Bor FOR REVIEW []Time Sent:__\V.eo AM Please Comment []#Hof Pages Please Reply []Including Cover:B Message: "3m , Goten "THis "rot,So Lone "To GET Brac YO Nov.1.wes TANTO ENO WUYEN A Gov BAK ENDED OP Wits TE Fin Ann 1SS0e5 wi} Powre Ca.PND \Wevet TREAT nS Pumas ESC- Woes Neo BAD BA Meee.Cressernas Avo Warr a )Wrnets Neen 'kee .'Vret sacenema-Oramentved Yate 3p rorioanass inpoateere Smeets nAddress PO Box KXA-19 onveg PKasaan,Alaska 99950-0340 Phone:907-542-2212 Fax:907-542-2223 E-mail (Meco Crea ry Foust)5BCSeSiONINEOsRANEOpaiNRAiGAAASSUREteIS o>GRANT REQUEST Grant No.PJ No.Proposal No. (to be assigned by grants sec.){to be assigned by finance)(to be assigned by grants sec.) Project Title:Kasaan BFU Amount:$ Grantee Name:C ity of Kasaa n Address.PO BOX KXA,Ketchikan,AK 99950-0340 shone.907-542-2212 ca:907-542-2223 Entity Classification: ("]For Profit Entity [|]Government Entity-Housing Authority[_|Government Entity-School District |[[]Government Entity-Tribal Council[_]Iindependent Power Producer Ei|Local Government [_]Non Profit Entity []Utility-Cooperative[_]Utitity-Government [_Jutility-Private Grantee Contact (WITH TITLE).Cuaers>TEetoton (Meavoe ? Address PO BOX KXA,Ketchikan,AK 99950-0340 Phone:907-942-2212 E-mait.aSaancityclerk@aptalaska.net /L Grantee Authorized Signer (WITH TITLE),Charles Escoffon,Mayor Phone:DU 7-942-2212 car YOl-542-2223 mail:Kesaancityclerk@aptalaska.net Vet FY (0%)E- Grantee Project Manager (WITH TITLE)._C WARLED TE ocetion CMavees Address:"P.O.Bex KYA T*\N Yeseaed Orescm AAIS0-03A0 Aot S42 Bev]lermd .Phone:Aen BAZ Doro (vorsd E-mail:LAGAN Crm Civee ©AeTeMASKA.KET Type of Grant:[[]AEA Managed [_]Pass Thru [[]Legislative AEA Project Manager: Scope of Work:Attach as WORD Document.(Make sure to include a budget,timeline and/or milestones) Start Date:Completion Date: Funding Source(s):Denali Commission:$CFDA# S:\Grants\01 Grant Stuff\Forms\New GRANT REQUEST FORM.doc September 27,2011 Chris, The City of Kasaan wants to upgrade its fuel tank farm.Currently we have two 5,000 gallon horizontal! single wall steel tanks mounted on skids.These tanks are located in a 30'x30'cement containment area. This area is covered and enclosed on three sides.The front is enclosed with cyclone fencing.These tanks are approximately thirty (30)years old and have spent most of that time without the enclosure.We are worried that they will not pass inspection. Now that we are connected to the road system we do not need that much capacity and would like to upgrade and replace the current tanks with three smaller ones.We would like one 3,000 gallon tank for #1 diesel,one 1,500 gallon tank for #2 diesel and one 2,000 gallon tank for unleaded gas. Dave Lockard with AIDEA suggested we contact you first for information on how AEA and/or AIDEA might assist The City of Kasaan with this project. r Please contact me at the City of Kasaan offices at 907-542-2212 \ Sug FYEaan \ \ ' \ \ Thank you, \O-)eneMichaelEscoffon PO Pera 1 6A tv Koneen Amine OPTIG-OSED Hey ©WH?043-5217LilaheasddinedatoSemlernookteentheatkakied Chris Gobah Alaska Energy Authority 813 W.Northern Lights Blvd Anchorage,AK 99503 October 17,2013 Dear Chris, The City of Kasaan wants to upgrade its fuel tank farm.Currently we have two 5,000 gallon horizontal single wall steel tanks mounted on skids.These tanks are located in a 30X30 cement containment area.This area is covered and enclosed on three sides.The front is enclosed with cyclone fencing.These tanks are approximately thirty (30)years old and have spent most of that time without the enclosure.We are worried that they will not pass inspection. Now that we are connected to the road system,we do not need that much capacity and would like to upgrade and replace the current tanks with three smaller ones,We would like one (1) 3,000 gallon tank for #1 diesel,one (1)1,500 gallon tank for #2 diesel and one (1)2,000 gallontankforunleadedgas. Currently we are leasing land from Kavilco Inc.for our fuel tank farm.Our new plan would be to relocate onto City land.We hope we can work this into the project. Please contact Charles (Skip)Escoffon at (907)542-2212. Thank-you and have a great day!! Sincerely, wy S17 Charles (Skip)Escoffon Mayor City of Kasaan P.O.Box KXA Ketchikan,AK 99950-0340 Ph:(907)542-2212 FAX (907)542-2223 18/18/2813 11:14 ees CITY OF KASAAN PAGE 01/01OQ va Clty Of Chris Gobah Energy Development Planner Alaska Energy Authority October 10,2013 Dear Chris, This is a letter of intent to proceed on the fuel tank farm grant.We will look forward to working with you in the future and thank-you for your patience. Sincerely,. Wey Cob Charles (Skip)Escoffon Mayor City of Kasaan | P.O.Box KXA-19 Ketchikan,AK 99950-0340 Ph (907)542-2212 FAX (907)542-2223 POUR Oe ORDO OEP ODDEN RHE EH HERES OOO ERODE OEOE MRO CEENEOOREOOEEONSPUESERESDECOHUPOORERSSTOTEOE DDE AEHAPES ODES EP OES CLOSER EO PERG EEABSGUASEOOT EDO EHD OLEH ETOH ELO ESE SHOE ROLES TSOP ESHA SORE I ROHS EASE TORTS PO Ora 126-17 Kenan Alara SPIUOQEED Mars 6 WHS62TI1Efms2:ime Ol Chris Gobah Alaska Energy Authority 813 W.Northern Lights Blvd Anchorage,AK 99503 Dear Chris, The City of Kasaan is interested in moving forward with the fuel plant grant.Please feel free to talk to our Maintenance/Fuel Supervisor,Darl West.He can be reached by phone at (907)542- 2212 or email at kasaanmaintenance@aptalaska.net . Thank-you and have a great day!! Sincerely,Wat Gn Della Coburn Mayor City of Kasaan P.O.Box KXA Ketchikan,AK 99950-0340 Ph:(907)542-2212 FAX (907)542-2223 %James Vail From:James Vail Sent:Wednesday,July 10,2013 5:21 PM To:'Terry West' Subject:RE:test Attachments:SKMBT_C55213071016150.pdf Finally came thru.Our system was down.Seems to be working© I've attached a copy of the example letter.You can address it to me. From:Terry West [mailto:kasaancityclerk@aptalaska.net] Sent:Wednesday,July 10,2013 3:28 PM To:James Vail Subject:test Test Terry West City of Kasaan City Clerk PO Box KXA-19 Ketchikan,Alaska 99950-0340 907-542-2212 907-542-2223 Fax \Leven HEALD BACK.) 90 Bok KHUTY Kasane Abgshs 99950.03480 Phong #907Fan89O7SAE22236easecaageMraaheetSAE ETE September 27,2011 Sandra, The City of Kasaan wants to upgrade its fuel tank farm.Currently we have two 5,000 gallon horizontal single wall steel tanks mounted on skids.These tanks are located in a 30'x30'cement containment area. This area is covered and enclosed on three sides.The front is enclosed with cyclone fencing.These tanks are approximately thirty (30)years old and have spent most of that time without the enclosure.We are worried that they will not pass inspection. Now that we are connected to the road system we do not need that much capacity and would like to upgrade and replace the current tanks with three smaller ones.We would like one 3,000 gallon tank for #1 diesel,one 1,500 gallon tank for #2 diesel and one 2,000 gallon tank for unleaded gas. Dave Lockard with AIDEA suggested we contact you first for information on how AEA and/or AIDEA might assist The City of Kasaan with this project. Please contact me at the City of Kasaan offices at 907-542-2212 Thank you, Michael Escoffon Jessica Stolp 'rom:David Lockard Sent:Tuesday,March 06,2012 5:41 PM To:Jessica Stolp Subject:FW:fuel tank farm upgrade Attachments:Chris @ AEA for Fuel Tanks (3).docx Wanted to make sure you got this. From:Mike Escoffon [mailto:mescoffon@aptalaska.net] Sent:Thursday,February 16,2012 10:08 AM To:David Lockard Subject:fuel tank farm upgrade David |was trying to get this letter to Sandra.|faxed it but never heard back from her.Could you forward this to her please. Mike Escoffon City of Kasaan --N Vom }P lease Peove de wy a SAmmary £alata sMyKagean.Dachding Serr -econnen deters vn rs Lo ecard . Bande - e123 -°/2 September 27,2011 Chris, The City of Kasaan wants to upgrade its fuel tank farm.Currently we have two 5,000 gallon horizontal single wall steel tanks mounted on skids.These tanks are located in a 30'x30'cement containment area. This area is covered and enclosed on three sides.The front is enclosed with cyclone fencing.These tanks are approximately thirty (30)years old and have spent most of that time without the enclosure.We are worried that they will not pass inspection. Now that we are connected to the road system we do not need that much capacity and would like to upgrade and replace the current tanks with three smaller ones.We would like one 3,000 gallon tank for #1 diesel,one 1,500 gallon tank for #2 diesel and one 2,000 gallon tank for unleaded gas. Dave Lockard with AIDEA suggested we contact you first for information on how AEA and/or AIDEA might assist The City of Kasaan with this project. Please contact me at the City of Kasaan offices at 907-542-2212 Thank you,Se \v6 ;eC yY L Michael Escoffon =>| Alaska Industrial Development and Export Authority Alaska Energy Authority November 9,2005 Richard Peterson,Mayor City of Kasaan P.O.Box KXA Kasaan,AK 99950 Louis Thompson,President Kavilco Incorporated P.O.Box KXA Kasaan,AK 99950 Subject:Kasaan Energy Projects -Concept Design Report Dear Sirs: Please find enclosed a copy of the Kasaan Bulk Fuel Upgrade Concept Design Report (CDR).The report presents a concept design and construction cost estimate for the upgrade and implementation of a bulk fuel project in the City of Kasaan. Please review the CDR and provide written comments not later than January 15,2006. Forward your comments to: Bryan Carey,P.E. Project Manager Alaska Energy Authority/REG 813 West Northern Lights Blvd. Anchorage,AK 99503 (907)269-3044 fax or Email bcarey@aidea.org If you have any questions,please call me at 907-269-4688 (or 888-300-8534 toll free).|look forward to working with you on the Kasaan Bulk Fuel Project. Sincerely, Bryan Carey,P.E. AEA Project Manager H:\Rural Energy Group (REG)\AEA Bulk Fuel Upgrade (BFU)\Projects Funded\Kasaan\Kas CDR Trans.doc Enclosures:as noted 813 West Northern Lights Boulevard «Anchorage,Alaska 99503 907 /269-3000 *FAX 907 /269-3044 «Toll Free (ALASKA ONLY)888 /300-8534 *www.aidea.org Notes raryPO Box KXA =Kasaan Alaska 99950-0340 Phone #907-S42-2212Fax©907-542-2223 E-math iy)sae SeAnveteet2 eas Bulk Fuel Grant Meeting Sign in Sheet December 8,2015 2:30 P.M. David S.Peele Community Hall \an. 2.7 / :L 3._d 1 " ..:Pos Ve Wes} 4,. 5. 6.: 7.i 8.we i *,et 9. :nag4voue 10.7 'os . 4 £>hag?ij 11...' ao ft i A \.a i po =: 1 Ve12.Le 'i ".'i Tree are Cafe of Paaaen 1B :ar ieeeesy& 14. 15..|}"2 Ly i i?.i raymi:re Pook 4od4.ad ae uy "st ' a ee .am nS .a y ae oy rayoo907-27)-3064 MEA Kis RAN NotesYetV6)IK BOK ul pA eedLe TILL SOLELT-WIPHAGETCbodyHerazdavskufCRWLapipeengi,7 mac Organ,zed)Vllege of Harean|ouhe RAT som tn cel \D iar,of Mucan.Laprie Syptie4 Oven:ae) Ep Salad were#GAFrededsholsenIvNK(Yaules feat,of Ve sidaLSAALSSv.Mesiitantk Kdho Yn t FOLIO CONTEMPORARY NOTE PAGES *MADE IN USA cet Ne Te nl a a ee aE elma ee os Notes Hpatice Vv Lt AGE 6 fF kA slapa]CO V.Z£,) /,Lion fs Ly dev Lo Ly fan CLEEL Za Leoceed uce ayefyse [oe Best Lhvise re HEP ve hsifeOG(V7 Fo.Lyra©D Luise Shack 220 kis D hase Ld Flite 22 ' é c Eyl. '4 "Avg vay 5 wer gett klar paley{Aat:AMsaA YO By 2K GHEE LY.z £ae G2Af '4,CabrioClgSheol DifeietCKK FOLIO CONTEMPORARY NOTE PAGES «MADE iN USA @DAY-TIMER Notes Poor Man Mine |fAban'd) i ee | |"¢:#Round in CH A:Sueyya: ,INTERIOR-GEOLOGICAL SURVEY,WASHINGTON,D.C.-1853 132°20° 35 55°31 4 AGENDA KASAAN BFU FEBRARY 14,2014 PRE-GRANT TELECONFERENCE. Introductions Path Forward 1.Grant execution e Grant has been prepared for CDR and design phases and is being processed., Should be to city next week.(2/28/14)* 2.Select firm for AE services.¢-" e Once grant is signed,AEA will request proposal from term AE firm and initiate an NTP for the CDR (3/15/14)<.' 3.AE prepares conceptual design report (CDR)** ¢CDR site visit and community meeting (4/1/14) e Draft CDR presented to community for review (5/15/14) e Final CDR with comments incorporated (6/1/14) 4.AE prepares business plan (6/8/14) 5.City reviews and approves moving ahead with project 6.AE prepares 65%design and cost estimate (9/1/14) e City approves moving ahead with project 7.AE prepares final design and cost estimate (11/1/14) 8.AEA prepares invitation(s)to bid 9.AEA awards contract(s)(2/1/15) 10.AEA manages construction contract(s) 11.Construction and startup completed (9/1/15) 12.Facilities turned over to City (9/15/15) Action Items Toho 764 pre petTbewillbaalli real wore bhe's Sulina * 55 Po, ApS End of Meeting *All dates are estimated and will be updated in Final CDR) **We sent a copy of the CDR prepared by CRW,November 1,2005 97 Notes Notes CRW ENGINEERING GROUP,LLC.KASAAN BULK FUEL UPGRADE COST ESTIMATE SUMMARY 4/15/2015 ITEM DESCRIPTION COST COMMENT 1.TANK FARM CONSTRUCTION A.FOUNDATION /SITE WORK $63,640 B.TANKS &RELATED EQUIPMENT $101,730 C.PUMP /PIPING /DISPENSING SYSTEMS $113,170 D.POWER,CONTROLS &LIGHTING $126,800 E.MISCELLANEOUS (SPILL RESPONSE,SIGNAGE,ETC.)$33,610 F.OVERHEAD (EQUIPMENT RENTAL,LODGING,ETC.)$115,020 G.FREIGHT $66,695 2.TANK FARM SUB-TOTAL $620,665 4.CONTRACTOR PROFIT $93,000 15% 5.CONTINGENCY $93,000 15% TOTAL ESTIMATED PROJECT COST $807,000 COST ESTIMATE SUMMARY-1 CRW ENGINEERING GROUP,LLC.KASAAN BULK FUEL UPGRADE PROJECT 4/15/2015 CONSTRUCTION COST ESTIMATE ITEM QUAN UNIT UNIT MATL UNIT LAB |LAB LABOR CONTR FREIGHT TOTAL COST COST HRS HRS |RATE COsT COST COST COST FOUNDATION /SITE WORK Clearing and Overburden Removal 1]lump $0 $0 40 40|$90 $3,600 $3,600 Geotextile 7,000 sf $0.09 $630 |0.002 14|$90 $1,260 $1,890 Local Shot Rock 1000}cu.yd.$15.00 $15,000 0.15 150}$90 $13,500 $28,500 Local D-1 AO cu.yd.$29 $1,160 0.40 16}$90 $1,440 $2,600 Concrete Retaining Wall 50]If $160 $8,000 2.50 125]$90 $11,250 $19,250 6'Chain-Link Fence 130 If $15 $1,950 0.50 65|$90 $5,850 $7,800 TANKS AND RELATED EQUIPMENT 9,000 Triple Product Protected 1|ea $92,000 $92,000 0 0}$90 $0 $92,000 Emergency Vents 4|ea $300 $1,200 2 8}$90 $720 $1,920 Pressure/Vacuum/Whistle Vents 3]ea $250 $750 2 6}$90 $540 $1,290 Clock Type Gauges 3]ea $280 $840 2 6}$90 $540 $1,380 Concrete Tank Foundations 2\cu.yd.$500 $1,000 8 16}$90 $1,440 $2,440 Place and Level Tanks 1}ea $0 $0 30 30}$90 $2,700 $2,700 PUMP /PIPING/DISPENSING SYSTEMS 2"Sch 80 Welded Above Grade 160}lin.ft.$11.00 $1,760 0.60 96]$100 $9,600 $11,360 Paint Piping 100]sq.ft.$0.60 $60 |0.10 1o[$90 $900 $960 Misc Strut &Pipe Clamps 1]lump $2,500 $2,500 40 40}$90 $3,600 $6,100 Flexible Connectors 6|ea $125 $750 1 6|$90 $540 $1,290 Submersible Pumps 3]ea $1,500 $4,500 6 18}$90 $1,620 $6,120 Retail Dispenser Cage Enclosure 1}lump $25,000 $25,000 40 40}$90 $3,600 $28,600 Tripple Product Retail Dispenser i]ea $20,000 $20,000 120 120]$90 $10,800 $30,800 Dispenser Nozzles/Flow Restricters 2}ea $200 $400 2 4}$90 $360 $760 Grounding Reel 1]ea $200 $200 2 2}$90 $180 $380 Quick Connect Couplings 2|pair $200 $400 2 4|$90 $360 $760 Spill Containers &Fuel Transfer Fittings 3]ea $1,200 $3,600 8 24}$90 $2,160 $5,760 Flanged Check Valves 3]ea $350 $1,050 2 6}$90 $540 $1,590 Motorized ball valves 3]ea $2,500 $7,500 6 18}$90 $1,620 $9,120 Flanged Ball Valves 3]ea $250 $750 1 3}$90 $270 $1,020 Misc Fittings 1}lump $1,500 $1,500 15 15}$90 $1,350 $2,850 1"Flanged PRV 3{ea $650 $1,950 1 3}$90 $270 $2,220 Filters 3]ea $800 $2,400 4 12+$90 $1,080 $3,480 POWER,CONTROLS &LIGHTING Control Panels 1]ea $15,000 $14,000 80 80}$90 $7,200 $21,200 Conduit,Conductors &Devices 1]lump $12,000 $12,000 120 120}$90 $10,800 $22,800 Area Lighting 1|lump $16,000 $16,000 40 40}$90 $3,600 $19,600 Security Camera System 1}lump $7,500 $7,500 40 40;$90 $3,600 $11,100 Dispenser Controler 1]ea $24,000 $24,000 100 100}$90 $9,000 $33,000 BULK TANK FARM DETAIL-1 CRW ENGINEERING GROUP,LLC.KASAAN BULK FUEL UPGRADE PROJECT 4/15/2015 CONSTRUCTION COST ESTIMATE ITEM QUAN UNIT UNIT MATL UNIT LAB ;LAB;LABOR CONTR FREIGHT TOTAL COST COST HRS HRS |RATE COST COST COST COST Relocate Overhead Power Service 1]lump $8,000 $8,000 40 40}$90 $3,600 $11,600 High/Low level Switches 3]ea $1,600 $4,800 10 30}$90 $2,700 $7,500 MISCELLANEOUS Signs &Valve Tags 1]lump $500 $500 5 5}$90 $450 $950 Form Lumber,Lags,Nails,Etc 1}lump $2,500 $2,500 40 40}$90 $3,600 $6,100 Spill Response Supplies 4]lump $10,000 $10,000 10 10}$90 $900 $10,900 Spill Response Connex 1 ea $10,000 $10,000 24 24|$90 $2,160 $12,160 Misc Tools &Safety Gear 1}lump $2,500 $2,500 0 0}$90 $0 $2,500 Welding Rod,Gases,Etc.1}lump $1,000 $1,000 0 0}$90 $0 $1,000 OVERHEAD Bonding 1|lump $0 $20,000 $20,000 Superintendent (8 wks @ 60hrs)1]lump $0 480}$120 $57,600 $57,600 Pickup Rent 2|__mo.$0 $4,000 $4,000 Welder/Compr/Misc Tool Rent 1}lump $0 $3,500 $3,500 Project Diesel Fuel/Gasoline 4]lump $0 $2,000 $2,000 Commission System &Training 1{_lump $0 16 16}$90 $1,440 $1,440 Crew Travel Time 1{lump $0 60 60}$90 $5,400 $5,400 Crew Airfares 2|R.Trps $0 $6,000 $6,000 Crew Per Diem (3 crew,8 wks,@ 60hrs)168]mn.dy $60 $10,080 $10,080 Lodging (Commercial)2{mo.$2,500 $5,000 $5,000 FREIGHT Barge Freight -SE Hub 58260 |_Ib.$0.75 $43,695 Lighter Freight SE Hub -Kasaan 1 |lump |$20,000.00 $20,000 Misc Small Freight 1}lump $3,000 $3,000 TANK FARM SUB TOTAL $309,650 1,982 $193,740 $50,580 $66,695 $620,665 BULK TANK FARM DETAIL-2 BULK FUEL TANK TECHNICAL SPECIFICATION REG-2015-__ Kasaan Bulk Fuel Upgrade Project 1.0 GENERAL 1.1 Scope A.These specifications are intended to identify specific details to be incorporated in a new shop-fabricated,horizontal bulk fuel tank and dispenser for the Kasaan BFU Project.Items and their respective specification included in this contract are as follows: 1.akonAboveground,horizontal,protected,three product dispensing tank -Section 15175. Dispenser Enclosure -Section 15120. Fuel Piping System -15191 Pumps and Equipment -Section 15192. Fuel Tank Appurtenances -15193. B.Items not included in this contract are as follows: 1. 2. 3. Concrete strip footings Tank mount light pole Wiring and Controls C.Refer to the sections listed above for further details on specific contract components. 2.0 DRAWINGS Contract Drawings are arranged as follows: C6 -9,000 Gallon Protected Dispensing Tank C7 -Tank Details C8 -Tank Mount Light Pole Details C9 -Retail Dispenser Cabinet C10-Retail Dispenser Details Page |of 1 Kasaan Bulk Fuel Upgrade Project Material Takeoff/Quotation Schedule -Bulk Tank and Dispenser UNIT EXTENDED |DELIVERYITEMDESCRIPTIONQUANTITY|UNIT PRICE PRICE DATE Nine Thousand (9,000)gallon,double wall,protected,horizontal, 1 three product,skid mounted dispensing tank for diesel #1,diesel #2,4 Eachandgasolineservice.Nominal primary tank dimensions shall be 8.5feetdiameterby25feetlong.i. Dispenser Enclosure as identified in Contract Drawings and -2 1 EachSpecifications. 3 All required pumps,piping,3 product dispenser,appurtenances,and 1 Eachequipmentidentifiedincontractdrawingsandspecifications. TOTAL BASE BID: PACKAGING-Package,palatize,and shrinkwrap for open ocean transport and in accordance with the specificaitons. DELIVERY-Bids shall be provided FOB AEA yard in Anchorage,Alaska.Delivery is desired by no later than delivery date cannot be met for an item,please indicate the earliest possile firm delivery date in the delivery date column.No entry in the delivery date column indicates the item will be delivered by the date requested. Page 1 of 1 ,2015.If the desired SPECIFIC NOTES le:os\Yobsdata\30404.06KasaonBFU\00CADD\O1WorkingSet\01Civil\30404.08C6,C7TANKDETAILS.dug<E SHOP FABRICATED BOLT ON LADDER AND E EL ATFORM (1™TANK MOUNT LIGHT POLE,TYP 2 (1%Ze xe RETAIL DISPENSER Cy,=6 5 [>47 FPT (FILL w/2”FILL LIMITER &SPILL ENCLOSURE \¢9_/(BASE PLATE ONLY)28 S8s % *w f°oO ra CONTAINMENT BASIN) BOLT ON PIPE SUPPORT (TYP.)W8x35 TANK SKID WITH TOW BAR BES ae A azogt73gil [3>4°THREADED PENETRATION (SPARE W/PLUG) TRACTION COATING s0 e EEo°9 <6 3,000 GAL DIESEL #1 3,000 GAL DIESEL 2 3,000 GAL GASOLINE oc hWa be[Z>2"THREADED PENETRATION (CLOCK GAUGE (3 Hr T ty | :Bee as x A . _--=SES -6 EEK A INSTALLED ON 2°X 18”NIPPLE)Kc7)PE Ye Ye y m neg <5 Fe &. (5>2”FPT (GAUGE HATCH INSTALLED ON 2"x4”a i>7 oe -w NIPPLE);a |= es . |U |2 S|[my * [E>2°THREADED PENETRATION (WATER DRAW);Z|2\\< r 1 ]!=>eet, [Z>3"FLANGED FOUR POSITION LEVEL SWITCHES {Ene tS oe x el st Baa, ||} ;) y Fx ”, [E>24"MANHOLE Oo °).6 HO ©:GO Av 23 2%eefe}AN Is]my)fs ST.AIS)rary:A s =ne(S>4”FPT (SUBMERSIBLE neues Er)(EES AEA SEISHE|SO AREASLTePISHE INO 'E lal [ee HB ,poet tof osehalt top -t sSE4sn==4c Pe wr of [ES JAF (>6°FLANGED PENETRATION (E VENT)oltietiilehioltoiis Sa tat HS Hf bec Won EE 4)|---_=EmMm=tnilenisil Sits SHS Us He HU =Hes Bn Mat |Ree (LD 8"FLANGED PENETRATION (SECONDARY E-VENT)!|8 HHS ela 3 HEH 5 HI 3 LI sis 2 HUH [>2°PRESSURE VACUUM VENT WITH WHISTLE PU LE |PLD YE)it i 2 i @ =o ALARM.INSTALL ON 3”BUNG WITH 3°X2" m 4 REDUCING BUSHING &2X24"NIPPLE.FEED ar auene Ly &a cese nm 5 B30 CABLE THROUGH PIPE PRIOR TO CONNECTING ==BERR TO TANK.SET WHISTLE ALARM TO 90%FULL.l i f a ee f A $52 [>1”PRV SET @ 50 PSIG c6 Z aEg S [a>2"MOTORIZED BALL VALVE Se: [>2°FLEXIBLE CONNECT FA (6>2”BALL VALVE GENERAL NOTES x =z .> < 1.TANK SHALL BE A NEW,UL 142 &2085 LISTED AND LABELED 8.5°x 25.0',HORIZONTAL,DOUBLE WALL,PROTECTED AST AS DETAILED.Cr 8,000 GALLON THREE PRODUCT PROTECTED DISPENSING TANK -PLAN VIEW my 8 2.SEE SPECIFICATIONS FOR FURTHER COMPONENT REQUIREMENTS.Xe)GRAPHIC SCALE 5 =< 3.CONSULT SPECIFICATIONS FOR CLARIFICATION OF OWNER PROVIDED COMPONENTS.ee <«é&& - x a Ga SCALE IN FEET <E az=fan)?i <¢& TANK MOUNT LIGHT POLE Zz @¢ob \8/(oT IN CONTRACT)$3 5woo4 @ S$2xX Zzapr S s 3RETAILDISPENSER(1)Fog ENCLOSUR TTACY : an it d fi --|btos coo 0 8 e '! J a .+Hh B5%CRIT.HIGH,i PIPE |bse & 2”SCH.40 :Cit SUPPORT PS%CRIT.HIGH p5%CRIT.HIGH STEEL PIPE k STANDOFF NI 90%-HIGH |; :PIPE SUPPORT ||I Lt |90%-HIGH 90%--HIGH J c STANDOFF (TYP)|i t H I =e1 -- H 50%-LOW |50%-LOW 50%-LOW 2 S - | =|g a)pl |g . i +t i a {1.75°|. Ko 1K SCH.80 =|Low ALARM}||}Low ALARM_{tow ALARM {4 |\STEEL PIPE me 8”7 we fiF _-ZILLA = 12”max_L]fr Q T |[Moe”Fe Eef .:ees a 'ae _rapes ry D -T 2 SrS rw BS Wie Whee See A in Pa En te Bye Se Pe ES Neo Se ;ote "3 means mOreenresar >WKKA YK QS CANOES ILIIN INYO SN ISN INS 18 INLINE W\SESSA PRP IIIT TT PS ures re ae ae a ee ED au w WY OLR LRESPV EL NSIT ONPYER NIN DY ROR RRO SIRES IRIS RESISISIE SIE SIRES LSS SSZZS "|Zl o CONCRETE STRIP FOOTING (9 NOY YX RY RSI QISREKISRLROINYYS NS Py 3 2 GRAPHIC SCALE (NOT IN CONTRACT)\C7/se f &&oS hd(8\END VIEW 2 9 2 '(A SECTION VIEW GRAPHIC SCALE aS 6 6 2 cé6 SCALE:GRAPHIC cé6 SCALE:GRAPHIC 2 (*)2 4 Sheet No. SCALE IN FEET Ley oS SCALE IN FEET SHEET.OF 2"ANTI-SIPHON VALVE 2°x12"SS FLEX FITTING (FLOATING FLANGE X MPT) -_- SUBMERSIBLE PUMP 4°PIPE NIPPLE LENGTH AS REQUIRED 2"¢2000¥#STREET ELBOW (.1..\SUBMERSIBLE PUMP_ASSEMBLY Xc7/scate:NTs NOTE: PIPING SIZED TO PROVIDE SHUT OFF AT 95%CAPACITY.FIELD VERIFY SHUT OFF HEIGHT AND ADJUST LINKAGE AS REQUIRED, TANK FILL WITH CONTAINMENT CANISTER 4"TANK BUNG we a -i1 tO12-1/4"{ 2"FLOAT TYPE LIMITER, REMOVE TOP ADAPTER & NIPPLE &INSTALL AS INDICATED DROP TUBE -EXTEND TO WITHIN 6"OF TANK BOTTOM (4 TANK FILL LIMITER ASSEMBLY \Xc7/scave:NTS TOP OF PRIMARY TANK ACTUATION LEVEL 2°X18"LONG NIPPLE AND COUPLING 2"THREADED PENETRATION FOR GAUGE TOP OF TANK 1/2"WIDE x 6”LONG SLOTS ONE SIDE -FACE SLOTS AWAY FROM TANK 1”MALE CAMLOCK W/CAP INSERT 1"SCH 80 PIPE THROUGH FEMALE THREADS OF BUSHING AND FILLET WELD PIPE TO BUSHING 2”PENETRATION WA(FIELD VERIFY SIZE @ SIM) (2\TYP WATER DRAW 2°x14"FORGED STEEL THREADED BUSHING (SIZE AS REQD @ Sim) EXTEND 1”PIPE TO WITHIN 1°OF TANK BOTTOM \C7/scale:NTS TANK 2”MALE CAMLOCK X 45.0° FPT CONNECTOR WITH DUST CAP &CHAIN W8X35 "TOW BAR ”%4°L NIPPLE 1/2"X 8"WIDEaxelNENOPLATE 4°x2"x2"DOUBLE ELEVATION A-A TAPPED BUSHING > 2”x8"L_NIPPLE f TANK 4°x8"L NIPPLE SKID BEAM &CAP W/ 6"x1/4"PLATE4"SCH 80 TOW " >PLAN.SKID BEAM TOP FLANGE (5\END OF SKID\XCZ/scaLe:NTS CLOCK GAUGE-SET GREEN ARROW AT 50%LEVEL AND RED ARROW AT 90%LEVEL 3°SCH 40 STEEL PIPE,CENTER UNDER PENETRATION &INSTALL PLUMB -WELD TO TANK SHELL TOP ONLY CLOCK GAUGE FLOAT SLIP JOINT FOR EXPANSION "LIGHT POLE BASE PLATE EXTEND TOWBAR 2”BEYOND File:ut\vobsdato\30404.06KasoanBFU\O0CADD\O1WorkingSet\01Civil\30404.06C6,C7TANKDETAILS.dwg4"SCH 40 STEEL PIPE, CENTER UNDER BUNG -WELD TO TANK SHELL BOTTOM ONLY,CUT SLOTS AS SHOWN BOTTOM OF TANK HEAD (TYP 2) 3" (8 GAUGE FLOAT STILLING WELLXC7/scate:NTs 4°¢x1/4"REINFORCING PLATE -SEAL WELD TO TANK 2"5/8"e CENTER OF END PLATE 1/4 NOTE TO TANK MANUFACTURER: L2x2x1/4x2"LONG (SEE NOTE) PL 1/4"x1-3/4"x1-3/4"GENERAL NOTES. 1.SEE SPECIFICATIONS FOR FURTHER COMPONENT REQUIREMENTS 2.PROVIDE UL APPROVED GROUNDING LUG ON HOLE IN TANK SKIDS (TYP 2,ON OPPOSITE CORNERS). THE END PLATES OF STAND OFFS SHALL BE ON THE SAME VERTICAL PLANE.ANGLE LE MAY BE MODIFIED +1 INCH TO ACCOUN CURVATURE OF THE TANK END. NGTHS T FOR (3\STRUT STAND OFF \C7/scate:NTs 4"%x 1/4"REINFORCING PLATE SEAL WELD TO TANK PL 1/4*x1-3/4"x1-3/4" O 1/4 REINFORCING PLATE NOTE TO TANK MANUFACTURER: THE ENDS OF LADDER STAND OFFS SHALL BE ON THE SAME VERTICAL PLANE.PLATE LENGTHS MAY BE MODIFIED +1 INCH TO ACCOUNT FOR CURVATURE OF THE TANK END. (6\LADDER STAND OFF\c7/scate:NTs CAST IN PLACE WELD PLATE,%” A36 (TYP 4 EA PER PRE-CAST STRIP FOOTING SECTION PRECAST CONCRETE STRIP FOOTING.DELIVER TO SITE IN MINIMUM 3-FT LONG PRE-CAST SECTIONS 1.INSTALL THREE RESTRAINT ASSEMBLIES ON O FLANGE OF EACH TANK SKID. LENGTH. UNI-STRUT (24-INCH LENGTH) PIPES AND CLAMPS BY OTHERS 1 AS REQUIRED 1B" L 1x14 (TYP 3,Va LENGTH VARIES) 7a OP Xe"DOUBLER PLATE FB M"x1"x4"L W/2EA &" HOLES WELDED TO DOUBL TANK SHELL PLATE AS SHOWN (TYP 3Va + (7\BOLT ON PIPE SUPPORT \C7/SCALE:NTS ya)ITANK SKID (W8X35) T-2" IDE SPACE EVENLY ALONG SKID 2.CONCRETE STRIP FOOTINGS CAN BE CAST IN PLACE FULL LENGTH WITHOUT STITCH PLATES. BUTT ENS STRIP FOO OF ADJOINING G SECTIONS ®%”STITCH PLATE FIELD WELD ACROSS STRIP FOOTING WELD PLATES PRE-CAST CONCRETE STRIP FOOTING WITH CAST IN PLACE WELD PLATE (BEYOND) \ "44 g” Mafdadibidate EMBI AS N_A-|P {£9 \STRIP FOOTING FIELD SPLICE (noT IN \c7/scate:1s CONTRA! 2 EACH R WELDED TOGETHER AS SHOWN CONCRETE STRIP 2”WELD FOOTING 6"0c./3/8 FINISH 1"@ SS WEDGE ANCHOR 4%”EDMENT MIN,("THUNDERS MANUFACTURED BY CO FASTENING 1 -888-498-574 ETE }STEMS,| R EQUAL)/ (10\TANK SKID RESTRAINT X77 scate:nts (NOT IN CONTRACT) CT)r..KARL4"NG%,ee2x'ce 3 <2 a =ges age3 oeGEGLIGERCE8835<-30<OON 3 ee ul39gLEEe2e5Ao28BessaNeo5gi,oY «OY omOp©Wwas*°* * Baye,¢,4 ONS23\3% 2 PROFESS\Mannane'Eves oOa&&2.,PRESSBsa$58828256Beersby88xggeeg5Ww " ro) z = <"a o$:3<irr)<.=i)z w °<=x<2 Zzry,oO t<2 rxa x Zz <i wES 3 z Sfare x 3 z woS|2]snm< pl 8 32&§&Ss 2 &&aa a a < Sheet No.C7 File:Jt\vobsdata\\30404.06KasaonBfu\00CADD\O1WorkingSet\01Civil\30404.06C8-C10LIGHTANDDISPENSERDETAILS.dwg(.1.\TANK MOUNT LIGHT POLE wy Kee J STALLED ON INSIDE OF BOTH SKIDS) (4 INSIDE SKID VIEW NEY, NOTES TO TANK MANUFACTURER 31/2"3 7/8" 1.ALL WELDING TO TANK SKID SHALL BE PERFORMED BY TANK FABRICATOR.FIELD |TANK WELDING TO TANK OR TANK SKID IS PROHIBITED.>LIGHT POLE 2.INSTALL WEB STIFFENERS BENEATH LIGHT POLE BASE PLATE AS SHOWN (SEE INDETAIL3&4).INSTALL GUSSET PLATE ON INSIDE OF BOTH SKIDS AND ATTACH 1 yet CHANNEL BRACE AS SHOWN.A MeL x 1°6 A325 BOLT 3.SEE SPECIFICATIONS FOR FURTHER DETAILS.w/F436 WASHER EA SIDE AND (2)A563 NUTS 6 3/4"|.|LIGHT POLE BASE Ae 7 [||1236"x1 2367 x56"\:1 +i oN MOUNTING PLATE T T N ] |4/2"PLATE CUT To A Vv 7X w FIT iN BETWEEN MP)qa N \J TLUFLANGESOFW8x35KeLLU"Y1(2 PER TANK)+ TOP FLANGE |_f W8x35 TANK SKID 3 7/8" 3K | Tee |C6x13 BRACE 3"PLATE WEB STIFFENER73/8"CUT TO FIT (TYP 5 PER eT Ke TANK,SEE NOTE 2)Nkey,l(2\GUSSET PLATE LIGHT POLE S <<4 (SEE ELECTRICAL)q (NOT IN CONTRACT)K SS J =(2 GUSSET PLATETANK5\.c8J (2 EA TANK E VARIES () E ia (SEE Ca) -e ((53.\CHANNEL BRACE CONNECTION \ee/ TANK APPURTENANCES NOT SHOWN (SEE TANK DETAIL SHEETS )W8x35 SKID H NX 3”PLATE WEB STIFFENER CUT TANK TO FIT (TYP,SEE NOTE 2) TANK SIZE:8.5'6 x 25'LONG yr(3\OUTSIDE SKID VIEW Tyr 4 \ce/|J VARIES (SEE C6) LIGHT POLE Fy =(NOT IN CONTRACT)eT |\ '!|\I VARIES /||j (4)1%"@ DRILLED HOLETANK(BEE.C6)¥-1/2"-,--_-}-+-----f -- 3%”PLATE WEB \||{fA STIFFENER (SEE NOTE 2)|,,O 56"MOUNTINGEa=Q | L |PLATE iH fa 12-%"@ BOLT CIRCLE ay pe 1/2"-TS -(USE LIGHTyoNPOLEBASETEMPLATETMP-48 PROVIDED BY MANUFACTURER,SEE eW8x35SKIDSSELECTRICAL) +=°C6x13 'AC |}PROVIDE SUFFICIENT+soa :BRACE LENGTH TO FACILITATE W8x35.SKID \a WELDING ACCESS S ="NG ae LIGHT POLE CONNECTION Her\.c8J w/CHANNEL BRACE (2 GUSSET PLATE (TYP 2 PER TANK, (6\BASE PLATE TOP VIEWNC NG <e c <SE at¥ges 383 oeHeoLd€8 dz8835<a°Se tl<rONS Et qupiriocdWz olO_ssescentgGu@2*omgowwo§*3940ARCTICBLVD,SUITE300ANCHORAGE,ALASKA99503PHONE:(907)562-3252FAX:(907)561-2273ENGINEERINGGROUPLLCKASAAN,ALASKATANKPROCUREMENTDRAWINGSTANKMOUNTLIGHTPOLEDETAILSDATEBYREVISIONNO.3/13/15PlotDate.AJGDesigned.AMHDrawn.Approved.Sheet No. SHEET.i File:ot\vobsdata\30404.06KasaanBfu\00CADD\O1WorkingSet\01Civi\30404.06CB-C10LIGHTANDDISPENSERDETAILS.dwg|__---- -DISPENSER |_----DOORS NOT SHOWN FOR CLARITY IN|STATIC GROUNDING REEL BONDbeTOGROUNDINGSYSTEM L__>.La fo Oo >>oe Le ee Ne ee -___--- C7x9.8 | aN Cc5x9aN ;ee T i T a--TANK >5 Ls aA .a a Y(SEE C6)i | yaar |1"|v-77"3 (1\DISPENSER ENCLOSURE FRONT ELEVATIONYoo)NOT TO SCALE L4x4x3¢"(TYP.AT CORNERS)]-] atWLLL M TANK i y,FRO 7 LY ZS 1%"SCH.40 STEELPIPE(TYP.) DISPENSER NOT SHOWNFORCLARITY -- ATTACHED AT 8"OC IAW MANUFACTURER'S RECOMMENDATIONS /- -FASTEN ENCLOSURE TO w/%"BOLTS @ 18"OC PN yn STEEL COVERPLATE(REMOVABLE) -4"STEEL PLATE DECKING [-\----FIRE EXTINGUISHER (TYP. DOOR FRAME L2x2x%"(TYP.) ENCLOSURE LOCK CHANNEL AND W-BEAM SKIDS {-}+-{_} 1 -iftebePpedfevitfi WELD-ON HINGE WITH 3"6 Pity]'Co PIN AND ZERK FITTING/,LF (TYP.3 ON EACH DOOR) ;ftittyI/H if|i/| !if\e if=NE Hi = \i [|if\\CEER /\://\/i | /\\thTy:\\4]Lt JtulMAELf a[-WoO 7,-}+-__Heavy bury HINGES\F a/;(TYP.OF 3 PER DOOR) CEMA TZ\\i |{=}>i; (2 DISPENSER ENCLOSURE FRONT ELEVATION |NOTE INSTALL SIGNAGE ON OR Ker)NOT TO SCALE AROUND DISPENSER ENCLOSURE PER SHEET G2 (NOT IN CONTRACT) TYPE 8-36 GA GALV.STEEL CORRUGATED ROOFbet2JL4x4x%t -1 J o'-54"L3x3x%Ltr H bee 4°nf "oA Nebem\b4x4x36 a Te L2x2x%DRIP EDGE1/4 ALL 4 SIDES L3x3x1 /4 8'APPROX.(SAMEASSKIDSPACING2) («4 DISPENSER ENCLOSURE SECTION cg NOT TO SCALE 7 B38"WIDETYPICAL3SIDES) 8-10" 4'-10" | 3°ANGLE TO r ANGLE rH 30"MIN-->| woe ek T 1TOPOFW8x35r-o}*TS.|TOP OF W8x35 | iL |rT | Ze |-3 re foe ey G77 CONCRETE STRIPteeSsetFOOTING PIT BOX (SEE SECTION A AND B) (8 DISPENSER ENCLOSURE SECTIONKee)NOT TO SCALE &ocPayxr 3 a ra+dgESa323JEGEGLIGERMeqoetiag(TH ]ONS 8Sogose2ELGae ay) E6-035Heo<5 3 £3,oY oe2%eameeo§* x * Pe Baa,P2 6éo4f/x NYHoyoF|EE4a24isgZwA2pend(%aoroeSeayoo? (6)a=8n88,ESS5Bsa3328#285&eyesi&i BesgregiEy Ga n oO =5<= $&8nnoO 3S F&«&<LJ;2 @zao=>9Py9rz)a<<fo)x oc =a < xZz og < #S & z 9a]fe] a Ss z re)Neg =]©nm,<2 NS"3 3wee2§&3 gas&&2 Sheet No.Cg DISPENSER --__| 3 30”MIN %"@ ANCHOR BOLT L3x3x4” SECURE DISPENSER TO FLANGE OF C7x9.8 WITH %°REMOVABLE COVER PLATE,ATTACH WITH€7x9.8 8 EA %"xI"SELF TAPPING SCREWS ;%”PLATE DECKING Lod eMeR Cee _A”ma SHUTOFF VAL' |a (()L4x4x3/8 r-of*TYP Lg ---C7x9.8 |_|||7 a3/16 bsy ===Si TI i 5/16 i VA 4)f ey /y LUN: ty 90°STEEL C5x9,COPE ENDS 1%"SCH.40 WELDED ELBOW INTO W8X35 C5x9 %”STEEL BOTTOM PLATE STEEL PIPE (TYP.)C5x9 W8x35 (TYP 2) 1%"@ THREADED FORGED ELBOW 6"MIN (c\DISPENSER ENCLOSURE SECTION C10 NOT TO SCALE L4x4x3§” WELD 3"TAB TO 3-5" SUPPORT 4”STEEL PLATE c7x9.8---SC *Y 1%"EMERGENCY SHUTOFFVALVE(BEYOND C7x9.8)_--| L.e---DISPENSER ye %"REMOVABLE COVER PLATE ENVIROFLEX PENETRATION BOOT r [3 sae 757 SL muy i 90°WELDED fon,STEEL ELBOW ana 'rile:ut\vobsdata\30404.06KasaanBfu\00CADD\O1WorkingSet\01Civil\30404.06CB-C10LIGHTANDDISPENSERDETAILS.dwgwoos C5x9 ce)/ va¥"REMOVABLE STEEL SJBOTTOMPLATE 3-48" (0\DISPENSER ENCLOSURE SECTION C10 /NOT To SCALE Nye STEEL PLATE |_----=-STATIC GROUNDING REEL BONDTOGROUNDINGSYSTEM NOTCH L4x4x36"__AS REQUIRED FOR PIPING CUT HOLES IN C7x9.8 WEBBING AS REQUIRED FOR PIPING AND CONDUIT PENETRATIONS. SEAL WITH ENVIROFLEX PENETRATION BOOTS >DOOR STOP P,6x3xK”,TOP AND BOTTOM ON ALL DOORS i Vaan o'-2e*7 "x4"x0 GAGE WELDED WIRE FABRIC a ---_» (.1\ENCLOSURE LOCK c10 NOT TO SCALE DOOR 16"SECOND DOOR OR FIXED-|ANGLE wre NX HSS 6"x6"x”6"LONG OPEN ON BOTTOM (2.\ENCLOSURE LOCK C10 NOT TO SCALE SECOND DOOR OR FIXED ANGLE ¥"P CONTINUOUSLYWELDEDTOTUBE STEEL 6"x6"x%”"TUBE STEEL 1K"x56"THICK FLATBARDRILLEDFOR PADLOCK.PROVIDE INDUSTRIAL GRADE CORROSION RESISTANT PADLOCK <ae yi 25 5SEak,<qgta322GESUIGERLeqoetnestlSON8SoetSEtSesQuit4SE5-5 REXneosks o3,S 22%oomgo¥og Ps * Soe Pind|a Bay tee,s.,E37,|4 H 28 24JsHeo)ar HSu,4 gs JENedPateo (6)i aa &2.,PRREash4ee'Xe S252F)eyes gga"3 Ww rm) oO z " =Fen<s 8 &$b &2 ff<u>g &z o az¢2 8oa S$2&3 < xZz «< E a4FS 7 z 9faie e fe} z Ps)aa =|«©my <)2 ml 8 3se&§&&s2 3 2ag&§&2 Sheet No.C10 Cost Ect DESIGN REVIEW COMMENTS AND RESPONSES r Tonk ¢ Community:Kasaan Date:4-2-15 Project Name/Number:Kasaan BFU _PN:340276 Reviewers Name(s):Jim Vail Respondents Name(s): Comment Sheet REVIEW:RESPONSE: Number |Number Question,Comment,Requested Modification,Suggestion Question Answered,Comment,Modification,or Suggestion Accepted or Not Accepted and Why 1 Bid Since the unit for all three items is one,do you need Schedule extended price? .Change "FOB”to "F.O.B.”While not common,thereBid.;.2 Schedule have been legal issues with regard to the meaning of "FOB”vs "F.O.B.”(See .Correct Item "'c.”at bottom of page.It shows "203” 3 Section should be "2-3”mils05120-3 , For coastal applications,I'd like to see two coats of DEVOE Bar-Rust 236 and leave out the top coat.It will chalk over time but still out last the life expectancy of the tank.It's easy to touch up.The 236 is a pretty good primer 4 Section if there's a scratch to the metal.It's one of the best all- 05120-3 around coatings and you only need one gallon of touchup paint.I don't win this "no urethane topcoat”argument in practice but it does have widespread philosophical acceptance and the Navy uses it...go figure.An alternative might be to use a topcoat over two coats of 236. 5 05120-4 Paragraph 2.04,B.Sentence:"Verify dimensions atsite...”.Does this apply? Paragraph 1.05,B.Is this the standard spec for testing? 6 15175-2 How is this quantified?Is there a standard number of7tests? Page |of 4 DESIGN REVIEW COMMENTS AND RESPONSES First sentence needs ")”at end.7 15175-3 8 15175-2 At 1.06 paragraph numbering has two "1”s. 15175-3 9 15175-3 Paragraph 3,should each compartment have its own gauge rod? 10 15175-3 At 1.07,B.should "field”be removed? 11 15175-5 At 2.04,A.5.See Number 3 ,above 12 15175-5 At 2.04,A.7.One gallon of 236 is sufficient. Part 3,A.change "one year”to "twenty year'.This is 3 15175-6 based on info gleaned from Bettles project.BMT indicated : a 20 year warranty wouldn't increase the tank cost.We may find out different during bidding phase. 14 15191-3 At 2.04,A.do Paragraphs 2,3 and 4 apply? Does Part 3 need editing with respect to factory work1515191-6 versus field work? Where are nozzles called out?Nozzle for diesel equipment 16 15192 needs to be larger than those typically used for gas and diesel vehicles. 7 15192-2 Does Part 3 need editing with respect to factory work versus field work? At 2.02,H.I think we should go with fill ports rather than 18 15193 top loading scheme.I know we discussed this and think it needs revisiting. 19 15193-2 Does Part 3 need editing with respect to factory work versus field work? 8/C7 Remove words requiring field installation,set & 20 Sheet C7 install.Might want to line out so they can be changed for the actual field installation. ..9 > 1 Sheet C8 1/C8 Why not include light pole?Then we'd have allstructuralsteelinthesamepackage. 22 Sheet C9 Is there a light in the dispenser enclosure? Page 2 of4 DESIGN REVIEW COMMENTS AND RESPONSES 1/C9 Note lower left indicates See C6.Cross out "See23SheetC9C6” 4 Sheet C9 Can dispenser enclosure sides and back be solid?(Deck General pan?)If not can portions be solid? 25 Sheet C9 Are doors going to be normally open during certain hours General of operation?If so,how are the held open? %6 Sheet C9 Show Fire Extinguishers (NIC) General 27 see A&B/C9 Pit Box Cover edge conditions aren't clear. 28 Sheet C&D/C10 Pit Box Cover edge conditions aren't clear. C10 Sheet At fuel supply lines in dispenser area,add ball valve and 29 C10 flex fitting ahead of 90°Elbow to shear valve.These make installation and maintenance easier. Bid We need to discuss F.O.B.site.I think it should be30ScheduleKasaan. Sheet Pll want to revisit regarding civil work after we get this 31 C10 package on the street. General Page 3 of 4 DESIGN REVIEW COMMENTS AND RESPONSES Page 4 of 4 ./=Js te 1A Corny.i -fal!2 BULK FUEL TANK TECHNICAL SPECIFICATION REG-2015-___ Kasaan Bulk Fuel Upgrade Project 1.0 GENERAL 1.1 Scope A.These specifications are intended to identify specific details to be incorporated in a new shop-fabricated,horizontal bulk fuel tank and dispenser for the Kasaan BFU Project.Items and their respective specification included in this contract are as follows: 1.Aboveground,horizontal,protected,three product dispensing tank -Section 15175. Dispenser Enclosure -Section 15120. Fuel Piping System -15191 Pumps and Equipment -Section 15192. Fuel Tank Appurtenances -15193.awnB.Items not included in this contract are as follows: 1.Concrete strip footings 2.Tank mount light pole 3.Wiring and Controls C.Refer to the sections listed above for further details on specific contract components. 2.0 DRAWINGS Contract Drawings are arranged as follows: C6 -9,000 Gallon Protected Dispensing Tank C7 -Tank Details C8 -Tank Mount Light Pole Details C9 -Retail Dispenser Cabinet C10 -Retail Dispenser Details Page |of 1 Kasaan Bulk Fuel Upgrade Project Material Takeoff/Quotation Schedule -Bulk Tank and Dispenser UNIT EXTENDED}DELIVERYITEMDESCRIPTIONQUANTITY]UNIT PRICE PRICE DATE Nine Thousand (9,000)gallon,double wall,protected,horizontal, three product,skid mounted dispensing tank for diesel #1,diesel #2,1 .;.;.;1 Eachandgasolineservice.Nominal primary tank dimensions shall be 8.5 feet diameter by 25 feet long. Dispenser Enclosure as identified in Contract Drawings and2tggs 1 EachSpecifications. 3 All required pumps,piping,3 product dispenser,appurtenances,and 1 Eachequipmentidentifiedincontractdrawingsandspecifications. TOTAL BASE BID: PACKAGING-Package,palatize,and shrinkwrap for open ocean transport and in accordance with the specificaitons. DELIVERY-Bids shall be provided FOB AEA yard in Anchorage,Alaska.Delivery is desired by no later than delivery date cannot be met for an item,please indicate the earliest possile firm delivery date in the delivery date column.No entry in the delivery date column indicates the item will be delivered by the date requested. Page 1 of 1 ,2015.If the desired SECTION 05120 STRUCTURAL STEEL PART 1 --GENERAL 1.01 SCOPE OF WORK A.This Section includes fabrication and erection of structural steel work,as shown on Contract Drawings including schedules,notes,and details showing size and location of members,typical connections,and types of steel required. 1.Structural steel is that work defined in American Institute of Steel Construction (AISC)"Code of Standard Practice"and as otherwise shown on Contract Drawings. 2.This section applies,but is not limited to,stairways,dispenser enclosures,truck fill areas,and other miscellaneous steel fabrications. 1.02 SUBMITTALS B. D. Product data or manufacturer's specifications and installation instructions for following products.Include laboratory test reports and other data to show compliance with specifications (including specified standards). 1.Structural steel,including certified copies of mill reports covering chemical and physical properties. 2.Structural steel coating system. Shop drawings including complete details and schedules for fabrication and assembly of structural steel members,procedures,and diagrams. 1.Include details of cuts,connections,camber,holes,and other pertinent data.Indicate welds by standard AWS symbols and show size,length, and type of each weld. Welder's certifications. 1.03 QUALITY ASSURANCE A. REG 14-0299 Codes and Standards:Design,fabrication and erection shall comply with the most current provisions of the following standards of practice,except as otherwise indicated: 1.American Institute of Steel Construction (AISC)"Code of Standard Practice for Steel Buildings and Bridges.” 2.AISC "Specifications for Structural Steel Buildings,"including "Commentary." 05120 -1 March 2015 Bulk Fue!Upgrade Kasaan,Alaska 3.American Welding Society (AWS)D1.1 "Structural Welding Code - Steel.” Qualifications for Welding Work:Qualify welding procedures and welding operators in accordance with AWS "Qualification"requirements. 1.Provide certification that welders to be employed in work have satisfactorily passed AWS qualification tests. 2.If recertification of welders is required,retesting will be Contractor's responsibility. 1.04 DELIVERY,STORAGE,AND HANDLING A.Packaging must meet the shipping requirements of all anticipated handlers and shall prevent abrasion,scratching or damage of the materials during overland transport and ocean barge shipment. Store materials to permit easy access for inspection and identification.Keep steel members off ground by using pallets,platforms,or other supports.Protect steel members and packaged materials from erosion and deterioration.!f bolts and nuts become dry or rusty,clean and re-lubricate before use. 1.Do not store materials on structure in a manner that might cause distortion or damage to members or supporting structures.At contractor's expense,repair or replace damaged materials or structures as directed. PART 2 -MATERIALS 2.01 REG 14-0299 PRODUCTS A.Metal Surfaces,General:For fabrication of work that will be exposed to view, use only materials that are smooth and free of surface blemishes including pitting,rust and scale seam marks,roller marks,rolled trade names,and roughness.Remove such blemishes by grinding,or by welding and grinding, prior to cleaning,treating,and applying surface finishes. Structural Steel Shapes,Plates,and Bars:ASTM A36 Structural Tubing:A500 Unfinished Threaded Fasteners:ASTM A325,Grade A,regular low-carbon steel bolts and nuts. 1.Provide hexagonal heads and nuts for all connections. Electrodes for Welding:Use AWS 5.1 E70XX electrodes.Comply with AWS Code. 05120 -2 March 2015 Bulk Fue!Upgrade Kasaan,Alaska 2.02 FABRICATION A.Shop Fabrication and Assembly:Fabricate and assemble structural assemblies in shop to greatest extent possible.Fabricate items of structural steel in accordance with AISC Specifications and as indicated on final shop drawings. 1.Properly mark and match-mark materials for field assembly.Fabricate for delivery sequence that will expedite erection and minimize field handling of materials. 2.Where finishing is required,complete assembly,including welding of units,before start of finishing operations.Provide finish surfaces of members exposed in final structure free of markings,burrs,and other defects. Connections:Weld or bolt shop connections,as indicated. Bolt field connections,except where welded connections or other connections are indicated.Use ASTM A 307 bolts. Welded Construction:Comply with AWS Code for procedures,appearance and quality of welds,and methods used in correcting welding work.Minimum weld shall be 3/16”. Assemble and weld built-up sections by methods that will produce true alignment of axes without warp. Holes for Other Work:Provide holes required for securing other work to structural steel framing and for passage of other work through steel framing members,as shown on final shop drawings. Cut,drill,or punch holes perpendicular to metal surfaces.Do not flame-cut holes or enlarge holes by burning.Drill holes in bearing plates. Tolerances:Structural component tolerances shall be +/-1/8 inch and as required to adequately support loads. 2.03 STEEL COATING A. REG 14-0299 Steel Structures 1.Coat dispenser enclosure structures in accordance with Section 15175 Aboveground Fuel Storage Tanks,Part 2.04 -Coating Systems,unless otherwise noted on Contract Drawings or Specifications. a.Prime Coat --DEVOE Catha-Coat 302H inorganic zinc primer (3mils minimum DFT) b.Intermediate Coat -DEVOE Bar-Rust 236 (5-6 mils minimum DFT) a a ¢.Top Coat -Devoe Devthane 389 (203 mils DFT) 05120 -3 March 2015 Ce <2 ao aks bataened "at et Dew t Acad +o coat Bulk Fuel Upgrade Kasaan,Alaska C.Hot-dip Galvanizing:Provide hot-dipped galvanized coating where noted on the Drawings,in accordance with ASTM A123,G90 and ASTM A153.Finish all cut ends,field welds and damaged surfaces of galvanized and zinc plated supports and fasteners as noted in 3.01.E. 2.04 SOURCE QUALITY CONTROL A.General:Materials and fabrication procedures are subject to inspection and tests in mill,shop,and field,conducted by a qualified inspection agency.Such inspections and tests will not relieve Contractor of responsibility for providing materials and fabrication procedures in compliance with specified requirements. 1.At Contractors expense,promptly remove and replace materials or fabricated components that do not comply. Design of Members and Connections:Details shown are typical;similar details apply to similar conditions,unless otherwise indicated.Verify dimensions at site whenever possible without causing delay in the work. 1.Promptly notify Engineer whenever design of members and connections for any portion of structure are not clearly indicated. PART 3 --EXECUTION 3.01 ERECTION A. REG 14-0299 Temporary Shoring and Bracing:Provide temporary shoring and bracing members with connections of sufficient strength to bear imposed loads. Remove temporary members and connections when permanent members are in place and final connections are made.Provide temporary guy lines to achieve proper alignment of structures as erection proceeds. Assembly:Set structural frames accurately to lines and elevations indicated. Align and adjust various members forming part of complete frame or structure before permanently fastening.Clean bearing surfaces and other surfaces that will be in permanent contact before assembly.Perform necessary adjustments to compensate for discrepancies in elevations and alignment. Level and plumb individual members of structure within specified AISC tolerances. Touch-Up Repairs:Immediately after erection,clean welds,bolted connections, and abraded areas of shop paint or galvanizing. 1.Galvanizing Repair:Galvanized coating at damaged areas shall be repaired according to ASTM A 780 (Annex A1)using zinc-based alloy repair sticks commonly known as "hot sticks'. 2.Coating Repair:If underlying metal surface is exposed,wheel abrade or sandblast to clean metal and re-coat same as tanks.If damage does not fully penetrate coating then reapply top coat only to minimum DFT. 05120 -4 March 2015 eae) Bulk Fuel Upgrade Kasaan,Alaska 3.02 QUALITY CONTROL A. REG 14-0299 Authority may engage an independent testing and inspection agency to inspect welded connections and to perform tests and prepare test reports. Testing agency shall conduct and interpret tests,state in each report whether test specimens comply with requirements,and specifically state any deviations therefrom. Provide access for testing agency to places where structural steel work is being fabricated or produced so that required inspection and testing can be accomplished. Testing agency may inspect structural steel at plant before shipment. Correct deficiencies in structural steel work that inspection and laboratory test reports have indicated to be not in compliance with requirements.Perform additional tests,at Contractor's expense,as necessary to reconfirm any noncompliance of original work and to show compliance of corrected work. Shop Welding:Inspect and test during fabrication of structural steel assemblies,as follows: 1.Certify welders and conduct inspections and tests as required.Record types and locations of defects found in work.Record work required and performed to correct deficiencies. 2.Perform visual inspection of all welds. 3.Perform tests of full penetration welds as follows. a.Ultrasonic Inspection:ASTME 164. END OF SECTION 05120 -5 March 2015 SECTION 15175 ABOVEGROUND FUEL STORAGE TANKS PART 1 GENERAL 1.01 SCOPE OF WORK A.This specification is intended to identify specific tank details to be incorporated in new shop-fabricated,horizontal bulk fuel tanks.Definitions for terms used in this specification are in accordance with those listed in UL 142 and 2085.The successful Bidder shall provide the following: One (1)nine thousand (9,000)gallon,double wail,protected,horizontal,three product,skid mounted tank for diesel #1,diesel #2,and gasoline service. Nominal primary tank dimensions shall be approximately 8.5 feet diameter by 25 feet long. Tank shall be new and constructed in accordance with this Specification and the Contract Drawings,and shall be furnished with the fittings and appurtenances specified herein and/or shown on the drawings. The tank shall,at a minimum,meet the requirements of the most current edition of Underwriters Laboratories Inc.(UL)Standard for Safety UL 142,"Steel Aboveground Tanks for Flammable and Combustible Liquids”,and UL 2085, "Protected Aboveground Tanks for Flammable and Combustible Liquids.”Tank must be UL listed and labeled. 1.02 SUBMITTALS A.The following shall be submitted: 1.Electronic PDF shop drawings.All deviations from the Specifications and Drawings shall be clearly identified as changes on the shop drawings. 2.Material list with catalog cut sheets for any proposed substitutions. 3.Structural calculations shall be submitted for the lifting eyes two weeks prior to their fabrication.Structural calculations for other tank components shall be provided at no additional charge if requested by the engineer.All calculations shall consist of hand written or computer generated computation printouts,which,in the opinion of the Engineer, contain sufficient detail for checking.All structural submittals shall be stamped by a registered professional civil engineer with a current State of Alaska Registration. 1.03 DESIGN SERVICE CONDITIONS A. REG 14-0299 All tank system components shall be UL listed and labeled,and shall be rated for the following service conditions: 1.Fluid:Diesel #1 and diesel #2 fuel and gasoline 2.Operating Temperature Range:-20°F to +120°F 15175 -1 March 2015 Bulk Fuel Upgrade Kasaan Bay,Alaska 1.04 DELIVERY,STORAGE AND HANDLING A. B. Packing,Shipping and Handling: 1.Packaging must meet the shipping requirements of all anticipated carriers and shall prevent abrasion,scratching or damage of the materials during overland transport and ocean barge shipment.Exterior ladders,catwalks and pipe supports shall be packaged and shipped separately from tanks. Packaging shall be sufficient to prevent damage during shipping.Extra care shall be taken to protect tank stand offs to ease field installation of bolt on components. All threaded tank openings shall be sealed for shipping with plastic or tin plugs.All flanged tank openings shall be blind flanged for shipment.Provide provision for relief of excess pressure/vacuum,which may damage the tank, while preventing precipitation or salt water spray from entering tank. Minimum vent opening shall be %”diameter. Lifting connections shall be provided in accordance with the Drawings and as required for proper tank handling. Shipping crates shall be clearly labeled with community name and crate number in large,waterproof,lettering for easy identification at the construction site.Two (2)packing lists shall be securely attached to each shipping container (one inside and one outside)in watertight,re-sealable, plastic bags. Storage:The packaging shall provide adequate protection for the fabricated materials and appurtenances for outside storage at the site throughout the construction project. 1.05 QUALITY ASSURANCE A. C. Tank manufacturers shall have a minimum of 10 years experience including the manufacture of at least five similar tanks in the previous three years. Testing:Provide independent testing firm to perform testing and inspection for tank welding. Tank Leak Test:Provide tank integrity testing in the form of a hydrostatic test in accordance with UL 142. 1.06 DESIGN REQUIREMENTS A. REG 14-0299 General: 1.Horizontal tank design criteria shall be in accordance with the current International Building Code,International Fire Code,the most current criteria of the American Society of Civil Engineers,and the most current Underwriters Laboratories Inc.(UL)Standard for Safety UL 142,and UL 2085: a.Specific Gravity =1.0 15175 -2 March 2015 Bulk Fuel Upgrade Kasaan Bay,Alaska b.Classification of Structure:Category Ill (ASCE/SEI 7-10) "Minimum Design Loads for Buildings and Other Structures”. Cc.Importance Factors (IBC 2009,ASCE 7) i.Seismic =1.25 ii.Snow =1.10 iii.Wind =1.15 d.Design Loading: i.Seismic =Zone 3 $,=0.393 S,=0.516 ii.Ground Snow load =50 PSF iii.Wind =120 MPH Exposure D 1.The tank shall be designed,or supplemented,for anticipated shipping and handling loads.Lifting connections shall be provided where shown on the Drawings,and where required for shipping and handling.The lifting eyes shall be capable of fully supporting the static weight of the completed tank,w/+'co(empty)without damage to the tank. 2.The tank shall include the flanges and fittings shown on the Contract Drawings.Provide water draw assemblies and clock gage stilling wells on all tanks as detailed on the Contract Drawings. 3.Provide a 10-mil laminated tank depth-to-volume chart and an approved anti- static gauge rod which displays depth in feet and inches from the inside 'bottom of tank.a Na SAN Cote .m vt Lt et %fa 1.07 DRAWINGS A.Contract Drawings are diagrammatic and show the general design,arrangement, and extent of the facility.Due to the small scale of the drawings it is not possible to show all offsets,fittings,and accessories which may be required.Contractor shall carefully investigate the work requirements for all trades and arrange accordingly. B..Contractor is responsible for verifying drawing dimensions by making field measurements and preparing separate shop drawings. PART 2 -MATERIALS 2.01 GENERAL A.Tank materials and appurtenances shall be new unless otherwise specified,and each shall have all necessary accessories to make it functionally complete.All items of the same type shall be of the same manufacturer. B.Tank manufacturer to provide shop-welded standoffs as required for bolting on appurtenances in the field. REG 14-0299 15175 -3 March 2015 Bulk Fuel Upgrade Kasaan Bay,Alaska C.FIELD WELDING TO NEW TANK IS PROHIBITED. 2.02 PRODUCTS A.Steel -Steel Sheets,Plates and shapes shall meet the requirements of Section 05120 Structural Steel of these Specifications. B.Threaded Penetrations -Threaded penetrations shall be female pipe thread,size as indicated. C.Flanged Penetrations -Flanged penetrations shall be class 150#,size as indicated. D.Gaskets -Gaskets shall be Buna-N. 2.03 TANK AND APPURTENANCES A.Factory Coated welded steel fuel storage tanks: 1.Tank Joints: a.The tank shall incorporate UL-142 approved weld joints (shell joints in accordance with UL 142 Figure 6.1,detail No.1 or No.2 and head joints in accordance with UL-142 Figure 6.2 No.2 or No.4) 2.Horizontal Tank Ladders and Catwalks: a.Equip horizontal tank with exterior bolt on ladder,catwalk,light pole mounts,and pipe supports as shown on the Contract Drawings.All bolt on components shall be designed and constructed in accordance with federal OSHA,2009 International Building Code,2009 International Fire Code and UL 142 &2085 requirements.cal Crass,b.Exterior ladder and catwalk components shall be shop assembled for field installation and painted same as the tank.Design shall permit field installation of exterior ladders and catwalks without field welding. c.Verify fit of bolt-on ladder components to tanks prior to painting tanks; remove and package separately for shipping. 3.Tank Labeling A.Tank shail be labeled in accordance with the requirements of the IFC Chapter 34 and NFPA 704.Each compartment shall be labeled for volume (gallons)and product type.All tank penetrations shall be labeled in accordance with the Contract Drawings in 2”high black lettering. B.All appurtenances furnished with the tank shall be constructed in accordance with the Contract Drawings and Specifications,and rated for the design service conditions specified above.Appurtenances to be included with tank are listed in Fuel Tank Appurtenances Section 15193 Specification,included. REG 14-0299 15175 -4 March 2015 Bulk Fuel Upgrade Kasaan Bay,Alaska 2.04 COATING SYSTEMS A. REG 14-0299 The tank and related components shall be shop coated in accordance with the following specification and in accordance with the coating manufacturer's recommendations: 1.Surfaces to be coated: 2.Surfaces not coated: 4.Surface preparation: 5.Coatings: 6.Coat Colors: 7.Touch-up Paint: Coating Application Exterior surface of tank,saddles,nozzles,skids, pipe supports,fittings,pipe,light pole mount, ladders and catwalks.Dispenser enclosure to be coated same as Tank (see Specification 05120, Structural Steel). Flange and nozzle faces,penetration threads,flange and manhole bolts. All surfaces to be coated shall be prepared in accordance with the Structural Steel Painting Council SSPC-SP10 near white blast criteria. -Prime Coat-DEVOE Catha-Coat 302H inorganic zinc primer (3 mils minimum DFT) -Intermediate Coat-DEVOE Bar-Rust 236 (5-6 mils minimum DFT) -Top Coat-DEVOE Devthane 389 (2-3 mils DFT) -Traction Coating:Provide slip resistant surface coating along top of tank as shown on the Drawings. Slip resistant coating to consist of aluminum oxide aggregate (36 mesh size)mixed with top coat (Devthane 389)at a rate of 1 pound of aggregate per gallon of coating.Apply one coat of mixture by roller within 48 hours of final top coat application. Color same as top coat.Note:Omit traction coating where tank labels are to be applied.Area without traction coating should be no more than 1-inch larger than the label. All coats shall be contrasting colors.Top coat color shall be White. Provide 2 gallons each-(6 gallons-tota!)-of-prime,intermediate,and-top-coat coatings.The touch-upcoatingshallbecoler-matched to coatings applied tothetankS”Lhe, 1.The Contractor shall submit to the Engineer,for his/her approval,the tank manufacturer's proposed painting schedule.At minimum,this shall include the spreading rate in square feet per gallon for each coat,minimum dry film thickness for each coat,application temperature,curing time and temperature,humidity limits,and paint and paint thinner to be used for the final coat.The painting schedule shall be in accordance with the paint 15175 -5 March 2015 Bulk Fuel Upgrade Kasaan Bay,Alaska manufacturers recommendation and this specification,and shall be approved,in writing,by the Engineer prior to application. 2.If paint is diluted for application by spray gun,the coating shall be built up to the same film thickness achieved with undiluted product.Deficiencies in film thickness shall be corrected by the application of an additional coat(s)of paint. 3.Inspection and Testing:The Engineer may be present during the coating process and may perform random tests.Any deficiencies identified during the inspection shall be corrected at the Contractor's expense. 2.05 TANK SADDLES AND SKIDS A.Provide tank with integral steel saddles and skid foundations in accordance with UL 142,Section 31 and the Contract Drawings.Saddles to be seal welded to tank -bolt on or strap on saddles will not be accepted.Locate saddles near each end of tank in accordance with UL 142,plus an additional saddle at the center of the tank (Maximum saddle spacing 10-feet center to center). Provide W8x35 skid foundation.Skids to extend minimum 18”beyond each end of tank assembly and dispenser enclosure,be capped with 1/2-inch thick end plate,and be provided with 4”diameter schedule 80 steel pipe towbars at each end to allow dragging of the tank and lifting from one end with no damage to the tank assembly.Skid and saddles shall be constructed such that the vertical distance between the bottom of the tank skid and the bottom of the tank is no less than 8 inches and no greater than 9 inches. PART 3 -WARRANTY A.The Contractor shall warrant the tanks against any defects in workmanship and materials for a period of.oné year from the date of shipping. "Ae © B.in the event that any such defect should occur,the Authority of Engineer shall report it in writing to the Contractor during the warranty period. REG 14-0299 END OF SECTION 15175 -6 March 2015 SECTION 15191 FUEL PIPING SYSTEM PART 1 -GENERAL 1.01 SCOPE OF WORK A.This Section includes requirements for fuel piping system materials,equipment, supports,and accessories. 1.02 PERFORMANCE REQUIREMENTS A. C. Minimum Working-Pressure Rating:Unless otherwise indicated,minimum pressure requirement for fuel oil piping is 150 psig Design Service Conditions:All fuel tank appurtenances shall be rated for the following service conditions: 1.Fluid;Gasoline and Diesel fuel 2.Operating temperature range:-20 degree F to 120 degree F. Any reference standards that do not comply with these service conditions shall be brought to the Engineer's attention immediately. 1.03 REFERENCES A. REG 14-0299 The latest editions of the publications listed below form a part of this specification to the extent referenced. ASTM A333 Seamless and Welded Steel Pipe for Low-Temperature Service 1.ASME B16.5 Flanges and Flanged Fittings 2.ASME B16.9 Factory-Made Wrought Steel Butt welding Fittings 3.ASME B16.11 Forged Fittings,Socket-Welding and Threaded 4.ASME B31.3 Chemical Plant and Petroleum Refinery Piping 5.ASME B31.4 Liquid Transportation Systems For Hydrocarbons and Other Liquids 6.ASME BPV IX Boiler and Pressure Vessel Code;Section IX,Welding and Brazing Qualifications 15191 -1 March 2015 Bulk Fuel Upgrade Kasaan,Alaska 1.05 SUBMITTALS A. E. F. Shop Drawings:Indicate assembly,required clearances,and location and size of field connections. Product Data:Provide manufacturer's literature and data indicating rated capacities,weights,accessories,electrical nameplate data,and wiring diagrams. Manufacturer's Installation Instructions:Indicate rigging,assembly,and installation instructions. Welding Procedure Qualification Records (PQRs)and Welding Procedure Specification. Pipe coating process and schedule. Inspection and Testing Procedures and Results. 1.06 DELIVERY,STORAGE AND HANDLING A.Contractor is responsible for protection of all material,equipment,and apparatus provided from damage during transportation,storage and shipping. Material,equipment or apparatus damaged because of .improper storage or protection will be rejected and replaced at Contractor's expense. PART 2 -MATERIALS 2.01 GENERAL A. 2.02 PIPE Materials shall be new unless otherwise specified.All items of the same type shall be of the same manufacturer. Seamless carbon steel pipe,Grade B,with plain bevel ends,meeting the requirements of ASTM A106B. 1.All piping is Schedule 80,except 1 inch diameter and smaller shall be schedule 160. Pipe nipples:Type 304 stainless steel,threaded schedule to match adjoining piping. 2.03 PIPE FITTINGS A. REG 14-0299 Pipe fittings for 2-inch and larger piping:Seamless wrought carbon steel,meeting the requirements of ASTM A234.Flanges shall be ANSI B16.5 150-pound raised face,ASTM A105 forged steel weld neck type bored to match inside diameter of mating piping. 15191 -2 March 2015 Bulk Fuel Upgrade Kasaan,Alaska 1.Provide A320 Grade L7 galvanized or 316L stainless steel studs or bolts, nuts and washers for all flange connections,unless otherwise noted. 2.Elbows shall be short radius,unless otherwise noted. Pipe fittings for welded pipe smaller than 2-inch:Forged carbon steel socket weld type,ASTM A105,3000-pound minimum. Pipe fittings for threaded piping:Forged carbon steel,threaded type,ASTM A105,3000-pound except where specifically noted. Flanges:ASME Class 150 raised face flanges,ASTM 105 forged steel.Bore shall match the pipe in which the flange is installed. Flange Gaskets:Gaskets shall be 1/8”thick spiral wound,stainless steel,filled fuel resistant gaskets rated for -50°F service with a carbon steel centering ring. Provide 1/8”thick full faced non-asbestos fiber composite gaskets and flat faced flanges where required for connection to equipment. Dielectric Flange Kits:Fuel rated full face fiber gaskets,with nylon bushings and washers.Calpico EQDW or approved equal. Flange nuts and studs shall be ASTM A320 Grade L7,plated,case hardened, and corrosion resistant. All pipe and fittings shall be Grade WPB,full penetration butt welded,schedule to match the piping in which fitting is installed. Threaded fittings are not allowed except where shown on the Contract Drawings, or where required for connection to equipment. Perform all welding in accordance with ASME section IX and API 1104 for welding procedure and performance qualification.Visually inspect weld joints in accordance with API 1104. Provide flanged connections as required to allow removal!of individual components. 2.04 PIPE COATING SYSTEM A. REG 14-0299 Tank System Pipe: 1.Prime pipe and fittings prior to shipping from factory.Prepare outer pipe and fitting surfaces by wheel abrading or sandblasting to bare metal. Prime with universal red oxide primer,Devoe Rustguard 4140,or approved equal,to 1.5 mils minimum dry film thickness.Color:Red. 2.After field fabrication is complete,top coat primed pipe and fittings with two coats of alkyd enamel,Devoe Speed Enamel 4318,or approved equal.Color shall be red (ICI Color Code 9000 -Safety Red)for gasoline piping,yellow (ICI Color Code 8600 -Medium Yellow)for diese!#1 15191 -3 March 2015 Bulk Fuel Upgrade poet oy Kasaan,Alaska piping,and green (ICI Color Code 6650 -Medium Green)for diesel #2 piping. 3.Where touch up of paint is required,wire brush area to bare metal and paint with prime,intermediate and top coats as indicated above. 4.Labels:After painting,label all above grade piping as to contents and provide flow direction arrows in accordance with ASME A13.1.Arrows may be painted stencils or high quality printed decal stickers.Maximum flow direction arrow spacing shall be 10 feet measured along pipe length, minimum of one arrow per pipe segment.Color for decals shall be black lettering on white background.Periodically label each pipe run,50-feet minimum,150 feet maximum. 2.05 VALVES B.Flanged Ball Valves:Reduced port carbon steel uni-body,ANS!150#raised face flanged ends,stainless steel ball and trim,glass filled Teflon seat,graphite seals, lockable handle,150 psig minimum working pressure,compliant with NACE MRO175 Fire Safe and API 607.PBV model C-5410-31-2236-FT-NL,no substitutes.Provide all-weather padlock for each valve,all padlocks to be keyed alike for each Owner. Flanged Pressure Relief Valves:High capacity safety relief valve,compliant with ASME VIII,NBBI capacity certified for air,gas,and liquid,carbon steel body, ANSI Class 150 raised face flange connections.Pressure setting shall be as indicated on Contract Drawings.Hydroseal Model 30FLBV-00,2-inch size, Model 1FLAXV-00,or approved equal. Motorized Valves:ASME Class 150 2-inch flanged ball valve with ASTM A350 grade LF2 body,Teflon seats and seals with maximum 360 in-lbs operating torque at minus 50 degrees F.Nutron Model T3-R20R01L2 ball valve with factory mounted actuator as specified below,no substitutes: 1.Actuator for Class 1 Division 1 Hazardous Locations (Explosion Proof): NEMA 7 enclosure without manual override shaft extension,ptc self regulating heater,Exxon Beacon 325 severe cold grease,600 in-lbs output torque,10 sec stroke time.Rated for operation to minus 50 degrees F.115 VAC,single phase.RCS Model MAR 49-10-7-120-HT- 2AS actuator,no substitues.Provide explosion proof actuators at locations indicated. Anti-Siphon Valves:Normally closed,bronze body,with special expansion relief set at 25 psig.Valve set to open at 20 feet head pressure.Morrison Bros Figure 910-2300AV with expansion relief,or approved equal. 2.06 MISCELLANEOUS PIPING ACCESSORIES A. REG 14-0299 Cam Lock Couplings:Aluminum body cam and groove male fitting with FNPT connection,150 psig minimum working pressure.Provide dust cap with Buna-N seal for each fitting provided.PT coupling,or approved equal. 15191 -4 March 2015 Bulk Fuel Upgrade Kasaan,Alaska B.Strainers:Carbon steel body,bottom clean-out Y-strainer with blow off tapping plug,ANSI 150-pound class raised face flanged ends.Provide #10 screen.150 psig working pressure.Mueller Model 781,or approved equal. Flex Fittings:Type 304 stainless steel corrugated inner core with Type 304 stainless steel wire double braided outer cover,ASME Class 150 fixed flange by floating flange ends with 18”live length unless a different length is indicated.150 psig minimum working,factory tested to 225 psig minimum.Provide factory test certification for each flex.Metraflex Metra-Mini,or approved equal. Fuel Filter -Two (2)cartridge in-line filter with Buna-N gasket and grommets,1 %”"NPT inlet/outlet,50 psig maximum working pressure 60 GPM capacity.CIM- TEK Centurion Ill or approved equal.Provide eight (8)Buna-N gaskets (#90005), eight (8)30 micron hydro sorb type Il (#30036),eight (8)Buna-N grommets (#90006),eight (8)filter cartridges (#90002),and two (2)replacement canisters. 2.07 PIPE SUPPORTS AND FASTENERS A. REG 14-0299 Support Strut:Cold formed mild steel channel strut,hot dipped galvanized finish and slotted back unless specifically indicated otherwise. 1.Standard strut:12 gauge,1-5/8 inch by 1-5/8 inch,Unistrut P1000T (HG),or approved equal. 2.Double strut:12 gauge,1-5/8 inch by 3-1/4 inch,Unistrut P1001T (HG), or approved equal. 3.Shallow strut:14 gauge,1-5/8 inch by 13/16 inch,Unistrut P4100T (HG) or approved equal. 4.Solid back strut (plain,unfinished black):For welding to tanks or structures,12 gauge,1-5/8 inch by 1-5/8 inch,unfinished black steel, Unistrut P1000 (PL),or approved equal. Fittings and Accessories:Provide galvanized or zinc plated carbon steel fitting, brackets,channel nuts and accessories designed specifically for use with supplied strut. Pipe Clamps:Galvanized carbon steel two-piece pipe clamp designed to support pipe tight to strut.Unistrut P-11##series or approved equal. Pipe Straps:Carbon steel two-hole pipe strap.Unistrut P2558,or approved equal. Fasteners: 1.Bolts,nuts and washers:Galvanized or zinc plated carbon steel unless stainless steel is specifically shown.Stainless steel:Type 304. 2.Lags:Hot dipped galvanized steel unless stainless steel is specifically shown.Stainless steel:Type 3. 15191 -5 March 2015 Bulk Fuel Upgrade Kasaan,Alaska F.Do not use Stainless Steel in contact with Galvanized items. PART 3 --EXECUTION 3.01 PREPARATION A. B. Ream pipe and tube ends.Remove burrs.Bevel plain end ferrous pipe. Remove scale and dirt on inside and outside before assembly. Prepare piping connections to equipment with flanges or unions as shown in the Contract Drawings. Keep open ends of pipe free from scale and dirt.Protect open ends with temporary plugs or caps. 3.02 INSTALLATION A. REG 14-0299 Install in accordance with manufacturer's instructions and applicable codes and standards. Route piping in an orderly manner and maintain gradient. Group piping whenever practical at common elevations. Install piping to allow for expansion and contraction without stressing pipe,joints or connected equipment.Install valves to allow full operation without obstruction of operating handle. Perform welding in accordance with ASME BPV,IX and API 1104.Welding procedures shall be submitted and approved.Visually inspect weld joints in accordance with API 1104.Welder shall be certified for the approved procedure and welder certification shall be submitted and approved. Make threaded joints using pipe joint compound applied to the male threads. Hercules Grip,no substitution. Coat flange gaskets with anti-seize compound prior to assembly. Provide non-conducting dielectric connections wherever jointing dissimilar metals.Provide dielectric flange kits at all transitions between aboveground and buried piping. Support piping and equipment as shown on the Contract Drawings using specified supports and fasteners.If not detailed on the Contract Drawings, support from structural members with pipe hangers,clamps or pipe straps specifically intended for the application.Do not support piping from connections to equipment.Provide piping supports spaced per the following table. 15191 -6 March 2015 Bulk Fuel Upgrade Kasaan,Alaska K. L. Pipe Size Maximum Support spacing 1-1/2 inch 9 ft 2 inch 10 ft 2-1/2 inch 11 ft 3 inch 12 ft 4 inch 14 ft Provide piping supports as shown and as required to adequately support piping. Touch up all cut ends and damaged surfaces of galvanized steel and zinc plated supports and fasteners with spray-on cold galvanizing compound.ZRC,or approved equal. Do not use stainless steel in contact with galvanized supports. Provide clearance for installation of insulation and access to valves and fittings. 3.03 TESTING A. REG 14-0299 Before operating any equipment or systems,make thorough check to determine that systems have been flushed and cleaned as required and equipment has been properly installed,lubricated and serviced in accordance with factory instructions. It is cautioned that air testing is hazardous in nature,as air is compressed and may be released explosively should the piping system rupture. Should water be used for testing,all water must be removed after the test. Contractor shall be responsible for protecting life and property during testing. Protect and isolate items that may be damaged by the test pressure. Prior to painting or concealing,test piping as follows: 1.Isolate and pressure test each run of piping with compressed air at 125 psig minimum pressure for a minimum of one hour.Provide blind flanges, threaded caps or plugs at each end of the test section as needed.Test 100%of welds visually for leaks with a leak detection solution.Do not conceal pipe joints before pressure testing is complete.Isolate equipment and components rated for lesser pressures. 2.Pressure test piping system again after all equipment is installed at 75 psig for a minimum of one (1)hour,or the maximum rated pressure of the weakest component,whichever is less.Test 100%of welds and pipe joints for leaks with a leak detection solution.Piping system shall maintain pressure for one hour minimum. 3.Notify Engineer in writing seven (7)days in advance of pressure tests. Engineer shall be present at all testing.Pressure testing performed without Engineer present will be rejected,unless prior written approval is received from Engineer. 15191 -7 March 2015 Bulk Fuel Upgrade Kasaan,Alaska REG 14-0299 11. 12. Pressure shall be maintained for sufficient time to complete the visual inspection of all joints but shall be not be less than one (1)hour. Care shall be taken to ensure that these pressures are not applied to vented tanks. Submit written procedures for testing,including test pressures,equipment to be used and items to be tested. Cut out,reweld and retest all leaking welded joints.Install new gaskets on any flanged joints that were taken apart. Repair any leakage found and retest until system proves leak-free. Retesting after the repair of defects shall be performed at no cost to the Authority. After final system assembly,perform an additional leak test using fuel at 50 psig. Repair all defects. Certified test results shall be submitted to the Engineer for approval. Test certification shall include gauge pressure,air temperature,time, date,witness,and pipeline identification. END OF SECTION 15191 -8 March 2015 SECTION 15192 PUMPS AND EQUIPMENT PART 1 -GENERAL 1.01 SCOPE OF WORK A.This Section includes requirements for fuel pumps and associated equipment. 1.02 PERFORMANCE REQUIREMENTS A. B. Minimum Working-Pressure Rating:150 psig Design Service Conditions: 1.Fluid:Gasoline and Diesel fuel 2.Operating temperature range:0 degree F to 120 degree F. Any reference standards that do not comply with these service conditions shall be brought to the Engineer's attention immediately. 1.03 SUBMITTALS A.Shop Drawings:Indicate assembly,required clearances,and location and size of field connections. Product Data:Provide manufacturer's literature and data indicating rated capacities,weights,accessories,electrical nameplate data,and wiring diagrams. Manufacturer's Installation Instructions:Indicate rigging,assembly,and installation instructions. PART 2 -MATERIALS 2.01 PUMPS Submersible Pumps:Submersible explosion proof turbine pump with intake screen,integral leak detector specifically designed for pumping gasoline and diesel fuel,internal pressure relief and check valves.208/230 VAC,single phase,3/4 hp motor as shown on the Contract Drawings.Red Jacket Model P75S1-3/4HP with trapper intake screen,No substitutes. 2.02 RETAIL DISPENSING EQUIPMENT A. B. REG 14-0299 Electronic retail dispenser:Provide Model NA2,three product,single side, straight grade Encore Dispenser. Retail Dispensing Breakaway Connection:UL Listed 3/4 inch breakaway fitting. OPW 66V-0250 with 66H-0075 hose section or approved equal. 15192 -1 March 2015 Bulk Fuel Upgrade Kt oze7TreKasaan,Alaska C.Arctic Hose:3/4 inch diameter with 3/4 inch NPT connections at each end. Provide two 18 foot long sections of hose with retail dispenser.Goodyear Arctic Ortac or approved equal. Hose Swivel:UL listed %inch NPT x 3/4 inch NPT swivel.OPW model no.45M- 0492,or approved equal. Shear Valve:UL Listed 1-1/2 inch x 1-1/2 inch dispenser shear valve with fusible link.Morrison Bros Co.model 636F,or approved equal. Dispensing Static Grounding Reel:Enamel coated steel frame and reel with permanently sealed spring return.Provide with 50 feet of 1/8 inch galvanized carbon steel cable,minimum 100 ampere grounding clip,and stop ball.Hannay GR75,or approved equal. PART 3 -EXECUTION 3.01 EXAMINATION A.Check equipment for damage that may have occurred during shipment.Repair damaged equipment as approved or replace with new equipment. 3.02 PREPARATION A.Protect bright finished shafts,bearing housings,and similar items until in service. No rust will be permitted. 3.03 INSTALLATION A. REG 14-0299 Install pumps and associated equipment in accordance with applicable codes and per manufacturer's installation instructions. Electrical installation shall be in accordance with NEC and Division 16 Specifications. END OF SECTION 15192 -2 March 2015 SECTION 15193 FUEL TANK APPURTENANCES PART 1 --GENERAL 1.01 SCOPE OF WORK A.This Section includes requirements for fuel tank appurtenances.The intent of this specification,along with other specifications,and the accompanying Contract Drawings is to provide a complete and workable facility with complete systems as shown,specified and required by applicable codes. 1.02 PERFORMANCE REQUIREMENTS A.Design Service Conditions:All fuel tank appurtenances shall be rated for the following service conditions: 1.Fluid;Gasoline and Diesel fuel 2.Operating temperature range:-20 degree F to 120 degree F. Any reference standards that do not comply with these service conditions shall be brought to the Engineer's attention immediately. PART 2 -MATERIALS 2.01 GENERAL A.Provide tank accessories as required and as shown on the Contract Drawings. Coordinate connections to the tank. 2.02 TANK ACCESSORIES &APPURTENANCES A. REG 14-0299 Manholes:24-inch nominal size,5/16-inch steel lid (single punch),%”mild steel ring with 7-inch riser height,Clay &Bailey MR820-0600 or approved equal. Provide complete set of bolts and Buna-N gasket for lid. Pressure/Vacuum Whistle Vents:Aluminum body and hood,stainless steel screens and float,brass internals,Viton seals.2”FTP connection,8 oz/square inch pressure setting,1 oz/square inch vacuum setting.High intensity whistle alarm on rise of float at adjustable level.Morrison Bros.Figure 922,or approved equal. Emergency Vents:UL listed,aluminum body,brass seat,cast iron cover, flanged connections,sized in accordance with UL 142.Set to open at 16 ounces per square inch pressure.6”size -275,000 CFH relief capacity at 2.5psig.8” size -500,000 CFH relief capacity at 2.5 psig.Morrison Bros.Figure 2440F with flanged adapter,or approved equal.Loose manholes not permitted. Gauge Hatch:Brass cap,brass adapter,and brass chain,Buna-N gasket,2-inch FPT connection.Morrison Figure 307,or approved equal. 15193 -1 March 2015 Bulk Fuel Upgrade Kasaan,Alaska C.Float Switches:See also the Contract Drawings. 1.Critical High,High,Low,and Low Alarm level switch combination:Float activated magnetic level switch with four actuation set points.3-inch ASME class 150 raised face flanged tank connection.Actuation set points shall be as indicated on the Contract Drawings.UL listed for Class 1 Division 1 hazardous environments.Custom Switches Inc.Model LS-1900 Type 7,or approved equal. D.Liquid Level Gauge:Clock-style gauge with readout in feet and inches up to 9 feet,accurate to %-inch over full scale.Aluminum body,2-inch MPT connection, stainless steel float sized to pass through 2-inch bung opening.Morrison Bros. Figure 818 or approved equal. E.Pump:4”FPT threaded penetration for submersible pump.See Pumps and Equipment Specification,Section 15192 for additional information. F.Water Draw Assemblies -Fabricate in accordance with Contract Drawings. G.Fill Limiter:2”FPT float-type mechanical shut-off valve.Aluminum Body,close cell Buna-N Float,brass plunger,stainless steel trim,100 psig shut-off pressure. Morrison Figure 9095-A or approved equal.Provide with 2”Aluminum drop tube cut to length at 45 degrees as required to terminate within 6”above bottom of tank. H.Spill Container:7-1/2 gallon capacity,Morrison 518 series or approved equal. PART 3 -EXECUTION 3.01 EXAMINATION A.Coordinate tank connection sizes with all tank appurtenances 3.02 INSTALLATION A.Install tank appurtenances in accordance with applicable codes and per the manufacturer's installation instructions. B.Select emergency vent size in accordance with UL 142.Loose bolted flanged manholes are not permitted for use as emergency vents. C.Provide bushings where required. 3.03 SHIPPING All appurtenances shall be packaged and shipped separately from tank.Packaging shall be sufficient to prevent damage during shipment.Extra care shall be taken to protect penetrations and flanges to ease field installation of appurtenances. END OF SECTION REG 14-0299 15193 -2 March 2015 Notes File:&:\dobsdata\30404.06KasaanBFU\O0CADD\02Figures\DiscussionFigures\30404.06DesignAlt2.dwgEXISTING iCULVERTONY TOLSTOIHIGHWAYNOTE: 1.LPG TANK &DISPENSER RELOCATED AND INSTALLED BY OTHERS. 2.CAUTION:OVERHEAD POWER IS PRESENT ON SITE.COORDINATE WITH LOCAL UTILITY PROVIDER PRIOR TO CONSTRUCTION.BOLLARD (TYP 5) 23'x5'x6"CONCRETE TANK SLAB RELOCATED LPG TANK WITH ATTACHED DISPENSER UNIT LOT 1 LOT BOUNDARY ¥,onomicDevelopmentAEAfantrnssarRuralEAsGroup813WestNorthernLightsBivd.mentofCommunitEEC*ENStateofAlaskaAnchorage,Alaska99503in*||*AIDEA*D.q|"MATCH EXISTING -4_"__GRAVEL PADORSEEN ff 72°i 125°)-:.°.t'(12.5"MIN)rc a -ase :(12.5"MIN)el]--tt ©-(10"MIN) ] a RE Besereneamend"OVERHEAD DOORS©[@)io (eo)ARE MR PPE Pee - <-_---EXISTING "GRADE 6%| Mh PCSHOPBUILDING©"*s3PxSer;3491>BxmYINaesraANCHORAGE,ALASKA90503PHONE:(907)562-3252FAX(807)561-22733240ARCTICBLVD.SUITE30055° --- APPROX LOCATION OF"EXISTING SEPTIC "SYSTEM |SYSTEM nn 30 1 ®asmNe MATCH EXISTING mm = EXISTING )ROAD SHOULDER ae GRAVEL PAD?yo |:|F :C55 EOF HS:|q |:UY 26 CONNECT TO AND }EXTEND 18”HDPE CULVERT AS --REQUIRED "--8"THICK CONCRETE Is \-_---RETAINING WAL J RETAIL DISPENSER 40 |ENCLOSURE ROTATED EDGE OF PAD ;30 DEGREES FROM EXTENSION LOT 2:TANK ALIGNMENT F EDGE OF PAD >6"SECURITY TOE :|1 FENCE ;EDCE OF >ROADWAY |1 i LOT BOUNDARY }LOT 3 > |I GRAPHIC SCALE 10 0 10 20(4)SITE PLANSCALE:GRAPHIC SCALEINFEET 8<«2 &wd5%=23 6 ->&gz333a4&3 5xnb ”) E4 73 z=)g $z +-|x=PSNa]&TESs xo wee°FJres&2 Sheet No.qiz whKeFite;&\Yobsdata\30404.06KasaanBFU\00CADD\O!WorkingSet\01Civi\30404.06C1-C5DesignAlt3.dwg----___-_-]TOLSTOILHIGHWAY@' !|PoeCONNECTTOANDEXTEND18"HDPE |CULVERT AS REQUIRED (BY CITY) ¥|° \A v GRADE TO MATCH EXISTING ROAD SHOULDER 1 . : v |» 2 |;v > : » ® ' . |: 2 ROADWAY EOGE OF I s ROAD ROW |2 |EXISTING CULVERT a bof7 4 1|EDGE OF & GENERAL NOTES1.LPG TANK &DISPENSER RELOCATED AND INSTALLED By CITY. 2.CAUTION:EXISTING OVERHEAD ELECTRICAL FACILITIES ON SITE.COORDINATE WITH LOCAL UTILITY TO REMOVE AND RELOCATE PRIOR TO CONSTRUCTION AS REQUIRED.(SEE ELECTRICAL) EXISTING CONNEX'S AND EQUIPMENT TO BE MOVED BY CITY LOT 1 LOT BOUNDARY APPX.76° --_-----EXISTING GRADE APPROX.6% (2 Ny, APPX.76° | | | | | | | | | | | |(GRAVEL Pad EXTENSION QD OVERHEAD DOORS EXISTING SHOP BUILDING oeaAPPX.45' he ban,She, (BY CITY) GRADE TO MATCH -EXISTING GRAVEL PAD Te &a" STEIN mere -™a XO _-SPILL RESPONSE EQUIPMENT DRUMS EXISTING GRAVEL PAD APPROX LOCATION OF EXISTING SEPTIC SYSTEM &re)SINGLE PRODUCT PROTECTED TANKASSEMBLYWITHSINGLEPRODUCT RETAIL DISPENSER ,TYP.3: ®2,000 GALLON GASOLINE ®2,000 GALLON DIESEL #1 ¢2,000 GALLON DIESEL #2 |EDGE OF PAD EXTENSION TOE OF SLOPE ON EXTENDED PAOD RELOCATED LPG TANK WITH ATTACHED DISPENSER xt / | | | | | | |30°-6" UNIT,SEE NOTE 1 LOT 2 135° SEASONAL DRAINAGE APPROXIMATE LOCATION OF EXISTING OVERHEAD ELECTRICAL FACILITIES (SEE NOTE 2) TANK FARM SITE PLAN 10SSCALE:GRAPHIC a ee es | GRAPHIC SCALE °10 SCALE IN FEET LOT 3 LOT BOUNDARY mentofCommunitytstateofAlaskaigond'EconomieDevelopmeAIDEA/AEARuralEnergyGroup813WestNorthernLightsBivd,DeAnchorage,Alaska99503TEALASKASbENERGYAUTHORITY*a*,**eycontentatOFFA491HfsaeRWENGINEERINGGROUPLLC©ANCHORAGE,ALASKA99503PHONE:(907)562-3252FAX:(907)561-22733940ARCTICBLVD.SUITE300KASAAN,ALASKABULKFUELUPGRADESCONCEPTUALDRAWINGSTANKFARMSITEPLANDATEREVISIONNO.10/16/15AMHOesigned.PlotDate.AJGApprovea__KRHDrawn.Sheet No. SHEET. C3 OF. Fite:\Wobsdata\,30404.06KasaanBFU\OOCADD\01WorkingSet\01Civi\30404.06C1-C5DesignAlt3.dwgLPG TANK,SEE SHEET C3 VARIES 82'-95'(APPX.) EXISTING MAINTENANCE BUILDING mee \ EXISTING PAD FILL MATERIAL MATCH GRADE OF EXISTING PAD 27.3"}SSSOVERHEAD COVER,TYP.3 SINGLE PROOUCT,2,000-GAL PROTECTED DISPENSING TANK,TYP.3 SINGLE PRODUCT DISPENSER,TYP.3 --Amer eo yee ea PITRUN GRAVEL , WARP WovEN GEOTEXTILE EXISTING GRADE (4 SECTION A I EEN i /Be\ A PA Xo SCALE:GRAPHIC APPX.42.7? GRAPHIC SCALE 12.0° MATCH EXISTING GRADE AT ROAD SHOULDER APPROX.ROAD LOCATION 12-INCH GRAVEL CAP PROPERTY LINE 14.5° LITITTItiti EXISTING GRAVEL PAD (BACKGROUND) 2,000--GAL PROTECTED DISPENSING TANK W/SKID MOUNTED,SINGLE PRODUCT DISPENSER,TYP.3. (oy t etre EXISTING GRAVEL PAD 4EXISTING GRADE NON-WOVEN GEOTEXTILE (8\SECTION B SCALE:GRAPHICSe) APPROX.LOCATION OF EXISTING CULVERT,CONNECT TO AND EXTEND 18”HDPE CULVERT AS REQUIRED CONCRETE OR TIMBER TANK FOOTING (8Y CITY) PROPOSED GRAVEL PAD Gaolael,spec: GRAPHIC SCALE 4 9 4 a | SCALE IN FEET NOTES: 1.CAUTION:EXISTING OVERHEAD POWER FACILITIES ON SITE.COORDINATE WITH LOCAL UTILITY TO REMOVE AND RELOCATE PRIOR TO CONSTRUCTION.(SEE ELECTRICAL) 2.COORDINATE TANK STRIP FOOTING LOCATIONS &DIMENSIONS w/TANK SHOP DRAWINGS (AVAILABLE UPON REQUEST). 3.AN ONSITE SURVEY WAS NOT COMPLETED DURING THE DESIGN PHASE OF THIS PROJECT. ELEVATIONS SHOWN ARE APPROXIMATE.GRADE EXISTING AND PROPOSED PADS AS REQUIRED TO PROVIDE A FUNCTIONAL FACILITY. z .$32>a >gisaste aEeLIS53<iaoe:ttfaoeeet5LOGSLesau?SeS-s5i *4HESeesOESeatae2°wvog* * * in]xy BryF,fy 2%,asezuBgoy2HyLysaOFeS<Sank |Re ENGINEERINGGROUPLLC3940ARCTICBLVD.SUITE300ANCHORAGE,ALASKA99503Fax:(907)561-2275PHONE:(907)562-3252KASAAN,ALASKABULKFUELUPGRADESCONCEPTUALDRAWINGSTANKFARMPADSECTIONSDATEREVISIONNO.10/16/15AMHDesigned,KRHApproved. NOTE: 1.PIPING &TRUCK FILL PORT NOT SHOWN FOR CLARITY. 2.DISPENSER ANGLE OFFSET REPRESENTED IN SECTION :£600 GALLON GASOLINEVIEWS.SEE SHEET C3.Fie:&:\dobsdata\\30404.06KasaanBFU\00CADD\02Figures\DiscussionFigures\30404.06DesignAlt2.dwgEXISTING PAD FILL MATERIAL (4 >ze iSe>ges Le $3 PRODUCT PROTECTED TANK Sess #a89°X23'):283 <rT<TONa 3,000 GALLON DIESEL #1 DISPENSER ROAD SHOULDER,95'Sout 8 i c+7,000 GALLON DIESEL $2 ENCLOSURE AWAY FROM ges Wi 2k2MAINTENENCEBUILDINGpeelspix7meg<5 21.a \.2°xt"CONCRETE 82 >i 8 8 i !2 SLEEPERS (TYP 2)CROWN LOCATION os 's\a AP mie a x TOP OF WALL }--8 =12”ABOVE FG --- PROPOSED iGRAVELPAD .a(* :Sueeinaatiaciodl Aan - -->)aras==TE --6 ae 4 ri SMD Path 7 BRC CALETA AEFSE NOPE BT %é re : %i gSSRTententaee.on Mele Se eats we eo " .a wt CraSi ar i! TWO PRODUCT DIESEL RETAIL DISPENSER x5oa'\xASSSer,. vee pe eft Cavel PHONE:(907)862-3252Fax:(907)561-2275ANCHORAGE,ALASKA995033940ARCTICBLVD.SUITE300EXISTING SINGLE PRODUCT / RETAINED GRADE GASOLINE RETAIL GRAVEL CAP SLOPE AT 6 DISPENSER &FILL (FOREGROUND) REMOVE APPROX 2°OF IN-SITU ORGANIC SOILS GRAPHIC SCALE$8 °3 10 2] 1 SECTION VIEW |<2 3SCALE:GRAPHIC ==SCALE IN FEET ”x 226(2 ¢ 58'=H 2MAINTENANCEBUILDING8”CONCRETE 4 wgw&(BACKGROUND)RETAINING WALL x 4_ \ (BEHIND)Ss 2 -™,_NA Th 33 PCN 20" TILL tr TANK SHELL N 5 RETAINED GRADE SLOPE AT 10%(BACKGROUND)\/5 8”CONCRETE PROPOSED RETAINING WALL GRAVEL PAD .z .o RON <>EXISTING GRAVEL DISPENSER ¥ ENCLOSURE REMOVE APPROX 2°OF -EXISTINGIN-SITU ORGANIC SOILS SND 5 z 2'x1'CONCRETE TANK FOOTINGS '|=z(TYP 2)a)<|oGRAPHICSCALESs4 5 o 5 10 o 2 SECTION VIEW Prat al se i.IN FET 28 a &E3 Sheet No.C4 SHEET.OF. KASAAN = wsvver Nal. £0566 Hoty"eboupuyY*'PAGSLUT] WIRION 38m C18fevz-195(208) xKVE conteWave spvaoion YN ALINOIA OOC BLING"GATEDUdav Ovee ry perciddyJONUPN& wea CITY SHOP : BUILDING ue oeae ve AN DRIVE - beLIBRARYicae vbrieta'y dno1p K620uq Joins SONIMVG NOIS3d xS¢ ayPeubison vav/vadlv ere IT yauidojeneq sywiouosy pup'¥1/22/8 mi Ayunuius0oy jo yuaus 3ld HUMULLIOD49,yuaun bdo WISVTV'NVYSY>= 3z o7 ; oo 8&Se.BT 685 ox: ,2".Z OB: gS20"39° slta . a AS: oMa, ME ee 4 282$55.fe,Ba5= ><<fea]za4 . <Yn i bh§ ; x 2 Le SCALEINFEET GRAPHIC SCALE VICINITY MAP SCALE:GRAPHIC . bo "ee BapHy YOIseq SO'POPOE\seuNd{{ Uojssnasig\sesnbi4 ZO\GA¥D OO\NA UODSDy gO'rOVOC\>IOPSGor\ PH if pe -_-..-_---_]File:ut\Yobsdata\30404.06KasaanBFU\OOCADD\02Figures\DiscussionFigures\30404.06DesignAlt2.dvgEXISTING CULVERT TOLSTOIHIGHWAYPROPOSED PAD EXTENSION MATCH EXISTING: ROAD SHOULDER CONNECT TO AND EXTEND 18”HDPE CULVERT 31.5° N NOTE: 1.LP TANK &DISPENSER RELOCATED AND INSTALLED BY OTHERS. 2.LP TANK &DISPENSER UNIT SETBACKS ARE SUBJECT TO CHANGE IF LPG TRANSFERS DO NOT CONFORM WITH THE 'LOW EMISSION'STANDARDS OUTLINED IN NFPA 58,SECTION 6.28.5. a RELOCATED 3.14'@ X 16” LPG TANK WITH ATTACHED DISPENSER UNIT LOT 1 LOT BOUNDARY !t -72! "MATCH EXISTING -- SeRPE IO q 125°(12.5"MIN) re ar iat:'2s "0 a"rgrcnpina tenancies GRAVEL PAD "75 ee <<EXISTING GRADE 6%Mr nigga:aad'(10°MIN)-"oe aie [£.TT"a 'tr ie &a. 1 2 aarO55bES-FHS t ot ||1 21 |EXISTING op pled GRAVEL PAD .40%+Poa |__ RETAIL DISPENSER|.:4 ENCLOSURE Poo, LOT 2 | ; |7 5 - 3'x3'x6'GABIONS - -(TYP 7)40° ' ZN EDGE OF PADEXTENSION EDGE OF PAD TOE $i a >gib<fey 3BESSFe<i<3Sasoeassoes4528 ABes-3 RexHESaSso By,tw "2 t *« sets Ring,SUMRREEGREY:ARES|PLLC3940ARCTICBLYD,SUITE300ANCHORAGE,ALASKA99503PHONE:(807)562-3252FAX:(907)561-2273KASAAN,ALASKA35%DESIGNDRAWINGSTANKFARMSITEPLANDATEBY()SITE PLANSCALE:GRAPHIC GRAPHIC SCALE 10 o 10 SCALEINFEET LOT BOUNDARY LOT 3 REVISIONNO.8/27/14AMHDrawn__NCP__|DesignKRH4dAppro' edrte:dt\Yobsdata\30404,06KasaanBFU\OOCADO\02Figures\DiscussionFigures\\30404.06DesignAlt2.dwg2 7” 3 PRODUCT PROTECTED TANK (80°X23'):>F000 GALLON DIESELgie|GALLON ¢3,000 GALLON DIESEL $2 Ors SER RY 7 i 7 12!2'xt'ons CheSLEEPERS(TYP 2)272 oA a te 92 2 tt @ it) ROAD SHOULDER,95° AWAY FROM MAINTENENCE BUILDING APPROXIMATE ROAD CROWN LOCATION iaskaommunityonomicDevelopmentStateofAlDepartmentofAIDEA/AEARuralEnergyGroup813WestNorthernLightsBlvdAnchorage,Alaska99503**fientFaASEwya --PROPOSED F, GRAVEL PAD J *K TET mm T TT 6 intimin HG.RSS ittecomticrd Mitton ®ant fost idee Tt Eeeat Lgent Ge Sena!FR LSA KPA EN "SsR>nies .Trae a oy,"ee , a sou /;-on -"A - ICD JOY Oo eee KS ;eews. Any SE en hey at Tren ; ay Jane Pr p ndSRACaNALowiYOONLISATWOPRODUCTDIESELKS:EXISTING PAD FILL 3'x3'x6'ROCK FILLED RETAIL DISPENSER i |MATERIAL GABION EMBEDDED 1'IN 7 | GRAVEL CAP MATERIAL EXISTING SINGLE PRODUCT i(TYP NORTH EAST SIDES RETAINED GRADE GROUND GASOLINE RETAIL GRAVEL CAP OF TANK)SLOPE AT 6%DISPENSER &FILL (FOREGROUND) REMOVE APPROX 2°OF IN-SITU ORGANIC SOILS GRAPHIC SCALE 5 0 5 10 " SECTION VIEW g | a =2 6 3 55°z &&MAINTENANCE BUILDING 3 g &(BACKGROUND)8 a ¢xTh”3»- NA |33°in 20° LITT rrr TANK SHELL 6°-=\ a RETAINED GRADE SLOPE Fass AT 10%(BACKGROUND)\/- =PROPOSED Be GRAVEL PAD Ah iine an*ot . .z LeneEXISTINGGRAVEL\DISPENSER ENCLOSURE REMOVE APPROX 2°OF IN-SITU ORGANIC SOILS NS 3z 2'x1'CONCRETE =SLEEPERS (re =3]o EGRAPHICSCALEQ78o510ao7SECTIONVIEWot&§SCALE:GRAPHIC SCALE IN FEET Pz:6.8 3 [Sheet No.C4 SHEET.OF. Notes Alaska Energy Authority Grant Agreement ALASKA ENERGY AUTHORITYAmendment Grant Agreement Number |CFDA#Amount of Funds AEA use only 7210014 NA $260,000 Managec&§_Pass-thru [7] Project Code(s)Proposal No.Period of Performance: 340276 BF10114 From:January 27,2014 To:December 31,2016 Project Title Kasaan BFU Domes _GRANTEE GRANTOR City of Kasaan Alaska Energy Authority Street/PO Box Street/PO Box P.O.Box KXA 813 W.Northern Lights Blvd. City/State/Zip City/State/Zip Ketchikan,AK 99950 Anchorage,AK 99503 Contact Person Contact Person Robert Baker,Mayor Jim Vail,Project Manager Phone Fax Email:Phone Fax Email: 907-542-2212 |907-542-2223 |kasaancityclerk@aptalaska -net 907-771-3064 |907-771-3044 |jvail@aidea.org AMENDMENT 1 Extend Period of Performance to December 31,2016. All other terms and conditions remain unchanged. aan a 4 :Executive Director |Grantee .|Authority Projag}Manager "or Designee Signature Date 7/4 Date |Si naty Date falas Cake Je sfaps ee Robert Baker,Jim Vail,:c Sara Fisher-Goad7”Mayor Project Manager AEA Executive Director Page 1 of 1 James Vail From:Andy Horazdovsky <AHorazdovsky@crweng.com> Sent:Wednesday,December 10,2014 2:13 PM To:James Vail Subject:Kasaan Dispenser options Attachments:Gilbarco Encore Setup.pdf;Legacy &FuelMaster Setup.pdf Jim, After some consulting with Alaska Fuel Systems and Northwest Pump,we've narrowed the dispensing system choices for the City of Kasaan to two.Both of these systems will provide the City with the features they'd like (mainly the ability to take credit cards at the pump).Brochures of the two systems are attached for AEAs consideration along with a brief breakdown below: 1.Two Legacy Dispensers and a FuelMaster 2500 island card reader/fuel management system. Pros: e Long standing history in Rural Alaska (small scale facilities across the US really) e With two dispensers,if one unit has an issue,product(s)on the other unit could still be dispensed e Trouble shooting between the two units via swapping out failed components is possible e Two dispensers and an island card reader mean the dispenser enclosure needs to be 12-feet long (higher fabrication cost,tougher to mount on the tank skids,large unwieldy doors). e Although a single Legacy dispenser is simpler in design then an Encore,having two legacy's means more internal components to fail over time and having to O&M two units. 2.Asingle Encore dispenser with OPW Fuel Management System &Fuel Site Controller. Pros: e Thousands of installations in Alaska &across the US. e Single dispenser and integrated card reader minimizing footprint (should fit in a standard 8-foot long enclosure) e Modern electronic dispenser with easy,familiar customer interface (Craig/Klawock have similar setups) Cons: e Witha single more complex dispenser,if a single critical component fails dispensing of all products will be down. We're working on a comparative cost estimate,but it's looking like the two systems will be similar in final installed cost. All things considered,|think the single Encore dispenser is the best choice for Kasaan.Alaska Fuel Systems agrees.Please give me a call to discuss at your convenience. Thanks, Andy Horazdovsky,PE Civil Engineer q |3940 Arctic Blvd,Ste.300«4 Anchorage AK 99503Cc=RV/Office 907-562-3252 |Direct 907-646-5691 ENGINEERING GROUP LLC Wwww.crweng.com LAAN EF James Vail From:Andy Horazdovsky <AHorazdovsky@crweng.com> Sent:Wednesday,August 27,2014 12:19 PM To:James Vail Ce:Karl Hulse Subject:RE:Kasaan Site Plan and Sections Attachments:Site Plan C2 with LPG Tank.pdf Jim, I'm back in town and available for a Kasaan BFU meeting anytime tomorrow or Friday before 2pm.Attached is a revised site plan showing propane storage and dispensing per your request.The layout would require the City to move/reorganize their equipment laydown area and connex's,but it sounded like Skip planned to do that to facilitate the fuel retail dispensing operation anyway. Below is a table from the 2014 NFPA 58 for separation from propane tanks and points of transfers to buildings,lot lines and retail fuel operations: Setback From Setback Distance Code Reference Notes/Special containing liquids with flash points below 200 degrees F. Conditions Other Containers,10'if less than 1,200 6.3.1.1 6.3.1.3 Important Buildings ,gallons and 25'away , Line of Adjoining from nearest ASME Property That Can BE tank 125 gal or greater. Built Upon 25'if tank is greater than 1200 water gallons. Above ground tanks 20'6.4.4.6 6.4.4.10 may overrule setback requirements for protected tanks Transfer systems and Container N/A,if container conforms with 6.3 6.5.2.1 1,notee 6.5.3.4 and 6.28 Point of Transfer and Buildings with 1 hour fire rated walls minimum 10',or if low emission transfer 5'.Otherwise 25'or if low emission transfer of 12.5' 6.5.2.1 note c 6.5.3.4 and 6.28.5 Point of transfer and line of adjoining property that can be built upon. 25',or if low emission transfer 12.5' 6.5.2.1 note c 6.5.3.4 and 6.28.5 Point of Transfer and Flammable/Class II liquid dispensers 10',or if low emission transfer 5' 6.5.2.1 note c 6.5.3.4 and 6.28.5 Andy Horazdovsky,PE Civil Engineer VFO E WER CobEes Sfotnil TRVNE L0EA7/0N Notes Liasaan Can Dispense @ face Le_ MEMORANDUM OF AGREEMENT #_0/-/3 THIS AGREEMENT is entered into this__/8 day of_Apr cf ,2013 by the Alaska Energy Authority and the State Fire Marshal,Division of Fire and Life Safety,in order to adapt the International Fire Code (IFC),which has been adopted by the State of Alaska,to the safety needs of tank farm construction in rural Alaska.This Agreement is in effect until modified or canceled by written notice by either party or until the current 2009 IFC is replaced by the adoption of the 2012 IFC. I) 1) 2) 3) INTRODUCTION/PURPOSE-Unique conditions and needs exist in ruralAlaskancommunitiesthatmakeliteralapplicationofsomeportionsoftheInternationalFireCodeandrelatedNFPAstandardsdifficult.In addition,the lack of significant fire-fighting capabilities makes some provisions of the codelessrelevant.The purpose of this policy is to provide practical solutions thatprovideanequivalentlevelofprotectionforpublicsafetyandtheenvironment.The solutions proposed herein will form the basis for approvalofapplicationsformodificationswhererequired. IFC 2206.2.3 Defines setback criteria for aboveground dispensing tanks.IFC 3404.2.9.6 Defines setback criteria for aboveground bulk storage tanks. PROBLEM-Consolidation of bulk storage and dispensing tanks in the samefacilitymakesitunclearwhichsetbackdistancestoapplytobulkstorage tanks. RESOLUTION -Provide a minimum of 50'separation from the dispenser toallunprotectedabovegroundtanksregardlessoftankcapacityorfunction.Provide clearance from dispensing tanks to important buildings,public ways,and property lines which can be built upon in accordance with the morerestrictiverequirementsinIFC2206.2.3.Provide standard clearances inaccordancewithIFC3404.2.9.6 for all other tanks. IFC 3404.2.7.8 -Where a tank is located in an area where it is subject to buoyancy ...uplift protection shall be provided in accordance with Sections22.14 and 23.14 of NFPA 30. PROBLEM-The established maximum flood stage is not clearly defined forallruralcommunities. RESOLUTION -Based on data from the U.S.Army Corps of Engineers use the 100 year event flood (where available)as the maximum anticipated floodstage.Where the 100 year event has not been established,use anelevationthatisaminimumof1'higher than the flood of record.If siteconditions,topography,anticipated climate change impacts,or historicrecordsindicatejustificationforamoreconservativesolutionuseagreaterelevationbasedonsoundengineeringjudgment.Elevate tanks and/oranchortosuitablefoundationstopreventfloatingofemptytanksatthe established maximum flood stage as determined above. IFC 3404.2.9.2.3 -Supports or pilings for aboveground tanks storing Class |,il,or INA liquids elevated more than 12”above grade shall have a fire-resistive rating of not less than two hours... Page 1 of 3 4) 5) PROBLEM -The best way to provide a stable foundation and secondarycontainmentsysteminmanysiteswithmarginalpermafrostistobuildaliquid-tight structural steel dike on a piling foundation and install the tankswithintheelevateddike,or install tanks with integral secondary containmentonpilesupports.Installation of two-hour fire protection on the entirestructuralframeworkwouldbeextremelydifficultifnotimpossible.It is also questionable that the commonly available listed systems for two-hour fireprotectionwouldstanduptotheharshenvironmentinmanylocations. RESOLUTION-The intent of this section is to prevent catastrophic failure oftankfoundationsintheeventofapoolfire.Since the elevated secondarycontainmentsystemsareliquidtightanddesignedtocontainthecontentsofthelargesttank(steel platform deck and dike,or tank with integral secondarycontainment),a pool fire would occur within the secondary containmentsystemandtheframeworkandpilingsunderneathwouldnotbesubjecttosignificantheatexposure.Based on the above,define "grade"as thefinishedfloorofthesteelplatformdeckandinstallalltankssotheyarewithin12"of this level.For pile mounted tanks with integral secondarycontainment,delete need for 2-hour fire resistive rating. IFC 3404.2.10 -The IFC does not define secondary containment dikingrequirementsanddeferstoNFPA30.NFPA 22.11.2.3 -To permit access,the outside base of the dike at ground level shall be no closer than 10 ft to any property line that is or can be built upon. PROBLEM-Limited available property and rugged terrain in many rural siteslimitsflexibilityinlayout.Some sites with steep grades and poor soilconditionsrequireconsiderablefillandthetoeofthedikeandpadmayextendtowithin10'of the property line.Most rural communities do not have the capability to fight a tank farm fire so the access clearance requirement isnotapplicable.In addition,the rugged terrain and/or poor soils will oftenprohibitvehicleaccessaroundthetoeofthedike. RESOLUTION -Where fire fighting access is not possible due to terrain,orfirefightingequipmentisnotavailable,allow for placement of fills up to the property line. IFC 3404.2.10 -The IFC does not define secondary containment dikingrequirementsanddeferstoNFPA30.NFPA 22.11.2.4 -Walls of the dikedareashallbeofearth,steel,concrete,or solid masonry... PROBLEM-Timber is not listed as one of the options for dike walls.Heavytimberdikewallshavebeenusedinanumberofrurallocationswherelocal conditions made use of other systems impractical.The installations haveproventobedurable,particularly in harsh environments and areas withunstablesoils,but are not listed as one of the standard systems. RESOLUTION -Use heavy timber dike walls only where unique conditionsjustifythisapplication.Specific conditions include unstable soils subject todifferentialmovement,space restrictions,lack of available earthen fill material,and corrosive environments where steel may be susceptible toprematurefailure.Provide an engineered solution that includes heavy timberwalls(minimum 6"nominal thickness),structural supports designed towithstandafullhydrostatichead,a liquid tight liner,and a sheet metalcoveringovertheentireinsidesurfaceofthedikewallandliner. Page 2 of 3 6) 7) 8) IFC 3406.4.6 -Manual and automatic systems shall be provided to preventoverfillingduringthetransferofClass|and 11 liquids from mainline pipelinesandmarinevesselsinaccordancewithAPI2350. IFC 3404.2.7.5.8 -An approved means or method in accordance withSection3404.2.9.7.6 shall be provided to prevent the overfill of all Class |,IlandIIIAliquidstoragetanks... PROBLEM -Consolidation of bulk storage and dispensing tanks in the samefacilitycombinedwithambiguityinthecodelanguagemakesitunclearwhichoverfillpreventionsystemsarerequiredforvarioustanks. RESOLUTION -For bulk storage tanks installed within a secondarycontainmentdike,provide either a liquid level gauge or a gauge hatch andtanktopaccesstosatisfytherequirementforamanualsystem.In addition,provide an audible high level alarm (whistle vent or electric alarm)wherepractical.For double wall tanks,protected tanks,and for all dispensing tanksprovideoverfillprotectioninaccordancewithIFC3404.2.9.7.6. IFC 2206.2.3 -Table 2206.2.3 requires a 25'minimum separation between a protected tank and a dispenser,except at fleet fueling stations. PROBLEM -_The UFC and NFPA have historically allowed the dispenser tobemounteddirectlyonaprotectedtankforallinstallations.UL Standard 2244 defines factory-assembled systems inclusive of an above groundprotectedtankinaccordancewithUL2085andallnecessarycomponentsrequiredforacompletemotorvehiclefuelingpackage.This is a recognizedstandardfortankmounteddispensingsystems.This has proven to be averyappropriatesystemforsmallerlow-volume retail sales facilities in rurallocations.Some sites may not have adequate space to allow the separation. Also,it is also advantageous to have a packaged system that can berelocatedtoanewsiteinthefutureasneedschange. RESOLUTION -Allow installation of tank mounted dispensers when theentiresystemisalistedassemblyoriscomprisedoflistedcomponentsinstalledonalistedtank. IFC 2204.4.1 -Class I,Il and IIA liquids shall not be dispensed into aportablecontainerunlesssuchcontainerdoesnotexceed6-gallon capacity IFC 2205.6 -Sign No.7:No filling of portable containers in or on a motorvehicle.Place container on ground before filling PROBLEM --Portable containers that exceed 6-gallons are commonly usedinruralAlaskaforgasolineanddiesel. RESOLUTION -Provide ground reel /static wire that is grounded to thedispensingsystem.Replace Sign No.7 to read:"ATTACH STATIC WIRETOPORTABLETANKPRIORTOFILLING” DIVISION OF FIRE AND LIFE SAFETY.ALASKA ENERGY AUTHORITY DEPARTMENT OF PUBLIC SAFETY ERGY GROUP By: RURAL E My ed WAMekY/.huddle By:Kelly Nicolello Sandra Moller Director/Fire Marshal Deputy Director Date:L/16 Le |Date.(-22-\% Page 3 of 3 30-14 MF PR 30 FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE 3.3.44 Vapor Processing Equipment.Those components of a vapor processing system designed to process vapors or liquids captured during transfer or filling operations. 3.3.45*Vapor Processing System.A system designed to cap- ture and process vapors displaced during transfer or filling operations by use of mechanical or chemical means. 3.3.46*Vapor Recovery System.A system designed to capture and retain,without processing,vapors displaced during trans- fer or filling operations. 3.3.47 Vault.An enclosure consisting of four walls,a floor,and a top for the purpose of containing a liquid storage tankandnotintendedtobeoccupiedbypersonnelotherthanfor inspection,repair,or maintenance of the vault,the storage tank,or related equipment. 3.3.48*Ventilation.As specified in this code,movement of air that is provided for the prevention of fire and explosion. 3.3.49*Warehouse. 3.3.49.1 General-Purpose Warehouse.A separate,detached building or portion of a building used only for warehousing-type operations. 3.3.49.2 Liquid Warehouse.A separate,detached building or attached building used for warehousing-type operations for liquids. 3.3.50*Wharf.Astructure at the shoreline,having a platform built along and parallel to a body of water with either open deck or provided with a superstructure. Chapter 4 Tank Storage 4.1 General. 4.1.1 Scope.This chapter shall apply to the following: (1)The storage of flammable and combustible liquids,as de- fined in 1.7.3,in fixed aboveground and underground tanks (2)The storage of flammable and combustible liquids in por- table tanks and bulk containers whose capacity exceeds 3000 L (793 gal) (3)The design,installation,testing,operation,and mainte- nance of such tanks,portable tanks,and bulk containers 4.1.2 Applicability.(Reserved) 4.1.3 Special Terms. 4.1.3.1 Floating Roof Tank.For the purposes of this chapter,a floating roof tank shall meana tank that incorporates one ofthefollowingdesigns: (1)Aclosed-top pontoon or double-deck metal floating roof in an open-top tank constructed in accordance with API Standard 650,Welded Steel Tanks for Oil Storage (2)A fixed metal roof with ventilation at the top and roof eaves constructed in accordance with API 650 and con- taining a closed-top pontoon or double-deck metal float- ing roof meeting the requirements of API 650(3)A fixed metal roof with ventilation at the top and roof eaves constructed in accordance with API 650 and con- taining a metal floating cover supported by liquidtght metal floating devices that provide sufficient buoyancy to prevent the liquid surface from being exposed when half of the flotation is lost 2003 Edition 4.1.3.1.1 An internal metal floating pan,roof,or cover that does not meet this definition or one that uses plastic foam (except for seals)for flotation,even if encapsulated in metalorfiberglass,shall be considered a fixed roof tank. 4.2 Design and Construction of Tanks. 4.2.1 General Requirements.Tanks shal]be permitted to be of any shape,size,or type consistent with recognized engineer- ing standards.Metal tanks shall be welded,riveted and caulked,or bolted,or constructed using a combination of these methods. 4.2.1.1 Tanks designed and intended for aboveground use shall not be used as underground tanks. 4.2.1.2 Tanks designed and intended for underground use shall not be used as aboveground tanks. 4.2.2 Materials of Construction.Tanks shall be designed and built in accordance with recognized engineering standards for the material of construction being used.Tanks shall be of steel or other approved noncombustible material,with the follow- ing limitations and exceptions: (1)The materials of construction for tanks and their appur- tenances shall be compatible with the liquid to be stored. In case of doubt about the properties of the liquid to be stored,the supplier,producer of the liquid,or other com- petent authority shall be consulted. (2)Tanks shall be permitted to be constructed of combus-tible materials when approved by the authority having ju-risdiction.Tanks constructed of combustible materials shall be limited to any of the following: (a)Underground installation (b)Use where required by the properties of the liquid stored (c)Aboveground storage of Class IIIB liquids in areas notexposedtoaspillorleakofClassIorClassIlliquid(d)Storage of Class IIIB liquids inside a building pro- tected by an approved automatic fire-extinguishing system (3)Unlined concrete tanks shall be permitted to be used for storing liquids that have a gravity of 40°API or heavier. Concrete tanks with special linings shall be permitted to be used for other liquids provided they are designed and constructed in accordance with recognized engineering standards. (4)Tanks shail be permitted to have combustible or noncom- busuble linings.The choice of the lining material and its required thickness shall depend on the properties of the liquid to be stored. (5)Special engineering consideration shall be required if the specific gravity of the liquid to be stored exceeds that of water or if the tank is designed to contain liquids at a liquid temperature below -17.8°C (0°F). 4.2.3 Design Standards. 4.2.3.1 Design Standards for Atmospheric Tanks. 4.2.3.1.1 Atmospheric tanks,including those incorporating secondary containment,shall be designed and constructed in accordance with recognized engineering standards or ap- proved equivalents.Aumospheric tanks that meet any of the following standards shall be deemed as meeting the require- ments of 4.2.3.1: TANK STORAGE 30-15 (1)UL 58,Standard for Steel Underground Tanks for Fammable and Combustible Liquids;UL 80,Standard for Steel Inside Tanks for Oil Burner Fuel;UL 142,Standard for Steel Above- ground Tanks for Flammable and Combustible Liquids; UL 2080,Standard for Fire Resistant Tanks for Flammable andCombustibleLiquids;or UL 2085,Standard for Protected Above-ground Tanks for Flammable and Combustible Liquids - (2)API Specification 12B,Bolted Tanks for Storage of Production Liquids;API Specification 12D,Feld Welded Tanks for Stor-age ofProduction Liquids;API Specification 12F,Shop WeldedTanksforStorageofProductionLiquids;or AP}Standard 650, Welded Steel Tanks for Oil Storage (3)UL 1316,Standard for Glass-Fiber Reinforced Plastic Under ground Storage Tanks for Petroleum Products,Alcohols,and Atcohol-Gasoline Mixtures (4)UL 1746,Standard for External Corrosion Protection Systems forSteelUndergroundStorageTanks 4.2.3.1.2 Atmospheric tanks designed and constructed in ac- cordance with Appendix F of API Standard 650,Welded Steel Tanks for Oil Storage,shall be permitted to operate at pressures from atmospheric to a gauge pressure of 6.9 kPa (1.0 psig).All other tanks shall be limited to operation from atmospheric to a gauge pressure of 3.5 kPa (0.5 psig). Exception No.1:Atmospheric tanks that are not designed and con- structed in accordance with Appendix F ofAPI Standard 650,WeldedSteelTanksforOilStorage,shall be permitted to operate at pressuresfromatmospherictoagaugepressureof6.9 kPa (1.0 psig)only if an engineering analysis is performed to determine that the tank can with- stand the elevated pressure. Exception No.2:Horizontal cylindrical and rectangular tanks built according to any of the standards specified in 4.2.3.1.1 shall be per mitted to operate at pressures from atmospheric to a gauge pressure of 6.9 kPa (1.0 psig)and shall be limited to a gauge pressure of 17 kPa (2.5 psig)under emergency venting conditions. 4.2.3.1.3 Low-pressure tanks and pressure vessels shall be permitted to be used as atmospheric tanks. 4.2.3.1.4 Atmospheric tanks shall not be used to store a liquid at a temperature at or above its boiling point. 4.2.3.2 Design Standards for Low-Pressure Tanks. 4.2.3.2.1 Low-pressure tanks shall be designed and con- structed in accordance with recognized engineering standards or approved equivalents.Low-pressure tanks that meet either of the following standards shall be deemed as meeting the requirements of 4.2.3.2: (1)API 620,Recommended Rules for the Design and Construction of Large,Welded,Low-Pressure Storage Tanks (2)ASME Code for Unfired Pressure Vessels,Section VII,Division 1 4.2.3.2.2.Low-pressure tanks shall not be operated above their design pressures. 4.2.3.2.3 Pressure vessels shall be permitted to be used as low-pressure tanks. 4.2.3.3 Design Standards for Pressure Vessels. 4.2.3.3.1 Tanks with storage pressures above 1 bar gauge (15 psig)shall be designed and constructed in accordance with recognized engineering standards or approved equiva-lents.Pressure vessels that meet any of the following standards shall be deemed as meeting the requirements of 4.2.3.3: (1)Fired pressure vessels shall be designed and constructed in accordance with Section I (Power Boilers),or Section VIII, Division 1 or Division 2 (Pressure Vessels),as applicable,of the ASME Boiler and Pressure Vessel Code. (2)Unfired pressure vessels shall be designed and constructed in accordance with Section VIII,Division 1 or Division 2,of the ASME Boiler and Pressure Vessel Code. 4.2.3.3.2*Pressure vessels that do not meet the requirements of 4.2.3.3.1(1)or 4.2.3.3.1(2)shall be permitted to be used provided approval has been obtained from the state or other governmental jurisdiction in which they are to be used. 4.2.3.3.3 Pressure vessels shall not be operated above their design pressures.The norma]operating pressure of the vessel shall not exceed the design pressure of the vessel. 4.2.4 Design of Tank Supports. 4.2.4.1*Supports for tanks shall be designed and constructed in accordance with recognized engineering standards or ap- proved equivalents. 4.2.4.2 Tanks shall be supported in a manner that prevents excessive concentration of loads on the supported portion of the shell. 4.2.4.3 In areas subject to earthquakes,tank supports and connections shall be designed to resist damage as a result of such shocks. 4.2.5 Design of Tank Vents. 4.2.5.1 Normal Venting for Tanks. 4.2.5.1.1 Atmospheric storage tanks shall be adequately vented to prevent the development of vacuum or pressure that can dis- tort the roof of a cone roof tank or that exceeds the design pres- sure of other atmospheric tanks when filling or emptying the tank or because of atmospheric temperature changes. 4.2.5.1.2 Normal vents shall be sized in accordance with either API Standard 2000,Venting Atmospheric and Low-Pressure Storage Tanks,or another accepted standard.Alternatively,the normal vent shall be at least as large as the largest filling or withdrawal connection but in no case shall it be less than 32 mm (1.25 in.) nominal inside diameter. 4.2.5.1.3 Low-pressure tanks and pressure vessels shall be ad- equately vented to prevent the development of pressure or vacuum that exceeds the design pressure of the tank or vessel when filling or emptying the tank or vessel or because of atmo- spheric temperature changes.Means shall also be provided to prevent overpressure from any pump discharging into the tank or vessel when the pump discharge pressure can exceedthedesignpressureofthetankorvessel. 4.2.5.1.4 Ifany tank or pressure vessel has more than one fill or withdrawal connection and simultaneous filling or with- drawal can be made,the vent size shall be based on the maxi- mum anticipated simultaneous flow. 4.2.5.1.5 For tanks equipped with vents that permit pressures to exceed a gauge pressure of 17 kPa (2.5 psig)and for low- pressure tanks and for pressure vessels,the outlet of all vents and vent drains shall be arranged to discharge in a manner that prevents localized overheating of or flame impingement on any part of the tank,if vapors from the vents are ignited. 4.2.5.1.6 Tanks and pressure vessels that store Class IA liquidsshallbeequippedwithventingdevicesthatarenormallyclosed except when venting under pressure or vacuum conditions. 2003 Edition 30-16 FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE 4.2.5.1.7 Tanks and pressure vessels that store Class IB and Class IC liquids shall be equipped with venting devices or with listed flame arrestors.When used,vent devices shall be nor- mally closed except when venting under pressure or vacuum conditions. 4.2.5.1.8 Tanks of 475 m?(126,000 gal or 3000 bbl)capacity or less that store crude petroleum in crude-producing areas and outside aboveground atmospheric tanks of less than 3785 L (1000 gal)capacity that contain other than Class IA liquids shall be permitted to have open vents.(See also [Exception to 4.2.5.2.1.) 4.2.5.1.9*Flame arrestors or venting devices required in 4.2.5.1.6 and 4.2.5.1.7 shall be permitted to be omitted on tanks that store Class IB or Class IC liquids where conditions are such that their use can,in case of obstruction,result in damage to the tank. 4.2.5.2 Emergency Relief Venting for Fire Exposure for Above- ground Tanks. 4.2.5.2.1 Every aboveground storage tank shall have emer- gency relief venting in the form of construction or a device or devices that will relieve excessive internal pressure caused by an exposure fire.This requirement shall also apply to each compartment of a compartmented tank,the interstitial space (annulus)of a secondary containment-type tank,and the en- closed space of tanks ofclosed-top dike construction.This re- quirement shall also apply to spaces or enclosed volumes,such as those intended for insulation,membranes,or weather shields, that can contain liquid because of a leak from the primary vessel and can inhibit venting during fire exposure.The insulation, membrane,or weather shield shal]not interfere with emergency venting. Exception:Tanks storing Class IIB liquids that are larger than45,400 L (45.4 m'or 12,000 gal or 285 bbl)capacity and are not within the diked area or the drainage path of tanks storing Class I or Class I liquids do not need to meet this requirement. 4.2.5.2.2 For vertical tanks,the emergency relief venting con-struction referred to in 4.2.5.2.1 shall be permitted to be a floating roof,a lifter roof,a weak roof-to-shell seam,or an- other approved pressure-relieving construction.If used,a weak roof-to-shell seam shall be constructed to fail preferential to any other seam and shall be designed in accordance with API Stan- dard 650,Welded Steel Tanks for Oil Storage,or UL 142,StandardforSteelAbovegroundTanksforFammableandCombustibleLiquids. 4.2.5.2.3*Where entire dependence for emergency relief vent- ing is placed upon pressure-relieving devices,the total venting capacity of both normal and emergency vents shall be sufficienttopreventruptureoftheshellorbottomofaverticaltankorof the shell or heads of a horizontal tank.If unstable liquids are stored,the effects of heat or gas resulting from polymerization,decomposition,condensation,or self-reactivity shall be taken into account.If two-phase flow is anticipated during emergency venting,an engineering evaluation shall be conducted in order to properly size the pressure-relieving devices.The total emer- gency relief venting capacity of both normal and emergency vent- ing devices shall be not less than that determined in Table4.2.5.2.3.(See Annex B for the square footage of typical tank sizes.) Exception:As provided for in 4.2.5.2.5 and 4.2.5.2.6. (A)The following requirements shall also apply: (1)Emergency relief vent devices shall be vaportight and shall be permitted to be any one of the following: 2003 Edition (a)Self-closing manway cover (b)Manway cover provided with long bolts that permit the cover to lift under internal pressure (c)Additional or larger relicf valve or valves (2)The wetted area of the tank shall be calculated on the basis of 55 percent of the total exposed area ofa sphere orspheroid,75 percent of the total exposed area of a hori- zontal tank,100 percent of the exposed shell and floorareaofarectangulartank,but excluding the top surfaceofthetank,and the first 9 m (30 ft)above grade of the exposed shell area of a vertical tank. Table 4.2.5.2.3 Wetted Area Versus Cubic Feet Free Air per Hour (CFH)(14.7 psia and 60°F (101.3 kPa and 15.6°C)] ft?CFH fe?CFH ft?CFH 20 21,100 |160 168,000 900 493,0003031,600 |180 190,000 1,000 524,0004042,100 |200 211,000 1,200 557,0005052,700 |250 239,000 1,400 587,0006063,200 |300 265,000 1,600 614,0007073,700 |350 288,000 1,800 639,0008084,200 |400 312,000 2,000 662,0009094,800 |500 354,000 2,400 704,000100 =105,000 |600 392,000 2,800 742,000120126,000 |700 428,000 and over 140 =-:147,000 |800 462,000 Notes: (1)For SI units,10 ft?=0.93 m?;36 ft?=1.0 m>. (2)Interpolation should be used for intermediate values not specified in the table. 4.2.5.2.4*The total emergency relief venting capacity for tanks and storage vessels designed to operate at pressures above a gauge pressure of 6.9 kPa (1.0 psig)shall be not less than that determined in Table 4.2.5.2.3. Exception:When the exposed wetted area of the tank is greater than260m?(2800 ft”),the total emergency relief venting capacity shall be not less than that determined in Table 4.2.5.2.4 or shall be not less than that calculated by the followingformula: CFH =1107(A)?” where: CFH *venting capacity requirement (ft offree air per hour) A =exposed wetted surface (ft”) 4.2.5.2.5 The total emergency relief venting capacity for any specific stable liquid shall be permitted to be determined by the following formula: .1337OPNTM where: v =ft of free air per hour (CFH)value from Table 4.2.5.2.3 L =latent heat of vaporization of specific liquid (Btu/lb) M =molecular weight of specific liquids TANK STORAGE 30-17 Table 4.2.5.2.4 Wetted Area over 2800 ft?(260 m?)and Pressures over |psig (gauge pressure of 6.9 kPa) ft?CFH ft?CFH 2,800 742,000 9,000 1,930,000 3,000 786,000 10,000 2,110,000 3,500 892,000 15,000 2,940,000 4,000 995,000 20,000 3,720,000 4,500 1,100,000 25,000 4,470,000 5,000 1,250,000 30,000 5,190,000 6,000 1,390,000 35,000 5,900,000 7,000 1,570,000 40,000 6,570,000 8,000 1,760,000 Note:For SI units,10 ft?=0.93 m?;36 ft?=1.0 m>. 4.2.5.2.6*For tanks containing stable liquids,the required emergency relief venting capacity determined by 4.2.5.2.3, 4.2,5.2.4,or 4.2.5.2.5 shall be permitted to be multiplied by one of the following reduction factors when protection is pro- vided as indicated.Only one of the following factors shall be used for any onc tank: (1)A reduction factor of 0.5 shall be allowed for tanks with wetted area greater than 19 m?(200 ft?)that are provided with drainage that meets the requirements of 4.3.2.3.1. (2)A reduction factor of 0.3 shall be allowed for tanks that are protected with a water spray system that meets the requirements of NFPA 15,Standard for Water Spray Fixed Systems for Fire Protection,and that are provided with drain- age that meets the requirements of 4.3.2.3.1. (3)Areduction factor of 0.3 shall be allowed for tanks that are protected with an automatically actuated water spray system that meets the requirements of NFPA 15,Standard for Water Spray Fixed Systems for Fire Protection. (4)Areduction factor of 0.3 shall be allowed for tanks protected with insulation that meets the requirements of 4.2.5.2.7. (5)A reduction factor of 0.15 shall be allowed for tanks that are protected with a water spray system that meets the requirements of NFPA 15,Standard for Water Spray Fixed Systems for Fire Protection,and tanks that have insulation that meets the requirements of 4.2.5.2.7. Exception No.1:Where water-miscible liquids whose heats of combus- tion and rates of burning are equal to or less than those ofethyl alcohol (ethanol)are stored,processed,or handled and where there ts no poten- tial fore exposure from liquids other than these liquids,the emergency relief venting capacity shall be permitted lo be reduced by an additional 50 percent.Drainage shall not be required to obtain this reduction.Innocaseshallthefactorsin4.2.5.2.6(1)through 4.2.5.2.6(5)be re- duced to less than 0.15. Exception No.2:Where liquids that are not water-miscible and whoseheatsofcombustionandratesofburningareequaltoorlessthanthoseofethylalcohol(ethanol)are stored,processed,or handled and where there is no potential fire exposure from liquids other than these liquids, the emergency relief venting capacity determined by 4.2.5.2.6(1)or 4.2.5.2.6(3)shall be permitted to be reduced by an additional 50 per- cent.No further reduction shall be allowed for protection by means of water spray.Drainage shall not be required to obtain this reduction.Innocaseshallthefactorsin4,2.5.2.6(1)through 4.2.5.2.6(5)be re- duced to less than 0.15. 4.2.5.2.7 Insulation for which credit is taken in 4.2.5.2.6 shall meet the following performance criteria: (1)The insulation shall remain in place under fire exposure conditions. (2)The insulation shall withstand dislodgment when sub- jected to hose stream impingement during fire exposure. Exception:This requirement shall not apply where use of solid hose streams is not contemplated or would not be practical. (3)The insulation shall maintain a maximum conductance value of 4.0 Btu per hr per ft?per degree Fahrenheit(Bu/hr/ft?/°F)when the outer insulation jacket or cover is ata temperature of 904°C (1660°F)and when the mean temperature of the insulation is 538°C (1000°F). 4.2.5.2.8 The outlets of all vents and vent drains on tanks equipped with emergency relief venting that permits pres- sures to exceed a gauge pressure of 17 kPa (2.5 psig)shall be arranged to discharge so that localized overheating of or flame impingement on any part of the tank will not occur if vapors from the vents are ignited. 4.2.5.2.9 Each commercial tank venting device shall have stamped on it the start-to-open pressure,the pressure at which the valve reaches the full open position,and the flow capacity at the latter pressure.If the start-to-open pressure is less than a gauge pressure of 17 kPa (2.5 psig)and the pressure at the full open position is greater than a gauge pressure of 17 kPa (2.5 psig),the flow capacity at a gauge pressure of 17 kPa (2.5 psig)shall also be stamped on the venting device.The flow capacity shall be expressed in cubic feet per hour of air at 15.6°C (60°F)and 1 bar (14.7 psia or 760 mm Hg). 4.2.5.2.9.1 The flow capacity of tank venting devices less than 200 mm (8 in.)in nominal pipe size shall be determined by actual test.These tests shall be permitted to be conducted by a qualified,impartial outside agency or by the manufacturer if certified by a qualified,impartial observer. 4.2.5.2.9.2*The flow capacity of tank venting devices equal to or greater than 200 mm (8 in.)nominal pipe size,including manway covers with long bolts,shall be determined by test or by calculation.If determined by calculation,the opening pres- sure shall be measured by test,the calculation shall be basedonaflowcoefficientof0.5 applied to the rated orifice,theratingpressureandcorrespondingfreeorificeareashallbe stated,and the word calculated shall appear on the nameplate. 4,2.5.2.10*Extension of Emergency Vent Piping.Piping to or from approved emergency vent devices for atmospheric and low-pressure tanks shall be sized to provide emergency vent flows that limit the back pressure to less than the maximum pressure permitted by the design of the tank.Piping to or from approved emergency vent devices for pressure vessels shall be sized in accordance with the ASME Boiler and Pressure Vessel Code. 4.2.5.3*Normal Venting for Underground Storage Tanks. Tank venting systems shall be provided with sufficient capacitytopreventblowbackofvapororliquidatthefillopeningwhilethetankisbeingfilled.Vent pipes shall be sized in accordance with Table 4.2.5.3,but shall not be less than 32 mm (1.25 in.) nominal inside diameter.Where tank venting devices are in- stalled in vent lines,their flow capacities shall be determined in accordance with 4.2.5.2.9, 4.2.5.4 Vent Piping.Piping for normal and emergency relief venting shall be designed in accordance with Chapter 5. 2003 Edition 30-18 FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE Table 4.2.5.3 Vent Line Diameters in Inches Maximum Pipe Length' Flow (gpm)50 ft 100 ft 200 ft 100 1%1%1% 200 1%1%1% 300 1%1%1% 400 1%1%2 500 1%1%2 600 1%2 2 700 2 2 2 800 2 2 3 900 2 2 3 1000 2 2 3 Note:For SI units,1 in.=25 mm;1 ft =0.3 m;1 gal =3.8 L. Vent lines stated length pipe plus 7 ells. 4.2.6*Design of Storage Tank System Corrosion Protection. Metal used to fabricate the tank shall be thick enough to com- pensate for internal corrosion expected during the design life of the tank or other approved means of corrosion protection shall be provided. 4.2.6.1 External Corrosion Protection for Underground Tanks. 4.2.6.1.1 Underground tanks and their piping shall be pro- tected by either of the following: (1)*A properly engineered,installed,and maintained ca- thodic protection system in accordance with recognized engineering standards of design (2)*Approved or listed corrosion-resistant materials or systems 4.2.6.1.2*Selection of the type of protection to be employed shall be based upon the corrosion history of the area and the judgment of a qualified engineer.The authority having jurisdic- tion shall be permitted to waive the requirements for corrosion protection where evidence is provided that such protection is not necessary. 4.2.6.2 Internal Corrosion Protection for All Tanks.Where tanks are not designed in accordance with 4.2.6,or with stan- dards of the American Petroleum Institute,American Society of Mechanical Engineers,or the Underwriters Laboratories Inc.or if corrosion is anticipated beyond that provided for in the design formulas or standards used,additional metal thick- ness or suitable protective coatings or linings shall be provided to compensate for the corrosion loss expected during the de- sign life of the tank. 4.2.7 Vaults for Aboveground Tanks. 4.2.7.1 Scope.Subsection 4.2.7 shall apply to installation of aboveground tanks in vaults and design and installation of such vaults. 4.2.7.2 General.Aboveground tanks shall be permitted to be installed in vaults that meet the requirements of 4.2.7,Except as modified by the provisions of 4.2.7,vaults shall meet all other applicable provisions of this code.Vaults shall be con- structed and listed in accordance with UL 2245,Standard forBelow-Grade Vaults forFlammable Liquid Storage Tanks.Vaults shallbepermittedtabeeitheraboveorbelowgrade. 4.2.7.3 Vault Design and Construction.Vaults shall be de- signed and constructed to meet the following requirements: 2003 Edition (1)The walls and floor of the vault shall be constructed of reinforced concrete at least 150 mm (6 in.)thick. (2)The top of an abovegrade vault that contains a tank stor- ing Class I flammable liquid or Class IE liquid whenstoredattemperaturesaboveitsflashpointshallbecon- structed of noncombustible material and shall be de- signed to be weaker than the walls of the vault to ensure that the thrust of any explosion occurring inside the vault is directed upward before destructive internal pres- sure develops within the vault.The top of an at-grade or belowgrade vault that contains a tank storing Class I flammable liquid or Class I]liquid when stored at tem- peratures above their flash points shall be designed to relieve or contain the force of any explosion occurring inside the vault. The top and floor of the vault and the tank foundation shall be designed to withstand all anticipated loading,in-cluding loading from vehicular traffic,where applicable,(4)The walls and floor of a belowgrade vault shall be de- signed to withstand anticipated soil and hydrostatic load- ing.The vault shall be liquidtight. (5)Adjacent vaults shall be permitted to share a common wall. (6)The vault enclosure shall have no openings except those necessary for access to,inspection of,and filling,empty- ing,and venting of the tank. (7)Where required,the vault shall be designed to be wind and earthquake resistant,in accordance with recognized engineering standards. (8)The vault shall be provided with connections to permitventilationtodilute,disperse,and remove any vapors prior to personnel entering the vault. (9)The vault shall be provided with a means for personnel entry. The vault shall be provided with an approved means to admit a fire suppression agent. 4.2.7.4 Tank Selection and Arrangement.Tanks shall be listed for aboveground use.Each tank shall be in its own vault and shall be completely enclosed by the vault.Sufficient clearance between the tank and the vault shall be provided to allow for visual inspection and maintenance of the tank and its appur- tenances.Backfill shall not be permitted around the tank. 4.2.7.5 Tank Appurtenances. (3) (10) 4.2.7.5.1 Vent pipes that are provided for normal tank vent- ing shall terminate outside the vault and at least 3.6 m (12 ft) above ground level and shall meet the requirements of 5.7.1. 4.2.7.5.2 Emergency vents shall be vaportight and shall be permitted to discharge inside the vault.Long-bolt manhole covers shall not be permitted for this purpose. 4.2.7.5.3.An approved means of overfill protection shall be provided for the tanks in the vaults.The use of ball float valves shall be prohibited. 4.2.7.5.4 Fill connections for vaults installed inside buildings shail comply with 4.3.2.5.5. 4.2.7.6 Exhaust Ventilation Systems.Vaults that contain tanks storing Class I liquids shall be ventilated at a rate of not lessthan0.3 m°/min per m?of floor area (1 cim/ft),but not lessthan4m?/min (150 cfm).Such ventilation shall operate con- tinuously or shall be designed to operate upon activation of a vapor and liquid detection system.Failure of the exhaust air- flow shall automatically shut down the dispensing system.The TANK STORAGE 39-19 exhaust system shall be designed to provide air movement across all parts of the vault floor.Supply and exhaust ducts shail extend to within 75 mm (3 in.),but not more than 300 mm (12 in.),of the floor.The exhaust system shall be installed in accordance with the provisions of NFPA 91,Stan-dard for Exhaust Systems for Air Conveying of Vapors,Gases,Mists,and Noncombustible Particulate Solids. 4.2.7.7 Vapor and Liquid Detection Systems. 4.2.7.7.1 |The vault shall be provided with an approved vaporandliquiddetectionsystemandequippedwithon-site audible and visual warning devices with battery back-up. 4.2.7.7.2 Vapor detection systems shall sound an alarm when the system detects vapors that reach or exceed 25 percent ofthelowerflammablelimitoftheliquidstored.Vapor detectorsshallbelocatednohigherthan300mm(12 in.)above the lowest point in the vault. 4.2.7.7.3 Liquid detection systems shall sound an alarm upondetectionofanyliquid,including water.Liquid detectors shall belocatedinaccordancewiththemanufacturer's instructions. 4.2.7.7.4 Activation of either the vapor detection system or the liquid detection system shall cause a signal to be sounded at an approved,constantly attended location within the facility serving the tanks or at an approved location. 4.2.7.8 Vault Installation.The vault shall be installed in accor- dance with the following requirements: (1)Each vault and its tank shall be anchored to resist uplift- ing by groundwater or flooding,including when the tank is empty. (2)Vaults that are not resistant to damage from the impact of a motor vehicle shall be protected by collision barriers. (3)Dispensing devices shall be permitted to be installed on the tops of vaults. (4)Means shall be provided to recover liquid from the vault. If a pump is used to meet this requirement,the pump shall not be permanently installed in the vault.Electric- powered portable pumps shall be approved for use in Class J,Division 1 locations,as defined in NFPA 70,Na- tional Electrical Code. (5)At each entry point,a warning sign indicating the need for procedures for safe entry into confined spaces shall be posted.Each entry point shall be secured against unau- thorized entry and vandalism. 4.2.7.9 In lieu of the separation distance requirements given in 4.3.2.1.1,separation distances between the vault and any of the following shall be permitted to be reduced to 0 ft (0 m),as measured from the outer perimeter of the vault wall: (1)Any property line that is or can be built upon(2)The near and far sides ofa public way(3)The nearest important building on the same property 4.2.7.10 Vaults and their required equipment shall be main- tained in accordance with the construction requirements of 4.2.7, 4.2.8 Fire-Resistant Tanks.(Reserved) 4.2.9 Protected Tanks.Protected tanks shall be listed and shall be tested in accordance with UL 2085,Standard for Protected Above-ground Tanks for Flammable and Combustible Liquids.Protected tanks shall also meet both of the following requirements: (1)The construction that provides the required fire-resistive protection shall reduce the heat transferred to the primary tank and shall prevent release of liquid,failure of the pri- mary tank,failure of the supporting structure,and impair ment of venting for a period of not less than 2 hours when tested using the fire exposure specified in UL 2085. (2)The size of the emergency vent shall not be permitted to be reduced,as would otherwise be permitted by 4.2.5.2.6. 4.3 Installation of Tanks and Tank Appurtenances. 4.3.1 Foundations for and Anchoring of Tanks. 4.3.1.1*Tanks shall rest on the ground or on foundations made of concrete,masonry,piling,or steel.Tank foundations shall be designed to minimize the possibility of uneven settling of the tank and to minimize corrosion in any part of the tank resting on the foundation. 4.3.1.2 Where tanks are supported above their foundations, tank supports shall be installed on firm foundations.Supports for tanks storing Class I,Class II,or Class HIA liquids shall be of concrete,masonry,or protected steel. Exception:Single wood timber supports (not cribbing),laid horizon- tally,shall be permitted to be used for outside aboveground tanks if not more than 0.3 m (12 in.)high at their lowest point. 4.3.1.3*Steel support structures or exposed piling for tanks stor- ing Class I,Class Il,or Class IIA liquids shall be protected bymaterialshavingafireresistanceratingofnotlessthan2hours. Exception No.1:Steel saddles do not need to be protected if less than 0.3 m (12 in.)high at their lowest point. Exception No.2:At the discretion of the authority having jurisdic- lion,water spray protection in accordance with NFPA 15,Standard for Water Spray Fixed Systems for Fire Protection,or NFPA 13,Stan- dard for the Installation of Sprinkler Systems,or equivalent shall be permitted to be used. 4.3.1.4 Wherea tank is located in an area subject to flooding,provisions shall be taken to prevent tanks,either full or empty,from floating during a rise in water level up to the establishedmaximumfloodstage. 4.3.2*Installation of Aboveground Tanks. 4.3.2.1 Location with Respect to Property Lines,Public Ways, and Important Buildings on the Same Property. 4.3.2.1.1 |Tanks storing Class I,Class II,or Class IIIA stableliquidsandoperatingatpressuresnotinexcessofagaugepressureof17kPa(2.5 psig)shall be located in accordance with Table 4.3.2.1.1(a)and Table 4.3.2.1.1(b).Where tank spacing is based on a weak roof-to-shell seam design,the user shall present evidence certifying such construction to the au-thority having jurisdiction upon request. Exception:Vertical tanks with weak roof-to-shell seams (see 4.2.5.2.2) that store Class IIIA liquids shall be permitted to be located at one-half the distances specified in Table 4.3.2.1.1(a),provided the tanks are not within the same diked area as,or within the drainage path of,atankstoringaClassIorClassLUliquid. 4.3.2.1.2 Tanks storing Class I,Class II,or Class IIIA stable liquids and operating at pressures that exceed a gauge pres-sure of 17 kPa (gauge pressure)(2.5 psig),or are equipped with emergency venting that will permit pressures to exceed a gauge pressure of 17 kPa (2.5 psig),shall be located in accor- dance with Table 4.3.2.1.2 and Table 4.3.2.1.1(b). 2003 Edition 30-20 FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE Table 4.3.2.1.1(a)Stable Liquids [Operating Pressure:Not over gauge pressure of 17 kPa (2.5 psig)} Minimum Distance (ft) From Property Line that Is orCan From Nearest Side of Any Public Type of Tank Protection Be Built Upon,Including theOppositeSideofaPublicWay'Way or from Nearest ImportantBuildingontheSameProperty' Floating roof Protection for exposures”¥%x diameter of tank Y%x diameter of tank None Diameter of tank but need not exceed 175 ft Y x diameter of tank Vertical with weak roof-to-shell seam Approved foam or inertingsystem®on tanks not exceeding150ftindiameter* %x diameter of tank Ye x diameter of tank Protection for exposures”Diameter of tank Y%x diameter of tank None 2 x diameter of tank but need not exceed 350 ft %x diamcter of tank Horizontal and vertical tanks with emergency relief venting tolimitpressuresto2.5 psig (gauge pressure of 17 kPa) Approved inerting system”on the tank or approved foam system on vertical tanks %x Table 4.3.2.1.1(b)value %x Table 4.3.2.1.1(b)valuc Protection for exposures?Table 4,3.2.1.1(b)value Table 4.3.2.1.1(b)value None 2 Table 4.3.2.1.1(b)value Table 4.3.2.1.1(b)value Protected aboveground tank None 'x Table 4.3.2.1.1(b)value %x Table 4.3.2.1.3(b)value Note:For SE units,1 {t=0.3 m. !The minimum distance shall not be less than 5 ft. *See definition 3.3.35,Protection for Exposures. 5See NFPA 69,Standard on Explosion Prevention Systems. "For tanks over 45 m (150 ft)in diameter,use "Protection for Exposures”or "None,”as applicable. Table 4.3.2.1.1(b)Reference Table for Use in Tables 4.3.2.1.1(a),4.3.2.1.2,and 4.3.2.1.4 Minimum Distance (ft) From Property Line that Is or Can From Nearest Side of Any Public Tank Be Built Upon,Including the Way or from Nearest Important Capacity (gal)Opposite Side of a Public Way Building on the Same Property 275 or less 5 5 276 to 750 10 5 751 co 12,000 15 5 12,001 to 30,000 20 5 30,001 to 50,000 30 10 50,001 to 100,000 50 15 100,001 to 500,000 80 25 500,001 to 1,000,000 100 35 1,000,001 to 2,000,000 135 45 2,000,001 to 3,000,000 165 55 3,000,001 or more 175 60 Note:For SI units,|ft =0.3 m;1 gal =3.8 L. Table 4.3.2.1.2 Stable Liquids [Operating Pressure:Greater than gauge pressure of 17 kPa (2.5 psig)} Minimum Distance (ft) From Property Line that Is or Can Type of Tank Protection Be Built Upon,Including the Opposite Side of a Public Way From Nearest Side of Any Public Way or from Nearest Important Building on the Same Property Protection for exposures*Any type 1%x Table 4.3.2.1.1(b)value but shall not be Icss than 25 ft 1%x Table 4.3.2.1.1(b)value but shall not be less than 25 ft None 3 x Table 4.3.2.1.1(b)value but shall not be less than 50 ft 1%x Table 4.3.2.1.1(b)value but shall not be Jess than 25 ft Note:For SI units,1 ft =0.3 m. 1See definition 3.3.35,Protection for Exposures. 2003 Edition TANK STORAGE 30-21 4.3.2.1.3 Tanks storing liquids with boil-over characteristics shall be located in accordance with Table 4.3.2.1.3.Liquids with boil-over characteristics shall not be stored in fixed roof tanks larger than 45 m (150 ft)in diameter,unless an ap- proved inerting system is provided on the tank. 4.3.2.1.4 Tanks storing unstable liquids shall be located in accordance with Table 4.3.2.1.4 and Table 4.3.2.1.1(b). Table 4.3.2.1.3 Boil-Over Liquids 4.3.2.1.5 Tanks storing Class IIIB stable liquids shall be lo- cated in accordance with Table 4.3.2.1.5. Exceplion:If located within the same diked area as,or within the drainage path of,a tank storing a Class I or Class I liquid,the tank storing Class IIIB liquid shall be located in accordance with 4.3.2.1.1. Type of Tank Protection Minimum Distance (ft) From Property Line that Is or Can Be Built Upon,Including the Opposite SideofaPublicWay! From Nearest Side of Any Public Way or from Nearest Important Building on theSameProperty! Floating roof {see Table 4.3.2.1.1(a)]}Protection for exposures”Y%x diameter of tank ¥%x diameter of tank None Diameter of tank ¥x diameter of tank Fixed roof Approved foam or inertingsystem? Diameter of tank Y x diameter of tank Protection for exposures”2x diameter of tank %x diameter of tank None 4x diameter of tank but need not exceed 350 ft %x diameter of tank Note:For SI units,1 ft=0.3 m. 'The minimum distance shall not be less than 5 ft. See definition 3.3.35,Protection for Exposures. 5See NFPA 69,Standard on Explosion Prevention Systems. Table 4.3.2.1.4 Unstable Liquids Type of Tank Protection Minimum Distance (ft) From Property Line that Is or Can Be Built Upon,Including the Opposite Side of a Public Way From Nearest Side of Any Public Way or from Nearest Important Building on the Same Property Horizontal and vertical tanks with emergency relief venting to permit pressure not in excess of a gauge pressure of 17 kPa (2.5 psig) Tank protected with any one of the following:approved waterspray,approved inerting,' approved insulation and refrigeration,approved barricade Table 4.3.2.1.1(b)value but not less than 25 ft Not less than 25 ft Protection for exposures”2%x Table 4.3.2.1.1(b)value but not Jess than 50 ft Not less than 50 ft None 5 x Table 4.3.2.1.1(b)value but not less than 100 ft Not less than 100 ft Tank protected with any one of the following:approved waterspray,approved inerting,' approved insulation and refrigeration,approved barricade Horizontal and vertical tanks with emergency relief venting to permit pressure over a gauge pressure of 17 kPa (2.5 psig) 2 x Table 4.3.2.1.1(b)value but not less than 50 fit Not less than 50 ft ,2Protectionforexposures*4x Table 4.3.2.1.1(b)value but not less than 100 ft Not less than 100 ft None 8 x Table 4.3.2.1.1(b)value but not less than 150 ft Not less than 150 ft Note:For SI units,1 ft =0.3 m. 'See NFPA 69,Standard on Explosion Prevention Systems. 2See definition 3.3.35,Protection for Exposures. 2003 Edition 30 22 FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE Table 4.3.2.1.5 Class DIB Liquids Minimum Distance (ft) From Property From Nearest Side Line that Is or Can of Any Public Way Be Built Upon,or from Nearest Including the ImportantTankOppositeSideofa_Building on theCapacity(gal)Public Way Same Property 12,000 or less 5 5 12,001 to 30,000 10 5 30,001 to 50,000 10 10 50,001 to 100,000 15 10 100,001 or more 15 15 Note:For SI units,1 ft =0.3 m;I gal =3.8 L. 4.3.2.1.6 Where two tank properties of diverse ownership have a common boundary,the authority having jurisdiction shall be permitted,with the written consent of the owners of the two properties,to substitute the distances provided in 4.3.2.2 for the minimum distances set forth in 4.3.2.1. 4.3.2.1.7 Where end failure of a horizontal pressure tank or vessel can expose property,the tank or vessel shall be placed with its longitudinal axis parallel to the nearest im- portant exposure. 4.3.2.2 Shell-to-Shell Spacing Between Any Two Adjacent Aboveground Tanks. 4.3.2.2.1 Tanks storing Class I,Class II,or Class III stable liquids shall be separated by the distances given in Table 4.3.2.2.1. Exception No.1:Tanks storing crude petroleum that have individualcapacitiesnotexceeding480m'(126,000 gal or 3000 bbl)and that are located at production facilities in isolated locations do not need to be separated by more than 0.9 m (3 ft). Exception No.2:Tanks used only for storing Class IIIB liquids need not be separated by more than 0.9 m (3ft)provided they are not withinthesamedikedareaas,or within the drainage path of,a tank storing 4.3.2.2.2 A tank storing unstable liquid shall be separatedfromanyothertankcontainingeitheranunstableliquidoraClassI,II,or IT]liquid by a distance not less than one-half the sum of their diameters. 4.3.2.2.3 Where tanks are in a diked area containing Class I or Class II liquids or in the drainage path of Class I or Class II liquids and are compacted in three or more rows or in an irregular pat- tern,greater spacing or other means shall be permitted to berequiredbytheauthorityhavingjurisdictiontomaketanksinthe interior of the pattern accessible for fire-fighting purposes. 4.3.2.2.4 The minimum horizontal separation between anLP-Gas container and a Class I,Class II,or Class IIIA liquidstoragetankshallbe6m(20 ft).Suitable measures shall be taken to prevent the accumulation of Class I,Class II,or Class TIA liquids under adjacent LP-Gas containers such as by dikes,diversion curbs,or grading.Where flammable or combustible liquid storage tanks are within a diked area, the LP-Gas containers shall be outside the diked area and at least 3 m (10 ft)away from the centerline of the wall of the diked area. Exception No.1:If a tank storing a Class I,Class I,or Class IIIA liquid operates at pressures exceeding a gauge pressure of 17 kPa (2.5 psig)or is equipped with emergency relief venting that will permit pressures to exceed a gauge pressure of 17 kPa (2.5 psig),it shall be sepa-rated from an LP-Gas container by the distance given in 4.3.2.2.1. Exception No.2:The requirements of 4.3.2.2.4 shall not apply where LP-Gas containers of 475 L (125 gal)or less capacity are installed adjacent to fuel oil supply tanks of 2500 L (660 gal )or less capacity, 4.3.2.3 Control of Spills from Aboveground Tanks.Every tank that contains a Class I,Class I,or Class IMA liquid shall be provided with means to prevent an accidental release of liquid from endan- gering important facilities and adjoining property or from reaching waterways.Such means shall meet the requirements of 4.3.2.3.1, 4.3.2.3.2,or 4.3.2.3.3,whichever is applicable. 4.3.2.3.1 Remote Impounding.Where control of spillage is by means of drainage to a remote impounding area,so that im- pounded liquid will not be held against tanks,such systems shall comply with the following: (1)Aslope of not less than ]percent away from the tank shall be provided for at least 15 m (50 ft)toward the impound- a Class I or Class H liquid.ing area. Table 4.3.2.2.1 Minimum Tank Spacing (Shell-to-Shell) Fixed or Horizontal Tanks Tank Diameter Floating Roof Tanks Class I or Il Liquids Class ITA Liquids All tanks not over 45 m (150 ft)in 1%x sum of adjacent tank %x sum of adjacent tank ¥x sum of adjacent tankdiameterdiametersbutnotlessthandiametersbutnotlessthandiametersbutnotlessthan 0.9 m (3 ft)0.9 m (3 ft)0.9 m (3 fd) Tanks larger than 45 m (150 ft)in diameter: If remote impounding is provided in accordance with 4.3.2.3.1 Ys x sum of adjacent tank diameters If diking is provided in accordance with 4.3.2.3.2 Yq x sum of adjacent tank diameters Y x sum ofadjacent tankdiameters Ye x sum of adjacent tank diameters ¥%x sum of adjacent tank diameters Y%x sum ofadjacent tankdiameters 2003 Edition TANK STORAGE 30-23 (2)The impounding area shall have a capacity not less than that of the largest tank that can drain into it. Exception:Where this is not possible because there is not enough open area around the tanks or is impractical,"partial”remote impounding Jor some percentage of the required capacity remote from any tank or adjoining property shall be permitted to be provided.The required vol- ume exceeding the capacity of the partial remote impoundment shall be provided for by diking meeting the requirements of 4.3.2.3.2. (3)The route of the drainage system shall be so located that, if the liquid in the drainage system is ignited,the fire will not seriously expose tanks or adjoining property. (4)The confines of the impounding area shall be located so that,when filled to capacity,the liquid level will not be closer than 15 m (50 ft)from any property line that is or can be built upon or from any tank.Where partial remote impounding is used,the liquid level in the partial im- pounding shall meet the requirements of 4.3.2.3.1.The excess volume shall meet the requirements of impound- ing by diking as provided or as in 4.3.2.3.2,.Tank spacing shall be determined based on the diked tank provisions of Table 4.3.2.2.1. 4.3.2,3.2 Impounding Around Tanks by Diking.Where protec- tion of adjoining property or waterways is by means of impound- ing by diking around the tanks,such systems shall comply with 4.3.2.3.2(A)through 4.3.2.3.2(H). (A)Aslope of not less than ]percent away from the tank shall be provided for at least 15 m (50 ft)or to the dike base,which- ever is Jess. (B)*The volumetric capacity of the diked area shall not be less than the greatest amount of liquid that can be released fromthelargesttankwithinthedikedarea,assuminga full tank.Toallowforvolumeoccupiedbytanks,the capacity of the diked area enclosing more than one tank shall be calculated after deducting the volume of the tanks,other than the largest tank, below the height of the dike. (C)To permit access,the outside base of the dike at ground level shall be no closer than 3 m (10 ft)to any property line that is or can be built upon. (D)*Walls of the diked area shall be of earth,steel,concrete,or solid masonry designed to be liquidtight and to withstanda fullhydrostatichead.Earthen walls 0.9 m (3 ft)or more in heightshallhaveaflatsectionatthetopnotlessthan0.6 m (2 ft)wide.The slope of an earthen wall shall be consistent with the angle of repose of the material of which the wall is constructed. (E)The walls of the diked area shall be restricted to an aver- age interior height of 1.8 m (6 ft)above interior grade. Exception:Dikes shall be permitted to exceed this height where provi- sions are made for normal access,necessary emergency uccess to tanks, values,and other equipment,and safe egress from the diked enclosure, and where the following requirements ave met: (1)Where the average height of the dike containing Class I liquids is over 3.6 m (12 fi)high,measured from interior grade,or where the distance between any tank and the top inside edge of the dike wall is less than the height of the dike wall,provisions shall be madefor normal operation of valves andfor access to tank roof(s) without entering below the top of the dike.These provisions shall be permitted to be met through the use of remote-operated valves,elevated walkways,or similar arrangements, (2)Piping passing through dike walls shall be designed to prevent excessive stresses as a result of settlement orfire exposure. (3)The minimum distance between tanks and toe of the interior dike walls shall be 1.5 m (3 ft). (F)Each diked area containing two or more tanks shall be subdivided,preferably by drainage channels or at least by in- termediate dikes,in order to prevent spills from endangering adjacent tanks within the diked area as follows: (1)Where storing normally stable liquids in vertical cone roof tanks constructed with weak roof-to-shell seams or in floating roof tanks,or when storing crude petroleum in producing areas in any type of tank,one subdivisionshallbeprovidedforeachtankgreaterthan1590m3 (420,000 gal or 10,000 bbl)capacity.In addition,one subdivision shall be provided for each group of tanks{no individual tank exceeding 1590 m*(420,000 gal or10,000 bbl)capacity]having an aggregate capacity notgreaterthan2385m?®(630,000 gal or 15,000 bbl). (2)Where storing normally stable liquidsin tanks not coveredin4.3.2.3.2(F)(1),one subdivision shall be provided foreachtankgreaterthan380m?(100,000 gal or 2380 bbl) capacity.In addition,one subdivision shall be provided foreachgroupoftanks[no individual tank exceeding 380 m?(100,000 gal or 2380 bbl)capacity]having an aggregate ca-pacity not greater than 570 m®(150,000 gal or 3570 bbl).(3)*Where storing unstable liquidsin any type of tank,one subdivision shall be provided for each tank. Exception:Tanks installed with drainage meeting the requirements of NFPA 15,Standard for Water Spray Fixed Systems for Fire Protection, need not meet this requirement. (4)Whenever two or more tanks storing Class I liquids,any one of which is over 45 m (150 ft)in diameter,are located in acommon diked area,intermediate dikes shall be pro- vided between adjacent tanks to hold at least 10 percentofthecapacityofthetanksoenclosed,not including thevolumedisplacedbythetank. (5)The drainage channels or intermediate dikes shall be lo- cated between tanks so as to take full advantage of the available space with due regard for the individual tank capacities.Intermediate dikes,where used,shall be not less than 450 mm (18 in.)in height. (G)Where provision is made for draining water from diked areas,such drains shall be controlled to prevent liquids from entering natural water courses,public sewers,or public drains. Control of drainage shall be accessible under fire conditions from outside the dike. (H)Storage of combustible materials,empty or full drums,or barrels,shall not be permitted within the diked area. 4.3.2.3.3 Secondary Containment Tanks.Where a secondary containment tank is used to provide spill control,the tank shall meet all of the following requirements: (1)The capacity of the tank shall not exceed 45,400 L (45.4 m3 or 12,000 gal). (2)All piping connections to the tank shall be made above the normal maximum liquid level. (3)Means shall be provided to prevent the release of liquid from the tank by siphon flow. (4)Means shall be provided for determining the level of liq-uid in the tank.This means shall be accessible to the de- livery operator. 2003 Edition 30-24 FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE (5)Means shall be provided to prevent overfilling by sound- ing an alarm when the liquid level in the tank reaches 90 percent of capacity and by automatically stopping de- livery of liquid to the tank when the liquid level in the tank reaches 95 percent of capacity.In no case shall these provisions restrict or interfere with the proper function- ing of the normal vent or the emergency vent. (6)Spacing between adjacent tanks shall be not less than 0.9 m (3 ft). (7)The tank shall be capable of resisting the damage from the impact of a motor vehicle or suitable collision barriers shall be provided. (8)Where the means of secondary containment is enclosed, it shall be provided with emergency venting in accor- dance with 4.2.5.2. (9)Means shall be provided to establish the integrity of the secondary containment,in accordance with 4.4.2.3 and 4.4.2.4,The secondary containment shall be designed to withstand the hydrostatic head resulting from a leak from the primary tank of the maximum amount of liquid that can be stored in the primary tank. 4.3.2.3.4 Equipment,Piping,and Fire Protection Systems in Remote Impoundment Areas or Diked Areas. 4.3.2.3.4.1*Piping Location.Only piping for product,utility, or fire protection purposes directly connected to a tank or tanks within a single diked area shall be routed through a diked area,a remote impoundment area,a spillway draining to a remote impoundment area,or above a storage tank drain-age area where the piping can be exposed to a fire. Exception:Piping for other product lines and from adjacent tanks shall be permitted to be routed through such areas if engineering de- signs are provided to incorporate features to prevent the piping from creating an exposure hazard. 4.3.2.3.4.2 Drainage.Drainage shall be arranged to prevent accumulation of any liquid under the piping by sloping the grade in accordance with 4.3.2.3.2.Corrosion-resistant piping and piping that is protected against corrosion shall be permit- ted to be buried where such drainage is not provided or is not practical. 4.3.2.3.4.3*Equipment Location.If located in a remote im- poundment area,a diked area,or a spillway draining to a remote impoundment area,process equipment,pumps,in-strumentation,and electrical utilization equipment shall be located or protected so that a fire involving such equipment does not constitute an exposure hazard to the tank or tanks in the same area for a period of time consistent with the response and suppression capabilities of the fire-fighting operations available to the location. 4.3.2.3.4.4 Fire Protection Systems.Hose connections,con- trols,and control valves for application of fire protection foam or water to tanks shall be located outside remote impound- ment areas,diked areas,or spillways draining to a remote im- poundment area. 4.3.2.3.4.5 Combustible Materials.Structures such as stairways, walkways,instrumentation shelters,and supports for piping and equipment that are located in a remote impoundment area, diked area,or spillway draining to a remote impoundment area shall be constructed of noncombustible materials. 4.3.2.4 Vent Piping for Aboveground Tanks.Piping for nor- mal and emergency relief venting shall be constructed in ac- cordance with Chapter 5. 2003 Edition 4.3.2.5 Tank Openings Other than Vents for Aboveground Tanks. 4.3.2.5.1 Each connection to an aboveground tank throughwhichliquidcannormallyflowshallbeprovidedwithaninter- nal or an external valve located as close as practical to the shell of the tank. 4.3,2.5.2 Each connection below the liquid level through which liquid does not normally flow shall be provided with a liquidtight closure such as a valve,plug,or blind,or a combi- nation of these. 4.3.2.5.3 Openings for gauging on tanks storing Class I liq- uids shall be provided with a vaportight cap or cover. 4.3.2.5.4*Fill pipes that enter the top ofa tank shall terminatewithin150mm(6 in.)of the bottom of the tank.Fill pipes shall be installed or arranged so that vibration is minimized. Exception No.1:Fill pipes in tanks whose vapor space under the expected range of normal operating conditions is not in theflammable range or is inerted need not meet this requirement. Exception No.2:Fill pipes in tanks handling liquids unth minimal potential for accumulation of static electricity need not meet this re- quirement provided that the fill line is designed and the system is operated to avoid mist generation and an adequate level of residence time is provided downstream offilters or screens such that the charge generated is dissipated. 4.3.2.5.5 Filling and emptying connections for Class I,Class II,and Class IITA liquids that are connected and disconnected shallbelocatedoutsideofbuildingsatalocationfreefromanysource of ignition.They shall be located not less than 1.5 m (5 ft)away from any building opening.Such connections for any liquid shall be closed and liquidtight when not in use and shall be properly identified. 4.3.2.6 Requirements for Aboveground Tanks Located in Ar- eas Subject to Flooding. 4.3.2.6.1 Vertical tanks shail be located so that the tops of the tanks extend above the maximum flood stage by at least 30 percent of thcir allowable storage capacity. 4.3.2.6.2 Horizontal tanks that are located where more than 70 percent of the tank's storage capacity will be submerged at the established flood stage shall be secured by one of the fol- lowing methods: (1)Anchored to resist movement (2)Attached to a foundation of steel and concrete or of con- crete having sufficient weight to provide adequate load for the tank when filled with liquid and submerged by flood water to the established flood stage (3)Adequately secured from floating by other means 4.3.2.6.3 Tank vents or other openings that are not liquidtight shall extend above the maximum flood stage water level. 4.3.2.6.4.A dependable water supply shall be available for filling an empyy or partially filled tank. Exception:Wherefilling the tank with water is impractical or hazard- ous because of the contents of the tank,the tank shall be protected by other means against movement or collapse. 4.3.2.6.5 Spherical or spheroid tanks shall be protected by any of the methods specified in this 4.3.2.6. TANK STORAGE 30-25 4.3.2.7 Collision Protection.Where a tank might be exposed to vehicular impact,protection shall be provided to prevent damage to the tank. 4.3.2.8 Installation Instructions.Factory-built aboveground tanks shall be provided with instructions for testing and for installation of the normal and emergency vents. 4.3.3 Installation of Underground Tanks. 4.3.3.1 Location.Excavation for underground tanks shall be made with due care to avoid undermining of foundations of existing structures.Underground tanks or tanks under build- ings shall be so located with respect to existing building foun- dations and supports that the loads carried by the latter cannot be transmitted to the tank.The distance from any part of a tank storing Class I liquids to the nearest wall of any basement or pit shall be not less than 0.3 m (1 fl),and to any property line that can be built upon,not less than 0.9 m (3 ft).The distance from any part of a tank storing Class II or Class If liquids to the nearest wall of any basement,pit,or property line shall be not less than 0,3 m (1 ft). 4.3.3.2 Burial Depth and Cover. 4.3.3.2.1*All underground tanks shall be installed in accor- dance with the manufacturer's instructions and shall be set on firm foundations and surrounded with at Jeast 150 mm (6 in.)of noncorrosive inert material such as clean sand or gravel well- tamped in place.The tank shall be placed in the hole with care. 4.3.3.2.2 Underground tanks shall be covered with not less than 600 mm (24 in.)of earth,or with not less than 300 mm (12 in.)of earth on top of which shall be placed a slab of reinforced concrete not less than 100 mm (4 in.)thick.Where the tanks are,or are likely to be,subjected to traffic,they shall be protected against damage from vehicles passing over them by at least 900 mm (36 in.)of earth cover,or 450 mm (18 in.) of well-tamped earth plus either 150 mm (6 in.)of reinforced concrete or 200 mm (8 in.)of asphaltic concrete.When as- phaltic or reinforced concrete paving is used as part of the protection,it shall extend at least 300 mm (12 in.)horizon- tally beyond the outline of the tank in all directions. 4.3.3.2.3 Maximum depth of cover shall be specified by the tank manufacturer and marked on the tank.When the depth of cover is greater than the diameter of the tank or if the pressure at the bottom of the tank can exceed a gauge pres- sure of 69 kPa (10 psig),the manufacturer of the tank shall be consulted to determine if reinforcement of the tank is re- quired.The specific gravity of the liquid to be stored shall be a design factor. 4.3.3.3 Vent Piping for Underground Tanks.Vent pipes from underground tanks shall be installed in accordance with Chapter 5. 4.3.3.4 Tank Openings Other than Vents for Underground Tanks. 4.3.3.4.1 Connections for all tank openings shall be liquidtight. 4.3.3.4.2 Openings for manual gauging,if independent of the fill pipe,shall be provided with a liquidtight cap or cover. Covers shall be kept closed when not gauging.If inside a build- ing,each such opening shall be protected against liquid over- flow and possible vapor release by means of a spring-loaded check valve or other approved device. 4.3.3.4.3 Fill and discharge lines shall enter tanks only through the top.Fill lines shall be sloped toward the tank. Underground tanks for Class I liquids having a capacity of more than 3800 L (1600 gal)shall be equipped with a tight filldeviceforconnectingthefillhosetothetank. 4.3.3.4.4 Fill pipes that enter the top ofa tank shall terminatewithin150mm(6 in.)of the bottom of the tank.Fill pipes shall be installed or arranged so that vibration is minimized. Exception No.I:Fill pipes in tanks whose vapor space under the expected range of normal operating conditions is not in theflammable range or is inerted need not meet this requirement. Exception No.2:Fill pipes in tanks handling liquids with minimal potential for accumulation of static electricity need not meet this re- quirement provided that the fill line is designed and the system oper- ated to avoid mist generation and an adequate level of residence time isprovideddownstreamoffillersorscreenssuchthatthechargegeneratedwsdissipated.(See A.4.3.2.5.4.) 4.3.3.4.5 Filling and emptying and vapor recovery connec- tions for Class I,Class II,or Class [IA liquids that are con- nected and disconnected shall be located outside of buildings ata location free from any source of ignition and not less than 1.5 m (5 ft)away from any building opening.Such connec- tions shall be closed and liquidtight when not in use and shall be properly identified. 4.3.3.4.6 Tank openings provided for purposes of vapor re- covery shall be protected against possible vapor release by means of a spring-loaded check valve or dry-break connection, or other approved device,unless the opening is pipe- connected to a vapor processing system.Openings designed for combined fill and vapor recovery shall also be protected against vapor release unless connection of the liquid delivery line to the fill pipe simultaneously connects the vapor recovery line.All connections shall be vaportight. 4.3.3.5 Requirements for Underground Tanks Located in Areas Subject to Flooding. 4.3.3.5.1 At locations where an ample and dependable water supply is available,underground tanks containing flammable or combustible liquids,placed so that more than 70 percent of their storage capacity will be submerged at the maximum flood stage,shall be so anchored,weighted,or secured as to prevent movement when filled or loaded with water and sub- merged by floodwater to the established flood stage.Tank vents or other openings that are not liquidtight shall be ex- tended above maximum flood stage water level. 4.3.3.5.2 At locations where an ample and dependable water supply is not available or where filling of underground tanks with water is impractical because of the contents,each tank shall be safeguarded against movement when empty and sub- merged by high groundwater or floodwater by anchoring orbysecuringbyothermeans.Each such tank shall be so con- structed and installed that it will safely resist external pressures if submerged. 4.3.4 Storage Tank Buildings. 4,3.4.1*Scope.Subsection 4.3.4 shall apply to installations of tanks storing Class I,Class II,and Class IIA liquids in storage tankbuildings.This subsection shall not specifically apply to such tanks in process areas.(See Chapter 7.)Tanks storing Class IIIBliquidsshallnotberequiredtocomplywiththeprovisionsofthis subsection.A tank installation that has a canopy or roof that does not limit the dissipation of heat or dispersion of flammable va- pors and does not restrict fire-fighting access and control shall be treated as an outside aboveground tank.(See 3.3.6.3.) Exception:Tanks that meet the requirements of Section 7.5. 2003 Edition 30-26 FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE 4.3.4.2 Location.Tanks and any associated equipment withinthestoragetankbuildingshallbesolocatedthatafireintheareashallnotconstituteanexposurehazardtoadjoiningbuildingsor tanks for a period of time consistent with the response and sup- pression capabilities of the fire-fighting operations available to the location.Compliance with 4.3.4.2.1 through 4.3.4.2.5 shall be deemed as meeting the requirements of 4.3.4.2. 4.3.4.2.1 The minimum distance from exposed property lines and buildings for tank installations within structures havy- ing walls with a fire resistance rating of less than 2 hours shall be in accordance with Table 4.3.4.2.1.Capacity of any indi-vidual tank shall not exceed 380 m*(100,000 gal or 2380 bb!) without the approval of the authority having jurisdiction. Exceplion:As modified by 4.3.4.2.2. 4.3.4.2.2 Where a storage tank building has an exterior wall facing an exposure,the distances in Table 4.3.4.2.1 shall be permitted to be modified as follows: (1)Where the wall is a blank wall having a fire resistance rat-ing of not less than 2 hours,separation distance between the storage tank building and its exposure need not be greater than 7.6 m (25 ft).(2)*Where a blank wall having a fire resistance rating of notlessthan4hoursisprovided,the distance requirements of Table 4.3.4.2.1 shall not apply,In addition,where Class IA or unstable liquids are stored,the exposing wall shall have explosion resistance in accordance with recognized engi- neering standards,and adequate deflagration venting shall be provided in the nonexposing walls and roof. 4,3.4.2.3 Other equipment associated with tanks,such as pumps,heaters,filters,and exchangers,shall not be located closer than 7.6 m (25 ft)to property lines where the adjoining property is or can be built upon or to the nearest important building on the same property that is not an integral part of the storage tank building. Exception:This spacing requirement shall not apply where exposures are protected as outlined in 4.3.4.2.2. 4.3.4.2.4 Tanks in which unstable liquids are stored shall be separated from potential fire exposures by a clear space of atleast7.6 m (25 ft)or by a wall having a fire resistance rating ofnotlessthan2hours. 4.3.4.2.5 Each storage tank building and each tank within the building shall be accessible from at least two sides for fire fightingandfirecontrol. 4.3.4.3 Construction of Tank Buildings. 4.3.4.3.1 Storage tank buildings shall be constructed so as to Maintain structural integrity for 2 hours under fire exposure conditions and to provide adequate access and egress for un- obstructed movement of all personnel and fire protection equipment.Compliance with 4.3.4.3.2 through 4.3.4,3.7 shall be deemed as meeting the requirements of 4.3.4.3.1. 4.3.4.3.2*Buildings or structures shall be of at least 2-hour fireresistanceratingexceptthatnoncombustibleorcombustible construction shall be permitted when protected by automatic sprinklers or equivalent protection subject to the approval oftheauthorityhavingjurisdiction. 4.3.4.3.3 Class I liquids and Class II or Class IIA liquids heated above their flash points shall not be stored in base- ments.Means shall be provided to prevent liquid spills from running into basements.Where Class I liquids are stored above grade within buildings with basements or other below- grade areas into which flammable vapors can travel,such be- fowgrade areas shall be provided with mechanical ventilation designed to prevent the accumulation of flammable vapors. Enclosed storage tank pits shall not be considered basements. 4.3.4.3.4*Storage tanks shall be separated from other occu- pancies within the building by construction having at least a2-hour fire resistance rating.As a minimum,each openingshallbeprotectedbyeitheralisted,self-closing fire door or alistedfiredamperhavingaminimum1-hour fire protection rating.The fire door or fire damper shall be installed in accor- dance with NFPA 80,Standard for Fire Doors and Fire Windows, NFPA 90A,Standard for the Installation of Air-Conditioning and Ventilating Systems,or NFPA 91,Standard for Exhaust Systems for Air Conveying of Vapors,Gases,Mists,and Noncombustible Particu- late Solids,whichever is applicable.Where Class LA or unstable liquids are being stored,deflagration vents shall be provided to the exterior of the building,and any walls separating this storage from other occupancies shall have explosion resis- tance in accordance with recognized engineering standards.Adequate deflagration venting shall be provided for the non- exposing walls. Table 4.3.4.2.1 Location of Storage Tank Buildings with Respect to Property Lines,Public Ways,and the Nearest Important Building on the Same Propertyt Minimum Distance from Property Line that Is or Can Be Built Upon,Including Opposite Side Minimum Distance from Nearest Side of Any Public Way or from Nearest Important BuildingofPublicWay(ft)on Same Property (ft) Stable Liquid Unstable Liquid Stable Liquid Unstable LiquidLargestEmergencyReliefEmergencyReliefEmergencyReliefEmergencyReliefTank- Operating Liquid Notover Over Not over Over Not over Over Not over Over Capacity (gal)2.5 psig 2.5 psig 2.5 psig 2.5 psig 2.5 psig 2.5 psig 2.5 psig 2.5 psig Up to 12,000 15 25 40 60 5 10 15 20 12,001 to 30,000 20 30 50 80 5 10 15 20 30,001 to 50,000 30 45 75 120 10 15 25 40 50,001 to 100,000 50 75 125 200 15 25 40 60 Note:For SI units,1 gal =3.8 L;1 ft =0.3 m;|psig =6.9 kPa. *Double all distances shown if protection for exposures is not provided.Distances need not exceed 90 m (300 ft). 2003 Edition TANK STORAGE 30-27 4.3.4.3.5*Storage tank buildings shall have exit facilities ar- ranged to prevent occupants from being trapped in the event of fire.Exits shall not be exposed by the drainage facilities described in 4.3.4.5. 4.3.4.3.6 Access aisles of at least 0.9 m (3 ft)shall be main- tained for movement of fire-fighting personnel and fire pro- tection equipment. 4.3.4.3.7 Clearance between the top of the tank and the building structure shall be a minimum of 0.9 m (3 ft)for buildings protected in accordance with 4.3.4.12.3.For build- ings without fixed fire suppression systems,space shall be pro- vided to allow for the application of hose streams to the top of the tank(s)for cooling purposes. 4.3.4.4 Ventilation of Tank Buildings. 4.3.4.4.1 Storage tank buildings storing Class I liquids,or Class IT or Class [ITA liquids at temperatures above their flash points,shall be ventilated at a rate sufficient to maintain the concentration of vapors within the building at or below 25 per- cent of the lower flammable limit.Compliance with 4.3.4.4.2 through 4.3.4.4.5 shall be deemed as meeting the require- ments of 4.3.4.4.1. 4.3.4.4.2*Ventilation requirements shall be confirmed by one of the following procedures: (1)Calculations based on the anticipated fugitive emissions. (See Annex Ffor calculation methods.) (2)Sampling of the actual vapor concentration under nor- mal operating conditions.The sampling shall be con- ducted at a distance of 1.5 m (5 ft)radius from each po- tential vapor source extending to or toward the bottom and the top of the enclosed storage area.The vapor con- centration used to determine the required ventilation rate shall be the highest measured concentration during the sampling procedure.(3)Ventilation at a rate of not less than 0.3 m?/min of ex- haust air for each m?of solid floor area (1 cfm/ft?). 4.3.4.4.3 Ventilation shall be accomplished by natural or me- chanical ventilation,with discharge or exhaust to a safe location outside the building,without recirculation of the exhaust air. Exception:Recirculation is permitted where it is monitored continu- ously using a fail-safe system that is designed to automatically sound an alarm,stop recirculation,and providefull exhaust to the outside in the event that vapor-air mixtures having concentrations over 25 per- cent of the lowerflammable limit are detected. 4.3.4.4.4*Provision shall be made for introduction of make-up air in such a manner as to avoid short-circuiting the ventilation. Ventilation shall be arranged to include all floor areas or pits where flammable vapors can collect.Where natural ventilation is inadequate,mechanical ventilation shall be provided and shall be kept in operation while flammable liquids are being handled. Local or spot ventilation,if provided,shall be permitted to be used for up to 75 percent of the required ventilation. 4.3.4.4.5 For storage tank buildings with the interior grade more than 300 mm (1 ft)below the average exterior grade,con- tinuous mechanical ventilation in accordance with 4.3.4.4.2(3) shall be provided or a vapor detection system shall be provided and set to give a warning alarm at 25 percent of the lower flam- mable limit and to start the mechanical ventilation system.The alarm shall sound at a constantly attended location. 4.3.4.5 Drainage from Tank Buildings. 4.3.4.5.1 Drainage systems shall be designed to minimize fire exposure to other tanks and adjacent properties or waterways. Compliance with 4.3.4.5.2 through 4.3.4.5.6 shall be deemed as meeting the requirements of 4.3.4.5.]. 4.3.4.5.2 A facility shall be designed and operated to prevent the normal discharge of flammable or combustible liquids to public waterways,public sewers,or adjoining property. 4.3.4.5.3 Except for drains,solid floors shall be liquidtightandtheroomshallbeliquidtightwherethewallsjointhefloorandforatleast100mm(4 in.)above the floor. 4.3.4.5.4 Openings in interior walls to adjacent rooms or buildings shall be provided with noncombustible,liquidtightraisedsillsorrampsatleast100mm(4 in.)in height or shall be otherwise designed to prevent the flow of liquids to the adjoining areas.An open-grated trench across the width of the opening inside of the room that drains to a safe location shall be permitted to be used as an alternative to a sill or ramp. 4.3.4.5.5*The containment area shall have a capacity not less than that of the largest tank that can drain into it.Emergencydrainagesystemsshallbeprovidedtodirectflammableor combustible liquid leakage and fire protection water to a safe location.Curbs,scuppers,or special drainage systems shall be permitted to be used.(See 4.3.2.3.) 4.3.4.5.6 Emergency drainage systems,if connected to public sewers or discharged into public waterways,shall be equipped with traps or separators. 4.3.4.6 Vents for Tanks Inside Tank Buildings. 4.3.4.6.1 Vents for tanks inside tank buildings shall be de- signed to ensure that vapors are not released inside the build- ing.Compliance with 4.3.4.6.2 and 4.3.4.6.3 shall be deemed as meeting the requirements of 4.3.4.6.1. 4.3.4.6.2 Vents for tanks inside tank buildings shall be as re- quired in 4.2.5.1 and 4.2.5.2,except that emergency venting bytheuseofweakroof-to-shell seam shall not be permitted.Auto- matic sprinkler systems designed in accordance with the require- ments of NFPA 13,Standard for the Installation of Sprinkler Systems, shall be accepted by the authority having jurisdiction as equiva- lent to water spray systems for purposes of calculating the re- quired airflow rates for emergency vents in 4.2.5.2.6,provided the density and coverage requirements of NFPA 15,Standard forWaterSprayFixedSystemsforFireProtection,are met.Vents shall ter- minate outside the building. 4.3.4.6.3 Piping for normal and emergency relief ventingshallmeettherequirementsofChapter5. 4.3.4.7 Tank Openings Other than Vents for Tanks Inside Tank Buildings. 4.3.4.7.1 Tank openings other than vents for tanks inside tank buildings shall be designed to ensure that flammable liquids or vapors are not released inside the building.Compliance with4.3.4.7.2 through 4.3.4.7.9 shall be deemed as meeting the re- quirements of 4.3.4.7.1. 4.3.4.7.2 All tank openings that are located at or below the maximum liquid level shall be liquidtight;those that are located above the maximum liquid level shall be normally closed andshallbemechanicallysecuredtopreventreleaseofvapors. 2003 Edition 30-28 FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE 4.3.4.7.3,Each connection through which liquid can gravity flow from a tank inside a building shall be provided with an internal or an external valve located as close as practical to the shell of the tank. 4.3.4.7.4 Each liquid transfer connection on any tank storing Class I or Class II liquids inside buildings shall be provided with one of the following: (1)Anormally closed remotely activated valve (2)An automatic-closing,heat-activated valve (3)Another approved device Exception:Connections used for emergency disposal or to provide forquickcutoffofflowintheeventoffireinthevicinityofthetankneednotmeetthisrequirement. 4.3.4.7.4.1 The requirements of 4.3.4.7.4 shall be permitted to be met by the valve required in 4.3.4.7.3.If a separate valve is used,it shall be located adjacent to the valve required in 4.3.4.7.3. 4.3.4.7.5*Openings for manual gauging of Class I or Class II liquids,if independent of the fill pipe,shall be provided witha vaportight cap or cover.Openings shall be kept closed when not in use.Each such opening for any liquid shall be protected against liquid overflow and possible vapor release by means of a spring-loaded check valve or other approved device. 4.3.4.7.6 Fill pipes that enter the top ofa tank shall terminatewithin150mm(6 in.)of the bottom of the tank.Fill pipes shall be installed or arranged so that vibration is minimized. Exception No,1:Fill pipes in tanks whose vapor space under the expected range of normal operating conditions is not in the flammable range or is inerted need not meet this requirement. Exception No,2:Fill pipes in tanks handling liquids with minimal potential for accumulation of static electricity need not meet this re- quirement provided that the fill line is designed and the system oper- ated to avoid mist generation and an adequate level ofresidence time is provided downstream offilters or screens such that the charge generated is dissipated.(See A.4.3.2.5.4.) 4.3.4.7.7 The inlet of the fill pipe and the outlet ofa vaporrecoverylineforwhichconnectionstotankvehiclesandtank cars are made and broken shall be located outside of buildings at a location free from any source of ignition and not less than 1.5 m (5 ft)away from any building opening.Such connec- tions shall be closed tight and protected against tampering when not in use and shall be identified. 4.3.4.7,.8*Tanks storing Class I,Class EI,or Class IMA liquids in- side buildings shall be equipped with a device,or other means shall be provided,to prevent overflow into the building. 4.3.4.7.9 Tank openings provided for purposes of vapor recov- ery shall be protected against possible vapor release by means ofa spring-loaded check valve or dry-break connection or other ap- proved device,unless the opening is pipe-connected to a vapor processing system.Openings designed for combined fill and va- por recovery shall also be protected against vapor release unless connection of the liquid delivery line to the fill pipe simulta-neously connects the vapor recoveryline.All connections shall bevaportight. 4.3.4.8 Electrical Systems for Tank Buildings.Installation of electrical utilization equipment and wiring shall meet the requirements of Chapter 8.Chapter 8 shall be used to de- termine the extent of classified locations for the purpose of installation of electrical equipment.In establishing the ex- tent of a classified location,it shall not extend beyond a 2003 Edition floor,wall,roof,or other solid partition that has no open- ings,within the classified area. 4.3.4.9 Inspection and Maintenance for Tank Buildings. 4.3.4.9.1 Combustible waste material and residues in operat- ing areas shall be kept to a minimum,stored in covered metal containers,and disposed of daily. 4.3.4.9.2 Storage of combustible materials and empty or full drums or barrels shall not be permitted within the storage tank building. 4.3.4.10 Detection and Alarm for Tank Buildings. 4.3.4.10.1 An approved means shall be provided to promptly notify those within the plant and the available public or mu- tual aid fire department of any fire or other emergency. 4.3.4.10.2 Those areas,including buildings,where the poten- tial exists for a flammable liquid spill shall be monitored as appropriate.Such methods shall include both of the following: (1)Personnel observation or patrol(2)Monitoring equipment that indicates a spill or leak hasoccurredinanunattendedarea 4.3.4.1]Portable Fire Contro!Equipment for Tank Buildings. 4.3.4.11.1*Listed portable fire extinguishers shall be provided for facilities in such quantities,sizes,and types as could be needed for special storage hazards as determined in accor- dance with 4.5.2. 4.3.4.11.2*Where the need is indicated in accordance with 4.5.4,water shall be utilized through standpipe and hose sys- tems,or through hose connections from sprinkler systems us- ing combination spray and straight stream nozzles to permit effective fire control. 4.3.4.11.3 Where the need is indicated in accordance with 4.5.4,mobile foam apparatus shall be provided. 4.3.4.11.4 Automotive and trailer-mounted fire apparatus, where determined necessary,shall not be used for any pur- pose other than fire fighting or training. 4.3.4.12 Fixed Fire Control Equipment for Tank Buildings. 4.3.4.12.1 A reliable water supply or other suitable fire con- trol agent shall be available in pressure and quantity to meet the fire demands indicated by special storage hazards or expo- sure as determined by 4.5.4. 4.3.4.12.2*Hydrants,with or without fixed monitor nozzles, shall be provided in accordance with accepted practice.The number and placement shall depend on the hazard of the storage,or exposure,as determined by 4.5.4. 4.3.4.12.3*Where the need is indicated by the hazards of stor- age or exposure as determined by 4.5.4,fixed protection shall be required utilizing approved foam,foam-water sprinkler sys- tems,sprinkler systems,water spray systems,deluge systems, fire-resistive materials,or a combination of these.When foam or foam-water fire protection systems are provided,discharge densities shall be determined based on the listing criteria for selected foam discharge devices,the foam concentrate,and the specific flammable or combustible liquids to be protected. TANK STORAGE 30-29 4.3.4.12.4 If provided,fire control systems shall be designed, installed,and maintained in accordance with the following NFPA standards: (1)NFPA 11,Standard for Low,Medium-,and High-Expansion Foam (2)NFPA 11A,Standard for Medium-and High-Expansion Foam Systems(3)NFPA 12,Standard on Carbon Dioxide Extinguishing Systems (4)NFPA 124A,Standard on Halon 1301 Fire Extinguishing Systems (5)NFPA 13,Standard for the Installation of Sprinkler Systems(6)NFPA IS,Standardfor Water Spray lixed Systems for Fire Protection(7)NFPA 16,Standardfor the Installation ofFoam-Water Sprinkler and Foam-Water Spray Systems(8)NFPA 17,Standard for Dry Chemical Extinguishing Systems(9)NFPA 25,Standard for the Inspection,Testing,and Mainte- nance of Water-Based Fire Protection Systems 4.4 Testing Requirements for Tanks. 4.4.1 Initial Testing.All tanks,whether shop-built or field- erected,shall be tested before they are placed in service in accordance with the applicable requirements of the code un- der which they were built. 4.4.1.1 An approved listing mark on a tank shall be consid- ered to be evidence of compliance with this requirement. Tanks not so marked shall be tested before they are placed in service in accordance with recognized engineering standards or in accordance with the requirements for testing in the codes listed in 4.2.3.1.1,4.2.3.2.1,or 4.2.3.3.1. 4.4.1.2 Where the vertical length of the fill and vent pipes is such that,when filled with liquid,the static head imposed on the bottom of the tank exceeds a gauge pressure of 70 kPa (10 psi), the tank and its related piping shall be tested hydrostatically to a pressure equal to the static head thus imposed.In special cases where the height of the vent above the top of the tank is exces- sive,the hydrostatic test pressure shall be determined by using recognized engineering standards. 4.4.1.3 Before the tank is initially placed in service,all leaks or deformations shall be corrected in an acceptable manner. Mechanical caulking shall not be permitted for correcting leaks in welded tanks except for pinhole leaks in the roof. 4.4.1.4 Tanks to be operated at pressures below their design pressure shall be tested by the applicable provisions of 4.4.1.1 or 4.4.1.2 based upon the pressure developed under full emer- gency venting of the tank. 4.4.2*Tightness Testing.In addition to the tests called for in4.4.1,all tanks and connections shall be tested for tightness after installation and before being placed in service in accor- dance with 4.4.2.1 through 4.4.2.4,as applicable.Except for underground tanks,this test shall be made at operating pres-sure with air,inert gas,or water.Air pressure shall not be usedtotesttanksthatcontainflammableorcombustibleliquidsor vapors.(See Section 6.6 for lesting pressure piping.) Exception:For field-erected tanks,the tests required by 4.4.1.1 or 4.4.1.2 shall be permitted to be considered the test for tank tightness. 4.4.2.1 Horizontal shop-fabricated aboveground tanks shall be tested for tightness either hydrostatically or with air pres-sure at not less than a gauge pressure of 20 kPa (3 psig)andnotmorethanagaugepressureof35kPa(5 psig).Verticalshop-fabricated aboveground tanks shall be tested for tight-ness either hydrostatically or with air pressure at not less than a gauge pressure of 10 kPa (1.5 psig)and not more than a gauge pressure of 17 kPa (1.5 psig). 4.4.2.2 Single-wall underground tanks and piping,before be- ing covered,enclosed,or placed in use,shall be tested for tightness either hydrostatically or with air pressure at not less than a gauge pressure of 20 kPa (3 psig)and not more than a gauge pressure of 35 kPa (5 psig). 4.4.2.3.Underground secondary containment tanks and hori- zontal aboveground secondary containment tanks shall have the primary (inner)tank tested for tightness either hydrostati- cally or with air pressure at not less than a gauge pressure of 20 kPa (3 psig)and not more than a gauge pressure of 35 kPa | (5 psig).The interstitial space (annulus)of such tanks shall be tested either hydrostatically or with air pressure at a gauge pressure of 20 to 35 kPa (3 to 5 psig),by vacuum at 18 kPa (5.3 in.Hg),or in accordance with the tank's listing or manu- facturer's instructions.The pressure or vacuum shall be held for not less than 1 hour or for the duration specified in the listing procedures for the tank.Care shall be taken to ensure that the interstitial space is not overpressured or subjected to excessive vacuum. 4.4.2.4 Vertical aboveground secondary containment-type tanks shall have their primary (inner)tank tested for tightness either hydrostatically or with air pressure at not less than a gauge pressure of 10 kPa (1.5 psig)and not more than a gauge pressure of 17 kPa (2.5 psig).The interstitial space (annulus) of such tanks shall be tested either hydrostatically or with air pressure at a gauge pressure of 10 to 17 kPa (1.5 to 2.5 psig), by vacuum at 18 kPa (5.3 in.Hg),or in accordance with the tank's listing or manufacturer's instructions.The pressure or vacuum shall be held for ]hour without evidence of leaks. Care shall be taken to ensure that the interstitial space is not overpressured or subjected to excessive vacuum. 4.4.3*Additional Testing.Tanks that have been relocated, structurally damaged,repaired,or are suspected of leaking shall be tested in a manner acceptable to the authority having jurisdiction. 4.5 Fire Prevention and Control. 4.5.1 Scope.Section 4.5 shall apply to the commonly recog- nized management techniques and fire control methods used to prevent or minimize the loss from fire or explosion in tank storage facilities.The wide range in size,design,and location of tank storage facilities shall preclude the inclusion of de- tailed fire prevention and control methods applicable to allsuchfacilities.The authority having jurisdiction shall be per-mitted to be consulted on specific cases,where applicable; otherwise,qualified engineering judgment shall be exercised. 4.5.2 General Requirements.Tank storage facilities shall have fire prevention and control for life safety,for minimizing property loss,and for reducing fire exposure to adjoining fa- cilities resulting from fire and explosion.Compliance with 4.5.3 through 4.5.7 shall be deemed as meeting the require-ments of4.5.2. 4.5.3 Control of Ignition Sources. 4.5.3.1 Precautions shall be taken to prevent the ignition of flammable vapors from sources such as the following: (1)Open flames (2)Lightning (3)Hot surfaces (4)Radiant heat 2003 Edition 30-30 FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE (5)Smoking (6)Cutting and welding (7)Spontaneous ignition (8)Frictional heat or sparks (9)Static electricity (10)Electrical sparks (11)Stray currents (12)Ovens,furnaces,and heating equipment 4.5.3.2 Smoking shall be permitted only in designated and properly identified areas. 4.5.3.3*Welding,cutting,and similar spark-producing opera- tions shal]not be permitted in areas containing flammable liquids unui a written permit authorizing such work has been issued.The permit shall be issued by a person in authority following inspection of the area to assure that proper precau- tions have been taken and will be followed until the job is completed. 4.5.3.4*Static Electricity.All equipment such as tanks,ma- chinery,and piping shall be designed and operated to pre- vent electrostatic ignitions.All metallic equipment where an ignitible mixture could be present shall be bonded or grounded.The bond or ground or both shall be physically applied or shall be inherently present by the nature of the installation.Any electrically isolated section of metallic pip- ing or equipment shall be bonded or grounded to prevent hazardous accumulation of static electricity.All nonmetallic equipment and piping where an ignitible mixture could be present shall be given special consideration. 4.5.3.5 Electrical Installations,Design,selection,and installa- tion of electrical wiring and electrical utilization equipment shall meet the requirements of Chapter 8. 4.5.4 Management of Fire Hazards.The extent of fire preven- tion and control provided for tank storage facilities shall be determined by an engineering evaluation of the installation and operation,followed by the application of sound fire pro- tection and process engineering principles.The evaluation shall include,but not be limited to,the following: (1)Analysis of tire and explosion hazards of the facility (2)Analysis of local conditions,such as exposure to and from adjacent properties,flood potenual,or earthquake potental (3)Fire department or mutual aid response 4.5.5 Fire Control.A fire-extinguishing system in accordance with an applicable NFPA standard shall be provided or shall be available for vertical atmospheric fixed-roof storage tanks largerthan190m®(50,000 gal or 1190 bbl)capacity,storing Class Iliquids,if located in a congested area where there is an unusualexposurehazardtothetankfromadjacentpropertyortoadja- cent property trom the tank.Fixed-roof tanks storing Class IT or Ill liquids at temperatures below their flash points and floating- roof tanks storing any liquid generally shall not require protec- tion when installed in compliance with Section 4.3. 4.5.6 Emergency Planning and Training. 4.5.6.1 An emergency action plan,consistent with the available equipment and personnel,shall be established to respond to fire or other emergencies.This plan shail address the following: (1)Procedures to be used in case of fire,such as sounding the alarm,notifying the fire department,evacuating person- nel,and conwolling and extinguishing the fire (2)Appointment and training of persons to carry out fire safety duties 2003 Edition (3)Maintenance of fire protection equipment(4)Holding fire drills (5)Shutdown or isolation of equipment to reduce the escape of liquid (6)Alternate measures for the safety of personnel while any fire protection equipment is shut down 4.5.6.2 Personnel responsible for the use and operation of fire protection equipment shall be trained in the use of that equip- ment.Refresher training shall be conducted at least annually, The personnel responsible shall be able to demonstrate knowl- edge of the use or operation of the fire protection equipment. 4.5.6.3 Planning of effective fire control measures shall be coor- dinated with local emergency response agencies.This planning shall include,but not be limited to,the identification of all tanks by location,contents,size,and hazard identification as required in 4.6.2.1. 4.5.6.4 Procedures shall be established to provide for safe shutdown of tank storage facilities under emergency condi- tons.Provisions shall be made for periodic training,inspec- ion,and testing of associated alarms,interlocks,and controls. 4.5.6.5 The emergency procedures shall be kept readily avail- able in an operating area and updated regularly. 4.5.6.6 Where premises are likely to be unattended for consid-erable periods of time,a summary of the emergency plan shall bepostedorlocatedinastrategicandaccessiblelocation. 4.5.7 Inspection and Maintenance. 4.5.7.1 All fire protection equipment shall be properly maintained and periodic inspections and tests shall be done in accordance with both standard practice and equip- ment manufacturer's recommendations. 4.5.7.2.Maintenance and operating practices at tank storage facilities shall control leakage and prevent spillage of liquids. 4.5.7.3.Ground areas around tank storage facilities shall be kept free of weeds,trash,or other unnecessary combustible materials. 4.5.7.4 Accessways established for movement of personnelshallbemaintainedclearofobstructionstopermitorderly evacuation and ready access for manual fire fighting. 4.5.7.5 Combustible waste material and residues in operating areas shall be kept to a minimum,stored in covered metal containers,and disposed of daily. 4.6 Operations and Maintenance of Tanks. 4.6.1 Prevention of Overfilling of Tanks. 4.6.1.1 Aboveground tanks at terminals that receive and trans- fer Class I liquids from mainline pipelines or marine vessels shall follow formal]written procedures to prevent overfilling of tanks utilizing one of the following methods of protection: (1)Tanks gauged at frequent intervals by personnel continu- ously on the premise during product receipt with frequent acknowledged communication maintained with the sup- plier so flow can be promptly shut down or diverted. (2)Tanks equipped with a high-level detection device that is independent of any gauging equipment.Alarm shall be located where personnel who are on duty throughout product transfer can promptly arrange for flow stoppage or diversion. TANK STORAGE 30-31 (3)Tanks equipped with an independent high-level detection system that will automatically shut down or divert flow. (4)Alternatives to instrumentation described in 4.6.1.1(2) and 4.6.1.1(3)where approved by the authority having jurisdiction as affording equivalent protection. 4.6.1.2 Instrumentation systems covered in 4.6.1.1(2)and 4.6.1.1(3)shall be electrically supervised or equivalent. 4.6.1.3 Formal written procedures required by 4.6.1.1 shall include the following: (1)Instructions covering methods to check for proper lineup and receipt of initial delivery to tank designated to receive shipment. (2)Provision for training and monitoring the performance of operating personnel by terminal supervision. (3)Schedules and procedures for inspection and testing of gauging equipment and high-level instrumentation and related systems.Inspection and testing intervals shall be acceptable to the authority having jurisdiction but shallnotexceedIyear. 4.6.1.4 An underground tank shall be equipped with overfill prevention equipment that will operate as follows: (1)Automatically shut off the flow of liquid into the tank when the tank is no more than 95 percent full (2)Alert the transfer operator when the tank is no more than 90 percent full by restricting the flow of liquid into the tank or triggering the high-level alarm (3)Other methods approved by the authority having jurisdiction 4.6.1.5 Shopfabricated aboveground atmospheric storage tanks,constructed to the recognized standards of 4.2.3.1 or approved equivalents,shall meet the requirements of 4.6.1.5.1 through 4.6.1.5.4 and 4.5.7 whenever the vertical length from the tank bottom to the top of the fill,normal vent,or emer- gency vent exceeds 3.7 m (12 ft). 4.6.1.5.1 An approved means shall be provided to promptly notify the tank filling operator of the pending completion of the tank fill operation at the fill connection. 4.6.1.5.2 An approved means shall be provided to stop delivery of liquid to the tank prior to the complete filling of the tank. 4.6.1.5.3 In no case shall these provisions restrict or interfere with the proper functioning of the normal vent or emergency vent. 4.6.1.5.4 The manufacturer of the tank shall be consulted to determine if reinforcement of the tank is required.If rein- forcement is deemed necessary,it shall be done. 4.6.2 Identification and Security. 4.6.2.1 Emergency Response Identification.A sign or mark- ing that meets the requirements of NFPA 704,Standard System for the Identification of the Hazards of Materials for Emergency Re- Sponse,or an equivalent system,shall be applied to storage tanks containing liquids.The marking shall not need to be applied directly to the tank but shall be located where it can readily be seen,such as on the shoulder of an accessway or walkway to the tank or tanks or on the piping outside of the diked area.If more than one tank is involved,the markings shall be so located that each tank can readily be identified. 4.6.2.2 Unsupervised,isolated aboveground storage tanks shall be secured and marked in such a manner as to identify the fire hazards of the tank and the tank's contents to the general public.The area in which the tank is located shall be protected from tampering or trespassing,where necessary. 4.6.3 Tanks in Areas Subject to Flooding. 4.6.3.1 Water Loading.The filling of a tank to be protected by water loading shall be started as soon as floodwaters are pre- dicted to reach a dangerous flood stage.Where independently fueled water pumps are relied upon,sufficient fuel shall be available at all times to permit continuing operations until all tanks are filled.Tank valves shall be locked in a closed position when water loading has been completed. 4.6.3.2 Operating Instructions.Operating instructions or procedures to be followed in a flood emergency shall be readily available. 4.6.3.3 Personnel Training.Personnel relied upon to carry out flood emergency procedures shall be informed of the lo- cation and operation of valves and other equipment necessary to effect the intent of these requirements. 4.6.4 Temporary or Permanent Removal from Service of Aboveground Tanks. 4.6.4.1*Closure of Storage Tanks.Aboveground tanks taken out of service or abandoned shall be emptied of liquid,ren- dered vapor-free,and safeguarded against trespassing. 4.6.4.2 Reuse of Aboveground Storage Tanks.Only those used tanks that comply with the applicable sections of this code and are approved by the authority having jurisdiction shall be installed for flammable or combustible liquids service. 4.6.5 Temporary or Permanent Removal from Service of Underground Tanks. 4.6.5.1 General.The procedures outlined in 4.6.5 shall be fol- lowed when taking underground tanks temporarily out of ser- vice,closing them in place permanently,or removing them. All applicable safety procedures associated with working in proximity to flammable and combustible materials shall bestrictlyadheredto.(See Annex Cfor additional information.) 4.6.5.2 Temporary Closure.Tanks shall be rendered tempo- rarily out of service only when it is planned that they will be returned to active service,closed in place permanently,or re- moved within a reasonable period not exceeding 1 year.The following requirements shall be met: (1)Corrosion protection and release detection systems shall be maintained in operation. (2)The vent line shall be left open and functioning. (3)The tank shall be secured against tampering. (4)All other lines shall be capped or plugged. 4.6.5.3 Tanks remaining temporarily out of service for more than 1 year shall be permanently closed in place or removed in accordance with 4.6.5.4 or 4.6.5.5,as applicable. 4.6.5.4 Permanent Closure in Place.Tanks shall be permit- ted to be permanently closed in place if approved by theauthorityhavingjurisdiction.All of the following require-ments shall be met: (1)All applicable authorities having jurisdiction shall be notified. (2)*A safe workplace shall be maintained throughout the prescribed activities. 2003 Edition 30-32 FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE (3)All ammable and combustible liquids and residues shall be removed from the tank,appurtenances,and piping and shall be properly disposed of. (4)The tank shall be made safe by either purging it of flam- mable vapors or inerting the potential explosive aunosphere in the tank.Confirmation that the atmosphere in the tank is safe shall be by periodic testing of the atmosphere using a combustible gas indicator,if purging,or an oxygen meter,if inerting. (5)Access to the tank shall be made by careful excavation to the top of the tank. (6)All exposed piping,gauging and tank fixtures,and other appurtenances,except the vent,shall be disconnected and removed. (7)The tank shall be completely filled with an inert solid material. (8)The tank vent and remaining underground piping shall be capped or removed. (9)The tank excavation shall be backfilled. 4.6.5.5 Removal and Disposal.Underground tanks shall be removed in accordance with the following requirements: (1)The steps described in 4.6.5.4(1)through 4.6.5.4(5)shall be followed. (2)All exposed piping,gauging and tank fixtures,and other appurtenances,including the vent,shall be disconnected and removed. (3)All openings shall be plugged,leaving a 6 mm (%in.) opening to avoid buildup of pressure in the tank. (4)The tank shall be removed from the excavated site and shall be secured against movement. (5)Any corrosion holes shall be plugged. (6)The tank shall be labeled with its former contents,present vapor state,vapor-freeing method,and a warning against reuse. (7)The tank shall be removed from the site promptly,prefer- ably the same day. 4.6.5.6 Temporary Storage of Removed Tanks.If it is neces- sary to temporarily store a tank that has been removed,it shall be placed in a secure area where public access is restricted.A 6mm (%in.)opening shall be maintained to avoid buildup of pressure in the tank. 4.6.5.7 Disposal of Tanks.Disposal of tanks shall meet the following requirements: (1)Before a wank is cut up for scrap or landfill,the atmo- sphere in the tank shall be tested in accordance with 4.6.5.4(4)to ensure that it is safe. (2)The tank shall be made unfit for further use by cutting holes in the tank heads and shell. 4.6.5.8 Documentation.All necessary documentation shall be prepared and maintained in accordance with all federal,state, and local rules and regulations. 4.6.5.9 Reuse of Underground Tanks.Only those used tanks that comply with the applicable sections of this code and are approved by the authority having jurisdiction shall be installed for flammable or combustible liquids service. 4.6.5.10 Change of Service of Underground Tanks.Tanks that undergo any change of stored product shall meet the require- ments of Section 4.2. 2003 Edition 4.6.6*Leak Detection and Inventory Records for Under- ground Tanks.Accurate inventory records or a leak detection program shall be maintained on all Class I liquid storage tanks for indication of possible leakage from the tanks or associated piping. 4.6.7 Tank Maintenance. 4.6.7.1*Each tank shall be inspected and maintained to ensure compliance with the requirements of this code.Testing require- ments for tanks shall be in accordance with Section 4.4. 4.6.7.2 Each tank shall be maintained liquidtight.Each tankthatisleakingshallbeemptiedofliquidorrepairedinaman-ner acceptable to the authority having jurisdiction. 4.6.7.3 Tanks that have been structurally damaged,have been repaired or reconstructed,or are suspected of leaking shall be tested in accordance with 4.4.1 or ina manner accept-able to the authority having jurisdiction. 4.6.7.4*Tanks and all tank appurtenances,including normal vents and emergency vents and related devices,shall be prop- erly maintained to ensure that they function as intended. 4.6.7.5 Openings for gauging on tanks storing Class I liquids shall be provided with a vaportight cap or cover.Such covers shall be closed when not gauging. Chapter 5 Piping Systems 5.1 Scope. 5.1.1 This chapter shall apply to piping systems consisting of pipe,tubing,flanges,bolting,gaskets,valves,fittings,flexible connectors,the pressure-containing parts of other compo- nents such as expansion joints and strainers,and devices that serve such purposes as mixing,separating,snubbing,distribut- ing,metering,controlling flow,or secondary containment of liquids and associated vapors. 5.1.2 This chapter shall not apply to any of the following: (1)Tubing or casing on any oil or gas wells and any piping connected directly thereto (2)Motor vehicles,aircraft,boats,or piping that are integral to a stationary cngine assembly (3)Piping within the scope of any applicable boiler and pres- sure vessel code 5.2 General Requirements. 5.2.1 Performance Standards.The design,fabrication,assem- bly,test,and inspection of piping systems shall be suitable for the expected working pressures and structural stresses.CompliancewithapplicablesectionsofASMEB31,CodeforPressure Piping,andtheprovisionsofthischaptershallbeconsideredprimafacie evidence of compliance with the foregoing provisions. 5.2.2 Tightess of Piping.Piping systems shall be maintained liquidtight.A piping system that has leaks that constitute a hazard shall be emptied of liquid or repaired in a manneracceptabletotheauthorityhavingjurisdiction. 5.3 Materials for Piping Systems. 5.3.1 Material Specifications.Pipe,valves,faucets,couplings, flexible connectors,fittings,and other pressure-containing parts shall meet the material specifications and pressure and temperature limitations of ASME B31,Code for Pressure Piping, except as provided for in 5.3.2,5.3.3,and 5.3.4. Code Requirements for ASTs at Motor Vehicle-Dispensing Stations This table compares aboveground storage tank requirements in the 2008 edition of NFPA 30A,and the 2009 International Fire Code (IFC).Please note that the 2006 NFPA 1 references the 2003 NFPA 30A for all its requirements relating to ASTs at Motor Fuel Dispensing Stations.These are the three (NFPA 30A,NFPA 1 (UFC)&IFC)most referenced national fire code requirements for aboveground storage tanks at motor vehicle fuel dispensing facilities.This table is a partial list of the differences and similarities between these Codes,and is not intended to be a replacement for these Codes. ApprovalGeneral-Provisions .eT;pains ane.'i ;f.Epis 2008 EDITION Aes, e The use of aboveground storage tanks at motor fuel dispensing facilities,fleet vehicle motor fuel dispensing facilities,and marine motor fuel dispensing facilities shall be permitted when installed in accordance with the requirements of Section 4.3 and with all applicable requirements of Chapters 21 through 23 and 27 of 2008 NFPA 30, and when the specific installation has been approved by the Authority Having Jurisdiction (AHJ) (30A,4.3.2.1) eT IFC Bt aes ;ag 2009 EDITION 4:2s Sas e When approved,aboveground tanks used for outside |outsideabovegroundstorageofmotorfuelsclassifiedas Class |,Il or III-A liquids shall be in accordance with Chapter 34 (Flammable and Combustible Liquids Chapter)and as provided by Section 2206.2.3. e Outside storage of Class |liquid fuels shall be in Protected aboveground tanks.Requires listing and labeling for tanks (IFC,2206.2.3(1)) e Outside storage of Class Il or IIIA liquid fuels shall be in Protected aboveground tanks,or when approved by the AHJ,other aboveground tanks that comply with Chapter 34 (IFC,2206.2.3(2)) «Protected aboveground tank separation requirements are listed in Table 2206.2.3. Aboveground tanks are allowed in vaults aboveground or below grade (IFC,2206.2.4) «Special enclosures for tanks are allowed to overcome impractical conditions (IFC,2206.2.6) Terminology e Fire-Resistant Tank.An atmospheric aboveground storage tank with thermal insulation that has been evaluated for resistance to physical damage and for limiting the heat transferred to the primary tank when exposed to a hydrocarbon pool fire and is listed in accordance with UL 2080 or an equivalent test procedure.(30,3.3.47.3 &30A,3.3.15.2) e Protected Aboveground Tank.An atmospheric aboveground storage tank with integral secondary containment and thermal insulation that has been evaluated for resistance to physical damage and for limiting the heat transferred to the primary tank when exposed to a hydrocarbon pool fire and is listed in accordance with ANSI/UL 2085,or an equivalent test procedure.(30,3.3.47.1.1 &30A,3.3.15.4) e Vault:The vault must be liquid tight and designed to withstand loading from soil,water,traffic,etc.Vaults shall be provided with approved vapor &liquid detection systems,including on-site audible &visual warning devices with battery backup (30A,4.3.3.through 4.3.3.9)Vaults with Class |liquids require exhaust ventilation.(30A,4.3.3.5)° e Protected Aboveground Tank:A listed tank system consisting of a primary tank provided with protection from physical damage and fire resistive protection from a high intensity liquid pool fire exposure.The tank system may provide these protection elements as a unit or may be an assembly of components or a combination thereof.(IFC,3404.2.1) e Special Enclosures:Enclosures constructed inaccordancewithSection2206.2.67 e Vaulted Tank:Vaults shall be listed in accordance with UL 2245 or,when approved,constructed on-site in accordance with the International Building Code,Section 1707.The design shall bear the stamp of a Professional Engineer.Special inspections are required.IFC Section 3404.2.8.2 sets out 17 conditions of vaulted tank compliance.Vaults with Class |liquids require exhaust ventilation. See Approval/General Provisions.NFPA 30 provides additional requirements on aboveground tank systems for the control of spillage,normal and emergency venting,corrosion control,tank construction,supports and foundation,flooding,and testing and maintenance. Fuel dispensing systems are to be installed in accordance with Chapter 22,which incorporates all the motor fuel dispensing facilities controls.Tank installations are to be in accordance with Chapter 34 as modified by Chapter 22. September 2009 Code Requirements for ASTs at Motor Vehicle-Dispensing Stations -Page 2 of 4 Pages (MaximumCapacities arated e Tanks storing Class |and Class tI liquids at an individual site:12,000 gal individual and 48,000 galaggregate(30A,4.3.2.3)' e Tanks storing Class I!and Class II liquids at fleet vehicle motor fuel dispensing facilities:20,000 gallon individual and 80,000 gallon aggregate (30A,4.3.2.5) Individual tanks in vaults may store up to 15,000 gallons (30A,4.3.2.3) Protected Aboveground Steel Tanks:(Gallons) 6,000 individual for Class |liquids,with reduced separation requirements (IFC,Table 2206.2.3); 12,000 individual,48,000 aggregate for Class |,Il or III-A liquids.(IFC,2206.2.3 (3)) Vaults at Public Motor Fuet Dispensing Facilities:15,000 individual,48,000 aggregate. (IFC,2206.2.4.1} Vaults at Fleet Vehicle Motor Fuel Dispensing Facilities:20,000 individual, 80,000 aggregate.(IFC,2206.2.4.2) Special Enclosures:6,000 individual,18,000 aggregate.(IFC,2206.2.6(6)) Other Aboveground Tanks:When approved by the AHJ,tanks shall comply with Chapter 34. Capacities same as for protected tanks noted above (IFC,2208.2.3 (2)&(3)) Overfill/Spill [Prevention e Overfill -alarm at 90%capacity,automatic shut-off at 98%or restricted flow at 95%capacity(30A,4.3.6.3)* e Means to determine liquid level shall be accessible to delivery operator (30A,4.3.6.2) Spill Containers,5 gallons (IFC,2206.6.2.6) Protected and Vaulted Tanks:Overfill:Alarm at 90%,Shut-off at 95%,or reduce flow rate to not overfill for 30 minutes and provide auto-shut-off prior to wetting tank top fittings (IFC,3404.2.9.6.6) Aboveground Steel Tanks:Overfill:an approved means or method shall be provided (such as Section IFC,3404.2.9.6.8) Physical Protection ia e 6'high security fence located at least 10'from tank and a gate properly secured against unauthorized entry (30A,4.3.7.1) e When required,provide protection against vehicular collision by suitable barriers,such as 4"diameter steel pipe filled with concrete set 3'deep ina concrete footing and spaced no more than 4'apart (30A,4.3.7.1 through 4.3.7.2) ASTs shall be safeguarded from public access in an approved manner (IFC,2206.3) Impact protection required by system design, barriers or posts.Steel posts of 4"diameter, concrete filled,spaced 4'on centers,3'deep in concrete,protruding 3'above grade,set 3'from the protected object.Barriers a minimum of 3'high, resisting 12,000 pounds of force. (IFC,3404.2.9.6.5 &312) Secondary Containment e Secondary containment tanks may be used to provide spill control,in addition to diking or remote impounding.Section 22.11.4.1 of 2008 NFPA 30 limits such a tank to a max.of 12,000 gallons for Class |liquids,and to a max.of 20,000 gallons for Class Il &IIA liquids. e Means shall be provided to prevent release of liquid by siphon flow (30A,4.3.6.4 &30,22.11.4.3) e All pipe connections shall be made above the normal maximum liquid level (30A,4.3.6.1) e Means to determine the level of liquid during deliveries (30,22.11.4.2 through 22.11.4.4)and to meet spill prevention requirements are noted herein e Enclosed secondary containment shall be providedwithemergencyvents5(30,22.11.4.8) e The interstitial space shall be tested with air pressure or vacuum to assure integrity (30,21.5.2) Aboveground Tanks:Section 2206.5 refers to Chapter 34 for drainage control or diking.Not required for listed secondary containment tanks. Enclosed secondary containment required to have emergency venting. Drainage and Diking:Section 3404.2.10 Required around a tank or group of tanks to preventaccidentaldischargefromendangeringadjacent tanks,adjoining property or waterways.Waivers allowed for special features. Protected Tanks:Section 3404.2.9.6.4 Protected aboveground tanks shall be provided with secondary containment,drainage control or diking. A means shall be provided to establish the integrity of the secondary containment in accordance with NFPA 30. September 2009 Code Requirements for ASTs at Motor Vehicle-Dispensing Stations -Page 3 of 4 Pages Separation e Protected Tank,less than 6000 gallons:e Aboveground Tank:100'to property line which canDistance15'from property line be built upon;50'to building on same property, Bl 5'from building or public way dispenser,or nearest side of public way. 3'between each tank e Protected Tank,less than or equal to 6,000 0'from fuel dispensers gallons:5'to building on same property,or public e Protected Tank,more than 6,000 gallons:way;15'to property line which can be built upon;25' 25'from property line to fuel dispenser;0'to fuel dispenser at fleet vehicle 15'from building or public way stati 3'between each tank e Protected Tank,greater than 6000 gallons:15'to 0'from fuel dispensers building on same property,or public way;25'toeVaultedTank:'0-15,000 gal.Individual tank property line which can be built upon,or to fuel capacity dispenser,0'to fuel dispenser at fleet vehicle e Fire-Resistant Tank:station. 50'from property line e Vaulted Tanks':0-15,000 gal.Class |and I!liquids 4 25'from building or public way and 0-20,000 Class II and III-A liquids at fleets. E 3'between each tank e All tanks:3'between tanks,except that for vaulted25'from fuel dispensers 8 tanks,each vaulted tank is required to be in a e Other tanks meeting the requirements of NFPA separate compartment,100'between maximum 30:allowable aggregate capacity groups. 100'from property line (IFC,2206.2.3 (3)) 50'from building or public way (IFC,Table 2206.2.3) 3'between each tank,except that for vaulted tanks, .each vaulted tank is required to be in a separate E compartment. 50'from fuel dispensers ;(30A,Table 4.3.2.4) Piping e¢Openings in tank shall be located above the All Aboveground Tanks (IFC,2206.6): :maximum liquid level (30A,4.3.6.1)e Openings in tank top only (IFC,2206.6.2.1) e Provide means to prevent release of liquid by e Anti-siphon device required (IFC,2206.6.2.4) siphon flow (30A,4.3.6.4)e Corrosion and galvanic protection (IFC,3403.6.5) q e Shut-off and check valves require pressure relief e Piping supports (IFC,3403.6.8) :devices generated by thermal expansion e Pipe joints (IFC,3403.6.10) (30A,4.3.6.5) e Pipe shall be protected from physical damage Bo UB (30A,5.2.2) Dispensers e Unless all piping is visible,listed pressure pump e Unless all piping is visible,listed pressure pump4shallhavealistedleakdetectiondeviceinstalledonshallhavealistedleakdetectiondeviceinstalled on|:its discharge side (30A,6.4.1 &6.4.2)its discharge side (IFC,2206.7.7.1) e Fuel shall not be dispensed from the tank by either e Fuel shall not be dispensed from the tank by either gravity flow or pressurization of the tank gravity flow or pressurization of the tank (30A,4.3.6.6)(IFC,2206.7.8) e With pressurized systems,a listed,rigidly anchored e Provide an approved automatic emergency shut-offemergencyshut-off valve,incorporating a fusible valve to close in the event of a fire or impact in the link or other thermally actuated devise,shall be liquid supply line at the base of each dispenser installed (30A,6.3.9)supplied by a remote pump (IFC,2206.7.4)BE:e With suction systems where a gravity head is produced on the dispensing device,a listed vacuum-actuated shut-off valve with a shear section or equivalent valve,shall be installed directly under 7 dispensing device (30A,6.3.10) Tank Fillin e Separation of delivery vehicle by 25'for Class |and e Fill pipe provided with a means of direct,closed Operations,©-15'for Class Il or Class III liquids connection -e No minimum separation required for tanks that are (IFC,2205.1.3,3404.2.9.6.7 &3406.6.1.10) filled by gravity e Delivery vehicles positioned a minimum of 25'from e Liquid tight connections required the receiving tank during delivery of Class|liquids e Delivery must meet applicable requirements of and 15'for Class II or III-A Liquids IFC,2205.1.1). NFPA 385 (30A,9.2.2.1,9.2.2.2 &9.2.2.5 through 9.2.2.5.2) September 2009 Code Requirements for ASTs at Motor Vehicle-Dispensing Stations -Page 4 of 4 Pages 'Miscellaneous |e Requirements for fuel dispensing devices ¢Detailed construction documents and site plan"8 F (30A,Chapter 6),electrical equipment required.Requirements for listed pumps,fuel (30A,Chapter 8),vapor recovery and processing dispenser,installment,nozzle,hose length, systems (30A,5.7 &Chapter 10),and operational emergency disconnect switch and valves, requirements (30A,Chapter 9)breakaway devices,vapor recovery and electrical e Testing provisions for all piping and secondary equipment,operational requirements and signage. containment piping (30A,5.4)Corrosion protection requirements for tanks and e Listed automatic-close nozzles required (30A,6.6)piping subject to external corrosion. e Accurate inventory control records shall be e Requirements for the design,construction and maintained and reconciled (30A,9.2.1)maintenance of motor vehicle fuel-dispensing e Periodic testing,maintenance,inspection,and stations dispensing alcohol blended fuels (2206.8) repair of aboveground storage tanks (30,21.5,21.8,&22.17) e Ateach entry point into the vault,a warning sign a indicating the need for procedures for safe entry into E confined spaces shall be posted.Each entry point :shall be secured against unauthorized entry and aan |vandalism (30,25.3.1.9) Footnotes: 1.Section 4-3.2.7 of NFPA 30A enables existing tanks up to 6,000 gallons to be used at private fleet facilities,provided the tank complies with NFPA 30.New installations must follow Section 4.3 of NFPA 30A. 2.Special enclosures maximum capacities are 6,000 gallons individual and 18,000 gallons aggregate. 3.Vaults with Class I liquid storage shall be ventilated at a rate greater than 1 cfm per square foot of floor area,but not less than 150 cfm. 4.This provision is required on ASTs dispensing fuels and on secondary containment type tanks when provisions of 22.11.4through22.11.4.10 (Alarm at 90%&stop flow at 95%)of 2008 NFPA 30 are met for control of spillage.5.Emergency vents are also required for each a)tank compartment,b)an enclosed space of a closed top dike construction,and c) other spaces or enclosed volumes,such as those intended for insulation,membranes or weather shields that can contain liquid because of a leak from the primary vessel and can inhibit venting during exposure.(30,22.7.1.1 through 22.7.1.1.3) 6.At fleet vehicle motor fuel dispensing facilities,no minimum separation is required between the dispensing device and protected tank or fire-resistant tank.(30A,4.3.2.6) 7.0'separation distances for vaults.Separate vaulted compartments are required for each tank.Adjacent vaults are permitted to share a common wall.(30A,Table 4.3.2.4 &Sec.4.3.3.3.1.3) NFPA 30A_{National Fire Protection Association Standard 30A,2008 Edition, Code for Motor Fuel Dispensing Facilities and Repair Garages NFPA 30 National Fire Protection Association Standard 30,2008 Edition, Flammable and Combustible Liquids Code NFPA 1 National Fire Protection Association Standard 1,2006 Edition,Uniform Fire Code™.Please note that this edition refers to the 2003 NFPA 30A for all its requirements relating to ASTs at Motor Fuel Dispensing Stations IFC international Fire Code,2009 Edition Table was compiled by STI with the help and guidance from: Marshall Klein of Marshall A.Klein &Associates,Inc.,Eldersburg,MD and Jeff Shapiro of International Code Consultants,Austin,TX September 2009 CHAPTER 22 MOTOR FUEL-DISPENSING FACILITIES AND REPAIR GARAGES SECTION 2201 GENERAL 2201.1 Scope.Automotive motor fuel-dispensing facilities, marine motor fuel-dispensing facilities.fleet vehicle motor fuel-dispensing facilities.aircraft motor-vehicle fuel-dispens- ing facilities and repair garages shall be in accordance with this chapter and the International BUilding Code.International Fuel Gas Code and International Mechanical Code.Such operations shall include both those that are accessible to the public and private operations. 2201.2 Permits.Permits shall be required as set forth in Sec- tion 105.6. 2201.3 Construction documents.Construction documents shall be submitted for review and approval prior to the installa- tion or construction of automotive,marine or flect vehicle motor fuel-dispensing facilities and repair garages in accor- dance with Section 105.4. 2201.4 Indoor motor fucl-dispensing facilitics.Motor fuel-dispensing facilities located inside buildings shall comply with the Jnternational Building Code and NFPA 30A. 2201.4.1 Protection of floor openings in indoor motor fucl-dispensing facilities.Where motor fuel-dispensing facilities are located inside buildings and the dispensers are located above spaces within the building,openings beneath dispensers shall be sealed to prevent the flow ofleaked fuel to lower building spaces. 2201.5 Electrical.Electrical wiring and equipment shall be suitable for the locations in which they are installed and shall comply with Section 605,NFPA 30A and NFPA 70. 2201.6 Heat-producing appliances.Heat-producing appli- ances shall be suitable for the locations in which they are installed and shall comply with NFPA 30A and the /nterna- tional Fuel Gas Code or the International Mechanical Code. SECTION 2202 DEFINITIONS 2202.1 Definitions.The following words and terms shall,for the purposes of this chapter and as used elsewhere in this code. have the meanings shown herein. AIRCRAFT MOTOR-VEHICLE FUEL-DISPENSING FACILITY.That portion of property where flammable or combustible liquids or gases used as motor fuels are stored and dispensed from fixed automotive-type equipment into the fuel tanks ofaircraft. ALCOHOL BLENDED FUELS.Alcohol blended fuels, including those containing 85-percent ethanol and IS-percent unleaded gasoline (E85).are flammable liquids consisting of ethanol or other alcohols blended greater than 15 percent by volume. 2008 INTERNATIONAL FIRE CODE® AUTOMOTIVE MOTOR FUEL-DISPENSING FACIL- ITY.That portion of property where flammable or combustible liquids or gases used as motor fuels are stored and dispensed from fixed equipment into the fuel tanks of motor vehicles. DISPENSING DEVICE,OVERHEAD TYPE.A dispens- ing device that consists of one or more individual units intended for installation in conjunction with each other, mounted above a dispensing area typically within the motor fuel-dispensing facility canopy structure,and characterized by the use of an overhead hose reel. FLEET VEHICLE MOTOR FUEL-DISPENSING FACILITY.That portion ofa commercial,industrial,govern- mental or manufacturing property where liquids used as fuels are stored and dispensed into the fuel tanks of motor vehicles that are used in connection with such businesses.by persons within the employ of such businesses. LIQUEFIED NATURAL GAS (LNG).A fluid in the liquid state composed predominantly ofmethane and which may con- tain minor quantities of ethane.propane,nitrogen or other components normally found in natural gas. MARINE MOTOR FUEL-DISPENSING FACILITY.That portion of property where flammable or combustible liquids or gases used as fuel for watercraft are stored and dispensed from fixed equipment on shore,piers,wharves,floats or barges into the fuel tanks of watercraft and shall include all other facilities used in connection therewith. REPAIR GARAGE.A building,structure or portion thereof used for servicing or repairing motor vehicles. SELF-SERVICE MOTOR FUEL-DISPENSING FACIL- IVY.That portion of motor fuel-dispensing facility where lig- uid motor fuels are dispensed from fixed approved dispensing equipment into the fuel tanks of motor vehicles by persons other than a motor fucl-dispensing facility attendant. SECTION 2203 LOCATION OF DISPENSING DEVICES 2203.1 Location of dispensing dsevices.Dispensing devices shall be located as follows: 1.Ten feet (3048 mm)or more from Jor lines. 2.Ten feet (3048 mm)or more from buildings having com- bustible exterior wall surfaces or buildings having noncombustible exterior wall surfaces that are not part of a I-hour fire-resistance-rated assembly or buildings hav- ing combustible overhangs. Exception:Canopies constructed in accordance with the International Building Code providing weather protection for the fuel islands. 3.Such that all portions of the vehicle being fueled will be on the premises of the motor fuel-dispensing facility. 209 MOTOR FUEL-DISPENSING FACILITIES AND REPAIR GARAGES 4.Such that the nozzle,when the hose is fully extended, will not reach within 5 feet (1524 mm)ofbuilding open- ings. 5.Twenty feet (6096 mm)or more from fixed sources of ignition. 2203.2 Emergency disconnect switches.An approved, clearly identified and readily accessible emergency disconnect switch shall be provided at an approved location,to stop the transfer of fuel to the fuel dispensers in the event ofa fuel spill or other emergency.An emergency disconnect switch for exte- rior fuel dispensers shall be located within 100 feet (30 480 min)of,but not less than 20 feet (6096 mm)from.the fuel dis- pensers.For interior fucl-dispensing operations,the emer- gency disconnect switch shall be installed at an approved location.Such devices shall be distinctly /abeled as;EMER- GENcy FUEL SHUTOFF.Signs shall be provided in approved locations. SECTION 2204 DISPENSING OPERATIONS 2204.1 Supervision of dispensing.The dispensing of fuel at motor fuel-dispensing facilities shall be conducted by a quali- fied attendant or shall be under the supervision ofa qualified attendant at all times or shall be in accordance with Section 2204.3. 2204.2 Attended self-service motor fuel-dispensing facili- tics.Attended self-service motor fuel-dispensing facilitics shall comply with Sections 2204.2.1 through 2204.2.5. Attended self-service motor fuel-dispensing facilities shall have at least one qualified attendant on duty while the facility is open for business.The attendant's primary function shall be to supervise.observe and control the dispensing of fuel.The attendant shall prevent the dispensing of fuel into containers that do not comply with Section 2204.4.1.control sources of ignition,give immediate attention to accidental spills or releases,and be prepared to use fire extinguishers. 2204.2.1 Special-type dispensers.Approved special-dis- pensing devices and systems such as,but not limited to. card-or coin-operated and remote-preset types,are allowed at motor fucl-dispensing facilities provided there is at least one qualified attendant on duty while the facility is open to the public.Remote preset-type devices shall be set in the "off"position while not in use so that the dispenser cannot be activated without the knowledge of the attendant. 2204.2.2 Emergency controls.Approved emergency con- trols shall be provided in accordance with Section 2203.2. 2204.2.3 Operating instructions.Dispenser operating instructions shall be conspicuously posted in approved locations on every dispenser. 2204.2.4 Obstructions to view.Dispensing devices shall be in clear view of the attendant at all times.Obstructions shall not be placed between the dispensing area and the attendant. 2204.2.5 Communications.The attendant shall be able to communicate with persons in the dispensing area at all 210 times.An approvedmethod of communicating with the fire department shall be provided for the attendant. 2204.3 Unattended seli-service motor fucl-dispensing facil- ities.Unattended self-service motor fuel-dispensing facilities shall comply with Sections 2204.3.1 through 2204 .3.7. 2204.3.1 General.Where approved.unattended self-ser- vice motor fuel-dispensing facilities are allowed.As a con- dition of approval,the owver or operator shall provide,and be accountable for.daily site visits,regular equipment inspection and maintenance, 2204.3.2 Dispensers.Dispensing devices shall comply with Section 2206.7.Dispensing devices operated by the insertion of coins or currency shall not be used unless approved. 2204.3.3 Emergency controls.4pproved emergency con- trols shall be provided in accordance with Section 2203.2. Emergency controls shall be ofa type which is only manu- ally resettable. 2204.3.4 Operating instructions.Dispenser operating instructions shall be conspicuously posted in approved locations on every dispenser and shall indicate the location ofthe emergency controls required by Section 2204.3.3. 2204.3.5 Emergency procedures.An approved emer- gency procedures sign,in addition to the signs required by Section 2205.6,shall be posted in a conspicuous location and shall read: IN CASE OF FIRE,SPILL OR RELEASE 1.USE EMERGENCY PUMP SHUTOFF 2,REPORT THE ACCIDENT! FIRE DEPARTMENT TELEPHONE NO. FACILITY ADDRESS 2204.3.6 Communications.A telephone not requiring a coin to operate or other approved,clearly identified means to notify the fire department shall be provided on the site ina location approved by the fire code official. 2204.3.7 Quantity limits.Dispensing equipment used at unsupervised locations shall comply with one of the follow- ing: |}.Dispensing devices shall be programmed or set to limit uninterrupted fuel delivery to 25 gallons (95 L) and require a manual action to resume delivery. 2.The amount offuel being dispensed shall be limited in quantity by a preprogrammed card as approved. 2204.4 Dispensing into portable containers.The dispensing of flammable or combustible liquids into portable approved containers shall comply with Sections 2204.4.1 through 2204.4.3. 2204.4.1 Approved containers required.Class I,IT and IIA liquids shall not be dispensed into a portable container unless such container does not exceed a 6-gallon (22.7 L) capacity,is Jistedor of approved material and construction, and has a tight closure with a screwed or spring-loaded cover so designed that the contents can be dispensed with- 2009 INTERNATIONAL FIRE CODE® out spilling.Liquids shall not be dispensed into portable or cargo tanks. 2204.4.2 Nozzle operation.A hose nozzle valve used for dispensing Class |liquids into a portable container shall be in compliance with Section 2206.7.6 and be manually held open during the dispensing operation. 2204.4.3 Location of containers being filled.Portable containers shall not be filled while located inside the trunk, passenger compartment or truck bed ofa vehicle. SECTION 2205 OPERATIONAL REQUIREMENTS 2205.1 Tank filling operations for Class I.H or IITA liquids. Delivery operations to tanks for Class I,II or HA liquids shall comply with Sections 2205.1.1 through 2205.1.3 and the appli- cable requirements of Chapter 34. 2205.1.1 Delivery vehicle location.Where liquid delivery to above-ground storage tanks is accomplished by posi- tive-pressure operation,tank vehicles shall be positioned a minimum of25 feet (7620 mm)from tanks receiving Class I liquids and 15 feet (4572 mm)from tanks receiving Class IT and HIA liquids. 2205.1.2 Tank capacity calculation.The driver,operator or attendant ofa tank vehicle shall,before making delivery to a tank,determine the unfilled,available capacity of such tank by an approved gauging device. 2205.1.3 Tank fill connections,Delivery of flammable liq- uids to tanks more than 1,000 gallons (3785 L)in capacity shall be made by means of approved liquid-and vapor-tight connections between the delivery hose and tank fill pipe. Where tanks are equipped with any type of vapor recovery system,all connections required to be made for the safe and proper functioning ofthe particular vapor recovery process shall be made.Such connections shall be made liquid and vapor tight and remain connected throughout the unloading process.Vapors shall not be discharged at grade level during delivery. 2205.2 Equipment maintenance and inspection.Motor fuel-dispensing facility equipment shall be maintained in proper working order at all times in accordance with Sections 2205.2.1 through 2205.2.5,. 2205.2.1 Inspections.Flammable and combustible liquid fuel-dispensing and containment equipment shall be peri- odically inspected where required by the fire code officialto verify that it is in proper working order and not subject to leakage. 2205.2.2 Repairs and service.The fire code official is authorized to require damaged or unsafe containment and dispensing equipment to be repaired or serviced in an approved manner including,but not limited to,equipment that shows signs of physical damage,internal and external corrosion,leakage,brittleness,aging or undue wear and tear, 2205.2.3 Dispensing devices.Where maintenance to Class I liquid dispensing devices becomes necessary and such 2009 INTERNATIONAL FIRE CODE® MOTOR FUEL-DISPENSING FACILITIES AND REPAIR GARAGES maintenance could allow the accidental release or ignition of liquid,the following precautions shall be taken before such maintenance is begun: 1,Only persons knowledgeable in performing the required maintenance shail perform the work.tw.Electrical power to the dispensing device and pump serving the dispenser shall be shut off at the main electrical disconnect panel.Nod.The emergency shutoff valve at the dispenser,where installed,shall be closed. 4.Vehicle traffic and unauthorized persons shail be pre- vented from coming within 12 feet (3658 mm)of the dispensing device. 2205,2.4 Emergency shutoff valves.Automatic emer- gency shutolf valves required by Section 2206.7.4 shall be checked not less than once per year by manually tripping the hold-open linkage. 2205.2.5 Leak detectors.Leak detection devices required by Section 2206.7.7.1 shall be checked and tested at least annually in accordance with the manufacturer's specifica- tions to ensure proper installation and operation. 2205.3 Spill control.Provisions shall be made to prevent liq- uids spilled during dispensing operations from flowing into buildings.Acceptable methods include.but shall not be limited to,grading driveways,raising doorsills or other approved means. 2205.4 Sources ofignition.Smoking and open flames shall be prohibited in areas where fuel is dispensed.The engines of vehicles being fueled shall be shut offduring fueling.Electrical equipment shall be in accordance with NFPA 70. 2205.5 Fire extinguishers.Approved portable fire extinguishers complying with Section 906 with a minimum rating of2-A:20-B:C shall be provided and located such that an extinguisher is not more than 75 feet (22860 mm)from pumps, dispensers or storage tank fill-pipe openings. 2205.6 Warning signs.Warning signs shall be conspicuously posted within sight of each dispenser in the fuel-dispensing area and shall!state the following: I.No smoking. .Shut off motor.weND.Discharge your static electricity before fueling by touch- ing a metal surface away from the nozzle. 4.To prevent static charge.do not reenter your vehicle while gasoline is pumping. 5.Ifa fire starts,do not remove nozzle-back away imme- diately. 6.It is unlawful and dangerous to dispense gasoline into unapproved containers. 7.No filling of portable containers in or on a motor vehicle. Place container on ground before filling. 2205.7 Control ofbrush and debris.Fenced and diked areas surrounding above-ground tanks shall be kept free from vege- 21 MOTOR FUEL-DISPENSING FACILITIES AND REPAIR GARAGES tation.debris and other material that is not necessary to the proper operation of the tank and piping system. Weeds,grass,brush,trash and other combustible materials shall be kept not less than 10 feet (3048 mm)from fuel-han- dling equipment. SECTION 2206 FLAMMABLE AND COMBUSTIBLE LIQUID MOTOR FUEL-DISPENSING FACILITIES 2206.1 General.Storage offlammable and combustible liq- uids shall be in accordance with Chapter 34 and Sections 2206.2 through 2206.6.3. 2206.2 Method ofstorage.Approved methods ofstorage for Class I,H and HIA liquid fuels at motor fuel-dispensing facili- tics shall be in accordance with Sections 2206.2.1 through 2206.2.5, 2206.2.1 Underground tanks.Underground tanks for the sto Ch rage of Class I.I and IIA liquid fuels shall comply with apter 34. 2206.2.1.1 Inventory control for underground tanks. Accurate daily inventory records shall be maintained and reconciled on underground fuel storage tanks for indica- tion of possible leakage from tanks and piping.The records shall be kept at the premises or made available for inspection by the fire code officiafwithin 24 hours of a written or verbal request and shall include records for each product showing daily reconciliation between sales.use.receipts and inventory on hand.Where there is more than one system consisting of tanks serving sepa- rate pumps or dispensers for a product.the reconciliation shall be ascertained separately for each tank system.A consistent or accidental loss of product shall be immedi- ately reported to the fire code official. 2206.2.2 Above-ground tanks located inside buildings. Above-ground tanks for the storage of Class I.H and IIA liquid fuels are allowed to be located in buildings.Such tanks shall be located in special enclosures complying with Section 2206.2.6.ina liquid storage room ora liquid storage warehouse complying with Chapter 34.or shall be listed and labeledas protected above-ground tanks. 2206.2.3 Above-ground tanks located outside.above gra de.Above-ground tanks shall not be used for the storage ofClass I,If or UIA liquid motor fuels except as provided by this section. 1.Above-ground tanks used for outside,above-grade storage of Class I liquids shall be fistedand labeledas protected above-ground tanks and be in accordance with Chapter 34.Such tanks shall be located in accor- dance with Table 2206.2.3. 2.Above-ground tanks used for above-grade storage of fodTABLE 2206.2.3 MINIMUM SEPARATION REQUIREMENTS FOR ABOVE-GROUND TANKS Class Il or INA liquids are allowed to be protected above-ground tanks or.when approved by the fire code official,other above-ground tanks that comply with Chapter 34.Tank locations shall be in accor- dance with Table 2206.2.3. .Tanks containing fuels shall not exceed 12,000 gal- lons (45 420 L)in individual capacity or 48.000 gal- lons (181 680 L)in aggregate capacity.Installations with the maximum allowable aggregate capacity shall MINIMUM DISTANCE MINIMUM DISTANCE FROM LOT LINE THAT IS OR CAN BE FROM NEAREST BUILT UPON,MINIMUM DISTANCE IMPORTANT MINIMUM DISTANCE INCLUOING THE FROM NEAREST INDIVIDUAL TANK |BUILDING ON SAME FROM NEAREST OPPOSITE SIDE OF SIDE OF ANY MINIMUM DISTANCE CLASS OF LIQUID CAPACITY PROPERTY FUEL DISPENSER A PUBLIC WAY PUBLIC WAY BETWEEN TANKS AND TANK TYPE (gallons)(feet)(feet)(feet){feet)(feet) Class I protected Less than or equal 5 35%15 5 3 above-ground to 6.006 tanks Greater than 6.000 15 254 25 15 3 Class I]and HE protected above-ground tanks Same as Class f Same as Class |Same as Class 1 Same as Class I Same as Class 1 Same as Class | Separate Tanks in vaults 0-20.000 Ob 0 Ob 0 compartmentrequiredforeach tank Other tanks All 50 50 100 50 3 For $1:1 foot =304.8 mm,I gallon =3.785 L. a.At fleet vehicle motor fuel-dispensing facilities,no minimum separation distance is required. b.Underground vaults shall be located such that they will not be subject to loading trom nearby structures,or they shall be designed to accommodate applied loads from existing or future structures that can be built nearby. 212 2009 INTERNATIONAL FIRE CODE® be separated from other such installations by not less than 100 feet G0 480 mm). 4.Tanks located at farms,construction projects,or rural areas shall comply with Section 3406.2. 2206.2.4 Above-ground tanks located in above-grade vaults or below-grade vaults.Above-ground tanks used for storage of Class I,Il or HIJA liquid motor fucls are allowed to be installed in vaults located above grade or below grade in accordance with Section 3404.2.8 and shall comply with Sections 2206.2.4.1 and 2206.2.4.2.Tanks in above-grade vaults shall also comply with Table 2206.2.3. 2206.2.4.1 Tank capacity limits.Tanks storing Class I and Class I]liquids at an individual site shalf be lim- ited to a maximum individual capacity of 15,000 gal- lons (56 775 L)and an aggregate capacity of 48.000 gallons (181 680 L). 2206.2.4.2 Fleet vehicle motor fuel-dispensing facili- ties.Tanks storing Class Hand Class HIA liquids at a fleet vehicle motor fuel-dispensing facility shall be lim- ited to a maximum individual capacity of 20,000 gallons (75 700 L)and an aggregate capacity of 80,000 gallons (302 800 1). 2206.2.5 Portable tanks.Where approvedby the fire code official,portable tanks are allowed to be temporarily used in conjunction with the dispensing of Class 1,IT or HIA liquids into the fuel tanks of motor vehicles or motorized equip- ment on premises not normally accessible to the public.The approval shall include a definite time limit. 2206.2.6 Special enclosures.Where installation oftanks in accordance with Section 3404.2.11 is impractical,or because ofproperty or building limitations,tanks for liquid motor fuels are allowed to be installed in buildings in special enclosures in accordance with all of the following: 1.The special enclosure shail be liquid tight and vapor tight.i).The special enclosure shall not contain backfill. .Sides.top and bottom of the special enclosure shall be of reinforced concrete at least 6 inches (152 mm) thick,with openings for inspection through the top only.bee4.Tank connections shall be piped or closed such that neither vapors nor liquid can escape into the enclosed space between the special enclosure and any tanks inside the special enclosure. 5.Means shall be provided whereby portable equipment can be employed to discharge to the outside any vapors which might accumulate inside the special enclosure should leakage occur. 6.Tanks containing Class I,I]or HIJA liquids inside a special enclosure shall not exceed 6.000 gallons (22 710 L)in individual capacityor 18.000 gallons (68 130 L)in aggregate capacity. 7.Each tank within special enclosures shall be sur- rounded by a clear space of not less than 3 feet (910 mm)to allow for maintenance and inspection. 2009 INTERNATIONAL FIRE CODE® MOTOR FUEL-DISPENSING FACILITIES AND REPAIR GARAGES 2206.3 Security.Above-ground tanks for the storage ofliquid motor fuels shall be safeguarded from public access or unau- thorized entry in an approved manner. 2206.4 Physical protection.Guard posts complying with Sec- tion 312 or other approved means shall be provided to protect above-ground tanks against impact by a motor vehicle unless the tank is /istedas a protected above-ground tank with vehicle impact protection. 2206.5 Secondury containment.Above-ground tanks shall be provided with drainage control or diking in accordance with Chapter 34.Drainage control and diking is not required for listed secondary containment tanks.Secondary containment systems shall be monitored either visually or automatically. Enclosed secondary containment systems shall be provided with emergency venting in accordance with Section 2206.6.2.5, 2206.6 Piping.valves.fittings and ancillary equipment for use with flammable or combustible liquids.The design.fab- rication.assembly.testing and inspection ofpiping,valves,fit- tings and ancillary equipment for use with Nammable or combustible liquids shall be in accordance with Chapter 34 and Sections 2206.6.1 through 2206.6.3. 2206.6.1 Protection from damage.Piping shall be located such that it is protected from physical damage. 2206.6.2 Piping,valves,fittings and ancillary equipment for above-ground tanks for Class I,I]and HIA liquids, Piping,valves,fittings and ancillary equipment for above-ground tanks shall comply with Sections 2206.6.2.1 through 2206.6.2.6. 2206.6.2.1 Tank openings.Tank openings for above-ground tanks shall be through the top only. 2206.6.2.2 Fill-pipe connections.The fill pipe for above-ground tanks shall be provided with a means for making a direct connection to the tank vehicle's fucl-delivery hose so that the delivery of fucl is not exposed to the open air during the filling operation. Where any portion of the fill pipe exterior to the tank extends below the level of the top of the tank,a check valve shall be installed in the fill pipe not more than 12 inches (305 mm)from the fill-hose connection. 22006.6.2.3 Overfill protection.Overfill protection shall be provided for above-ground flammable and combusti- ble liquid storage tanks in accordance with Sections 3404.2.7.5.8 and 3404.2.9.7.6. 2206.6.2.4 Siphon prevention.An approvedantisiphon method shall be provided in the piping system to prevent flow of liquid by siphon action. 2206.6.2.5 Emergency relief venting.Above-ground storage tanks.tank compartments and enclosed second- ary containment spaces shall be provided with emer- gency relief venting in accordance with Chapter 34. 2206.6.2.6 Spill containers.A spill container having a capacity of not less than 5 gallons (19 L)shall be pro- vided for each fill connection.For tanks with a top fill connection.spill containers shall be noncombustible and shall be fixed to the tank and equipped with a manual 213 MOTOR FUEL-DISPENSING FACILITIES AND REPAIR GARAGES drain valve that drains into the primary tank.For tanks with a remote fill connection,a portable spill container is allowed. 2206.6.3 Piping.valves,fittings and ancillary equipment for underground tanks.Piping.valves,fittings and ancil- lary equipment for underground tanks shall comply with Chapter 34 and NFPA 30A. 2206.7 Fuel-dispensing systems for flammable or combus- tible liquids.The design,fabrication and installation of fuel-dispensing systems for flammable or contbustible liquid fuels shall be in accordance with Sections 2206.7.1 through 2206.7.9.2.4.Alcohol blended fuel-dispensing systems shall also comply with Section 2206.8. 2206.7.1 Listed equipment.Electrical equipment,dispens- ers.hose,nozzles and submersible or subsurface pumps used in fuel-dispensing systems shall be listed 2206.7.2 Fixed pumps required.Class I and IT liquids shall be transferred from tanks by means offixed pumps designed and equipped to allow control of the flow and prevent leak- age or accidental discharge. 2206.7.3 Mounting ofdispensers.Dispensing devices. except those installed on top ofa protected above-ground tank that qualifies as vehicle-impact resistant,shall be pro- tected against physical damage by mounting on a concrete island 6 inches (152 mm)or more in height,or shall be pro- tected in accordance with Section 312.Dispensing devices shall be installed and securely fastened to their mounting surface in accordance with the dispenser manufacturer's instructions.Dispensing devices installed indoors shall be located in an approvedposition where they cannot be struck by an out-of-control vehicle descending a ramp or other slope. 2206.7.4 Dispenser emergency shutoff valve.An approved automatic emergency shutoff valve designed to close in the event ofa fire or impact shall be properly installed in the liquid supply line at the base ofeach dispenser supplied by a remote pump.The valve shall be installed so that the shear groove is flush with or within 1 inch (12.7 mm)ofthe top of the concrete dispenser island and there is clearance provided for maintenance purposes around the valve body and operating parts.The valve shall be installed at the liquid supply line inlet of each overhead-type dispenser.Where installed,a vapor return line located inside the dispenser housing shall have a shear section or approved flexible con- nector for the liquid supply line emergency shutoff valve to function.Emergency shutoff valves shall be installed and maintained in accordance with the manufacturer's instruc- tions,tested at the time of initial installation and at least yearly thereafier in accordance with Section 2205.2.4. 2206.7.5 Dispenser hose.Dispenser hoses shall be a maxi- mum of 18 feet (5486 mm)in length unless otherwise approved,Dispenser hoses shall be listed and approved. When not in use,hoses shail be reeled,racked or otherwise protected from damage. 2206.7.5.1 Emergency breakaway devices.Dispenser hoses for Class Land II liquids shall be equipped with a listed emergency breakaway device designed to retain 214 liquid on both sides ofa breakaway point.Such devices shall be installed and maintained in accordance with the manufacturer's instructions.Where hoses are attached to hose-retrieving mechanisms,the emergency breakaway device shall be located between the hose nozzle and the point of attachment of the hose-retrieval mechanism to the hose. 2206.7.6 Fuel delivery nozzles.A listed automatic-closing- type hose nozzle valve with or without a latch-open device shall be provided on island-type dispensers used for dis- pensing Class I,Hf or HIA liquids. Overhead-type dispensing units shall be provided with a listed automatic-closing-type hose nozzle valve without a latch-open device. Exception:A /istedautomatic-closing-type hose nozzle valve with latch-open device is allowed to be used on overhead-type dispensing units where the design of the system is such that the hose nozzle valve will close auto- matically in the event the valve is released from a fill opening or upon impact with a driveway. 2206.7.6.1 Special requirements for nozzles.Where dispensing of Class 1,II or HIA liquids is performed.a /istedautomatic-closing-type hose nozzle valve shall be used incorporating all of the following features: 1.The hose nozzle valve shall be equipped with an integral latch-open device.to.When the tlow of product is normally controlled by devices or equipment other than the hose nozzle valve.the hose nozzle valve shall not be capable of being opened unless the delivery hose is pressur- ized.If pressure to the hose is lost.the nozzle shall clase automatically. Exception:Vapor recovery nozzles incorporat- ing insertion interlock devices designed to achieve shutoffon disconnect from the vehicle fill pipe. 3.The hose nozzle shall be designed such that the nozzle is retained in the fill pipe during the filling operation. 4.The system shall include /isted equipment with afeaturethatcausesorrequirestheclosingofthe hose nozzle valve before the product flow can be resumed or before the hose nozzle valve can be replaced in its normal position in the dispenser. 2206.7.7 Remote pumping systems.Remote pumping sys- tems for liquid fuels shall comply with Sections 2206.7.7.1 and 2206.7.7.2. 2206.7.7.1 Leak detection.Where remote pumps are used to supply fuel dispensers,each pump shall have installed on the discharge side a listed leak detection device that will detect a leak in the piping and dispensers and provide an indication.A leak detection device is not required ifthe piping from the pump discharge to under the dispenser is above ground and visible. 2009 INTERNATIONAL FIRE CODE® MOTOR FUEL-DISPENSING FACILITIES AND REPAIR GARAGES 2206.7.7.2 Location.Remote pumps installed above grade.outside ofbuildings,shall be located not less than 10 feet (3048 mm)from lines of adjoining property that can be built upon and not less than 5 feet (1524 mm)from 2206.7.9.1.5 Testing.Vapor return lines and vent pip-any building opening.Where an outside pump location is ine shall be tested in accordance with Sectionimpractical,pumps are permitted to be installed inside 3403.6.3.buildings as provided for dispensers in Section 2201.4 and Chapter 34.Pumps shall be substantially anchored and protected against physical damage. the base of each dispensing device.The shear joint shall be mounted flush with the top of the surface on which the dispenser is mounted, 2206.7.9.2 Vapor-processing systems.Vapor-process- ing systems shall comply with Sections 2206.7.9.2.1 ....through 2206.7.9.2.4.2206.7.8 Gravity and pressure dispensing.Flammable liquids shall not be dispensed by gravity from tanks,drums, barrels or similar containers.Flammable or combustible liq- vids shall not be dispensed by a device operating through pressure within a storage tank.drum or container. 2206.7.9.2.1 Equipment.Equipment in vapor-pro- cessing systems.including hose nozzle valves,vapor pumps,flame arresters,fire checks or systems for pre- vention offlame propagation,controls and vapor-pro- cessing equipment,shall be individually /istedfor the2. recovery fapor-processing systems.:.ge2206.7.9 Vapor-recovery and vapor-processing systems.intended use in a specified manner.Vapor-recovery and vapor-processing systems shall be in accordance with Sections 2206.7.9.1 through 2206.7.9.2.4.Vapor-processing systems that introduce air into 2206.7.9.1 Wapor-balance systems.Vapor-balance sys- tems shall comply with Sections 2206.7.9.1.1 through 2206.7.9.1.5. 2206.7.9.1.1 Dispensing devices.Dispensing devices incorporating provisions for vapor recovery shall be Jisted and labeled.When existing /isted or labeled dispensing devices are modified for vapor recovery,such madifications shall be /istedby report by a nationally recognized testing laboratory.The list- ing by report shall contain a description ofthe compo- nent parts used in the modification and recommended method of installation on specific dispensers.Such report shall be made available on request ofthe fire code official. Means shall be provided to shut down fuel dispens- ing in the event the vapor return line becomes blocked. 2206.7.9.1.2 Vapor-return line closeoff.An accept- able method shall be provided to close off the vapor return line from dispensers when the product is not being dispensed. 2206.7.9.1.3 Piping.Piping in vapor-balance systems shall be in accordance with Sections 3403.6.3404.2.9 and 3404.2.11.Nonmetallic piping shall be installed in accordance with the manufacturer's installation instructions. Existing and new vent piping shall be in accor- dance with Sections 3403.6 and 3404.2.Vapor return piping shall be installed in a manner that drains back to the tank,without sags or traps in which liquid can become trapped.If necessary,because ofgrade,con- densate tanks are allowed in vapor return piping.Con- densate tanks shall be designed and installed so that they can be drained without opening. 2206.7.9.1.4 Flexiblejoints and shearjoints.Flexi- blejoints shall be installed in accordance with Section 3403.6.9. An approvedshearjoint shall be rigidly mounted and connected by a union in the vapor return piping at 2009 INTERNATIONAL FIRE CODE® the underground piping or storage tanks shall be pro- vided with equipment for prevention of flame propa- gation that has been tested and Hstedas suitable for the intended use. 2206.7.9.2.2 Location.Vapor-processing equipment shall be located at or above grade.Sources of ignition shall be located not less than 50 feet (15 240 mm) from fuel-transter areas and not less than {8 inches (457 mm)above tank fill openings and tops of dis- penser islands.Vapor-processing units shall be located not less than 10 feet (3048 mm)from the near- est building or /otline ofa property which can be built upon. Exception:Where the required distances to build- ings,/ot lines or fuel-transfer areas cannot be obtained,means shall be provided to protect equipment against fire exposure.Acceptable means shall include but not be limited to: 1,Approved protective enclosures.which extend at least 18 inches (457 mm)above the equipment,constructed of fire-resistant or noncombustible materials:or 2.Fire protection using an approved water- spray system. Vapor-processing equipment shall be located a minimum of 20 feet (6096 mm)from dispensing devices.Processing equipment shall be protected against physical damage by guardrails,curbs,protec- tive enclosures or fencing.Where approved protec- tive enclosures are used,approved means shall be provided to ventilate the volume within the enclosure to prevent pocketing of flammable vapors. Where a downslope exists toward the location of the vapor-processing unit from a fuel-transfer area, the fire code officialis authorized to require additional separation by distance and height. 2206.7.9.2.3 Installation.Vapor-processing units shall be securely mounted on concrete,masonry or structural steel supports on concrete or other noncombustible foundations.Vapor-recovery and MOTOR FUEL-DISPENSING FACILITIES AND REPAIR GARAGES vapor-processing equipment is allowed to be installed on roots when approved. 2206.7.9.2.4 Piping.Piping in a mechanical-assist system shall be in accordance with Sections 3403.6. 2206.8 Alcohol blended fuel-dispensing operations.The design,fabrication and installation ofalcohol blended fuel-dis- pensing systems shall also be in accordance with Section 2206.7 and Sections 2206.8.1 through 2206.8.5. 2206.8.1 Approval ofequipiment.Dispensers,hoses,noz- zles,breakaway fittings.swivels,flexible connectors or dis- penser emergency shutoff valves,vapor recovery systems and pumps used in alcohol blended fuel-dispensing systems shall be listedor approvedtor the specific purpose. 2206.8.2 Change ofsystem contents.Fuel-dispensing sys- tems subject to change in contents from gasoline to alcohol blended fucls shall be subject to fire code officialreview and approval prior to commencing dispensing operations. 2206.8.3 Facility identification.Facilitics dispensing alco- hol blended fuels shall be identified by an approvedmeans. 2206.8.4 Marking.Dispensers shall be marked in an approved manner to identify the types ofalcohol blended fuels to be dispensed. 2206.8.5 Maintenance and inspection.Equipment shall be maintained and inspected in accordance with Section 2205.2. SECTION 2207 LIQUEFIED PETROLEUM GAS MOTOR FUEL-DISPENSING FACILITIES 2207.1 General.Motor fuel-dispensing facilities for liquefied petroleum gas (L.P-gas)fuel shall be in accordance with this section and Chapter 38. 2207.2 Approvals.Storage vessels and equipment used for the storage or dispensing of LP-gas shall be approvedor listedin accordance with Sections 2207.2.1 and 2207.2.2. 2207.2.1 Approved equipment.Containers,pressure relief devices (including pressure relief valves),pressure regula- tors and piping for LP-gas shall be approved. 2207.2.2 Listed equipment.Hoses.hose connections. vehicle fuel connections.dispensers,LP-gas pumps and electrical equipment used for L.P-gas shall be listed 2207.3 Attendants.Motor fuel-dispensing operations for LP-gas shall be conducted by qualified attendants or in accor- dance with Section 2207.6 by persons trained in the proper handling ofL.P-gas. 2207.4 Location of dispensing operations and equipment. In addition to the requirements ofSection 2206.7,the point of transfer for L.P-gas dispensing operations shall be 25 feet (7620 mm)or more from buildings having combustible exterior wall surfaces.buildings having noncombustible exterior wall sur- faces that are not part ofa [-hour fire-resistance-rated assem- bly,or buildings having combustible overhangs,/ot lines of property which could be built on,public streets,or sidewalks and railroads:and at least 10 feet (3048 mm)from driveways 216 and buildings having noncombustible exterior wall surfaces that are part ofa fire-resistance-rated assembly having a rating of |hour or more. Exception:The point of transfer for LP-gas dispensing operations need not be separated fram canopies that are con- structed in accordance with the /nternational Building Code and which provide weather protection for the dispensing equipment. LP-gas containers shall be located in accordance with Chap- ter 38.LP-gas storage and dispensing equipment shall be located outdoors and in accordance with Section 2206.7. 2207.5 Installation ofLP-gas dispensing devices and equip- ment.The installation and operation of LP-gas dispensing sys- tems shall be in accordance with Sections 2207.5.1 through 2207.5.3 and Chapter 38.1-P-gas dispensers and dispensing stations shall be installed in accordance with the manufac- turer's specifications and their listing. 2207.5.)Valves.A manual shutoff valve and an excess flow-control check valve shall be located in the liquid line between the pump and the dispenser inlet where the dis- pensing device is installed at a remote location and is not part ofa complete storage and dispensing unit mounted ona common base. An excess flow-control check valve or an emergency shutoff valve shall be installed in or on the dispenser at the point at which the dispenser hose is connected to the liquid piping.A differential backpressure valve shall be consid- ered equivalent protection. A listedshutoffvalve shall be located at the discharge end ofthe transfer hose. 2207.5.2 Hoses.Hoses and piping for the dispensing of LP-gas shall be provided with hydrostatic relief valves.The hose length shall not exceed [8 feet (5486 mm).An approved method shall be provided to protect the hose against mechanical damage. 2207.5.3 Vehicle impact protection.Vehicle impact pro- tection for LP-gas storage containers,pumps and dispensers shall be provided in accordance with Section 2206.4. 2207.6 Private fueling ofmotor vehicles.Self-service LP-gas dispensing systems,including key,code and card lock dispens- ing systems,shall not be open to the public and shall be limited to the filling of permanently mounted fuel containers on LP-gas powered vehicles. In addition to the requirements of Sections 2205 and 2206.7, self-service LP-gas dispensing systems shall be in accordance with the following: 1,The system shall be provided with an emergency shutoff switch located within 100 feet (30 480 mm)of,but not less than 20 feet (6096 mm)from,dispensers. 2.The ownerofthe LP-gas motor fuel-dispensing facility shall provide for the safe operation ofthe system and the training ofusers. 2207.7 Overfilling.1.P-gas containers shall not be filled in excess ofthe fixed outage installed by the manufacturer or the weight stamped on the tank. 2009 INTERNATIONAL FIRE CODE® SECTION 2208 COMPRESSED NATURAL GAS MOTOR FUEL-DISPENSING FACILITIES 2208.1 General.Motor fuel-dispensing facilities for com- pressed natural gas (CNG)fuel shall be in accordance with this section and Chapter 30. 2208.2 Approvals.Storage vessels and equipment used for the storage.compression or dispensing of CNG shall be approved or distedin accordance with Sections 2208.2.1 and 2208.2.2. 2208.2.1 Approved equipment.Containers,compressors. pressure relief devices (including pressure relief valves), and pressure regulators and piping used for CNG shall be approved. 2208.2.2 Listed equipment.Hoses,hose connections.dis- pensers,gas detection systems and electrical equipment used for CNG shall be listed Vehicle-fueling connections shall be fistedand labeled. 2208.3 Location of dispensing operations and equipment, Compression,storage and dispensing equipment shall be located above ground.outside. Exceptions: 1,Compression,storage or dispensing equipment shall be allowed in buildings ofnoncombustible construc- tion,as set forth in the /nternational Building Code, which are unenclosed for three-quarters or more of the perimeter.tvCompression.storage and dispensing equipment shall be allowed indoors or in vaults in accordance with Chapter 30. 2208.3.1 Location on property.In addition to the require- ments of Section 2203.1,compression,storage and dispens- ing equipment not located in vaults complying with Chapter 30 shall be installed as follows: |.Not beneath power lines. 2.Ten feet (3048 mm)or more from the nearest building or Jot line that could be built on,public street,side- walk or source of ignition. Exception:Dispensing equipment need not be separated from canopies that are constructed in accordance with the International Building Code and that provide weather protection for the dis- pensing equipment. 3.Twenty-five feet (7620 mm)or more trom the nearest rail of any railroad track and 50 feet (15 240 mm)or more from the nearest rail of any railroad main track or any railroad or transit line where power for train propulsion is provided by an outside electrical source, such as third rail or overhead catenary. 4.Fifty feet (15 240 mm)or more from the vertical plane below the nearest overhead wire ofa trolicy bus line. 2208.4 Private fucling of motor vehicles.Self-service CNG-dispensing systems,including key,code and card lock dispensing systems.shall be limited to the filling of perma- nently mounted fuel containers on CNG-powered vehicles. 2009 INTERNATIONAL FIRE CODE® MOTOR FUEL-DISPENSING FACILITIES AND REPAIR GARAGES In addition to the requirements in Section 2205,the ownerof a self-service CNG motor fuel-dispensing facility shall ensure the safe operation of the system and the training of users. 2208.5 Pressure regulators.Pressure regulators shall be designed and installed or protected so that their operation will not be affected by the elements (freezing rain,sicet,snow or ice),mud or debris.The protection is allowed to be an integral part of the regulator. 2208.6 Valves.Gas piping to equipment shall be provided with a remote,readily accessible manual shutoff valve, 2208.7 Emergency shutdown control.An emergency shut- down control shall be located within 75 feet (22 860 mm)of, but not less than 25 feet (7620 mm)from,dispensers and shall also be provided in the compressor area.Upon activation.the emergency shutdown system shall automatically shut off the power supply to the compressor and close valves between the main gas supply and the compressor and between the storage containers and dispensers. 2208.8 Discharge of CNG from motor vehicle fucl storage containers.The discharge of CNG from motor vehicle fuel cylinders for the purposes of maintenance.cylinder certifica- tion,calibration of dispensers or other activities shall be in accordance with Sections 2208.8.1 through 2208.8.1.2.6. 2208.8.1 Methods of discharge.The discharge of CNG from motor vehicle fuel cylinders shall be accomplished through a closed transfer system in accordance with Section 2208.8.1.1 or an approved method ofatmospheric venting in accordance with Section 2208.8.1.2. 2208.8.1.1 Closed transfer system.A documented pro- cedure that explains the logical sequence for discharging the cylinder shall be provided to the fire code official for review and approval.The procedure shall include what actions the operator will take in the event ofa low-pres- sure or high-pressure natural gas release during the dis- charging activity.A drawing illustrating the arrangement ofpiping.regulators and equipment settings shall be pro- vided to the fire code official for review and approval. The drawing shall illustrate the piping and regulator arrangement and shall be shown in spatial relation to the location of the compressor,storage vessels and emer- gency shutdown devices. 2208.8.1.2 Atmospheric venting.Aunospheric venting of CNG shall comply with Sections 2208.8.1.2.1 through 2208.8.1.2.6. 2208.8.1.2.1 Plans and specifications.A drawing illustrating the location of the vessel support.piping. the method of grounding and bonding.and other requirements specified herein shall be provided to the fire code official tor review and approval. 2208.8.1.2.2 Cylinder stability.A method ofrigidly supporting the vessel during the venting of CNG shall be provided.The selected method shall provide not less than two points of support and shall prevent the horizontal and lateral movement of the vessel.The system shall be designed to prevent the movement of the vessel based on the highest gas-release velocity through valve orifices at the vessel's rated pressure 217 MOTOR FUEL-DISPENSING FACILITIES AND REPAIR GARAGES and volume.The structure or appurtenance shall be constructed of noncombustible materials. 2208.8.1.2.3 Separation.The structure or appurte- nance used for stabilizing the cylinder shall be sepa- rated from the site equipment,features and exposures and shall be located in accordance with Table 2208.8.1.2.3. TABLE 2208.8.1.2.3 SEPARATION DISTANCE FOR ATMOSPHERIC VENTING OF CNG MINIMUM SEPARATION EQUIPMENT OR FEATURE (feet) Buildings 25 Building openings 25 CNG compressor and storage vessels 25 CNG dispensers 25 Lot lines 15 Public ways [5 Vehicles 25 For S81:|foot =304.8 mm. 2208.8.1.2.4 Grounding and bonding.The structure or appurtenance used for supporting the cylinder shall be grounded in accordance with NFPA 70.The cylin- der valve shall be bonded prior to the commencement of venting operations. 2208.8.1.2.5 Vent tube.A vent tube that will divert the gas flow to atmosphere shall be installed on the cylinder prior to commencement of the venting and purging operation.The vent tube shall be constructed of pipe or tubing materials approved for use with CNG in accordance with Chapter 30. The vent tube shall be capable of dispersing the gas a minimum of 10 feet G048 mm)above grade level. The vent tube shall not be provided with a rain cap or other feature which would limit or obstruct the gas flow. At the connection fitting of the vent tube and the CNG cylinder,a /istedbidirectional detonation fame arrester shall be provided. 2208.8.1.2.6 Signage.Approved "No Smoking” signs complying with Section 310 shall be posted within 10 feet (3048 mm)of the evlinder support structure or appurtenance.Approved CYLINDER SHALL BE BONDED signs shall be posted on the cylinder support structure or appurtenance. SECTION 2209 HYDROGEN MOTOR FUEL-DISPENSING AND GENERATION FACILITIES 2209.1 General.Hydrogen motor fucl-dispensing and genera- tion facilities shall be in accordance with this section and Chap- ter 35.Where a fuel-dispensing facility also includes a repair garage,the repair operation shall comply with Section 2211. 218 2209.2 Equipment.Equipment used for the generation,com- pression,storage or dispensing of hydrogen shall be designed for the specific application in accordance with Sections 2209.2.1 through 2209.2.3. 2209.2.1 Approved equipment.Cylinders,containers and tanks;pressure relief devices,including pressure valves; hydrogen vaporizers;pressure regulators:and piping used for gascous hydrogen systems shall be designed and constructed in accordance with Section 3003,3203 or NFPA 55. 2209.2.2 Listed equipment.Hoses,hose connections, compressors.hydrogen generators,dispensers,detection systems and electrical equipment used for hydrogen shall be listedfor use with hydrogen.Hydrogen motor fueling con- nections shall be /istedand /abeled for use with hydrogen. 2209.2,3 Electrical equipment.Electrical installations shall be in accordance with NFPA 70. 2209.3 Location on property.In addition to the requirements of Section 2203.1,generation,compression,storage and dis- pensing equipment shall be located in accordance with Sec- tions 2209.3.1 through Section 2209.3.3. 2209.3.1 Separation from outdoor exposure hazards. Generation,compression and dispensing equipment shall be separated from other fuels or equivalent risks to life. safety and buildings or public areas in accordance with Table 2209 3.1. Exception:Closed systems with a hydrogen capacity of 3,000 cubic feet (85 m3,or less at NTP. 2209.3.1.1 Barrier wall construction-gascous hydrogen.The outdoor separation shall be allowed to be reduced to 5 feet (1524 mm)where a 2-hour fire burrier interrupts the line ofsight between equipment,other than dispensers.and the exposure within the radial distance as indicated by the tabular value.The height of the barricr shall be aminimum of6 feet (1829 mm).but not less than 1.5 times the height of the equipment.measured verti- cally.The length of the wall shall be not less than 1.5 times the maximum diameter or length of the tank. 2209.3.1.2 Location ofequipment.Equipment shall be located from the enclosing walls at a distance not less than one tank diameter.When horizontal tanks are used, the distance from anyone enclosing wall shall be not less than one-halfthe length of the tank or a minimum of5 feet (1524 mm). 2209.3.2 Location of dispensing operations and equip- ment.Generation,compression,storage and dispensing equipment shall be located in accordance with Sections 2209.3.2.1 through 2209.3.2.6.3. 2209.3.2.1 Outdoors.Generation,compression.storage or dispensing equipment shall be allowed outdoors in accordance with Section 2209.3.1. 2209.3.2.2 Weather protection.Generation,compres- sion,storage or dispensing equipment shall be allowed under weather protection in accordance with the require- ments of Section 2704.13 and constructed in a manner that prevents the accumulation of hydrogen gas. 2009 INTERNATIONAL FIRE CODE® TABLE 2209.3.1 MINIMUM SEPARATION FOR GASEOUS HYDROGEN DISPENSERS.COMPRESSORS, GENERATORS AND STORAGE VESSELS DISTANCE® OUTDOOR EQUIPMENT OR FEATURE (feet) Building-Noncombustible walls Ob,« Building-Combustible walls 25b,« Public sidewatks and parked vehicles 15b,« Lot line Ob Air intake openings 254 Wall openings located less than 25 feet above grade 204 Wall openings located 25 feet or more above grade 254 Outdoor public assembly 2gb Ignition source®10 Above-ground flammable or combustible liquid storage-diked in accordance with Section 20 3404.2.9.7,distance to dike wall Above-ground flammable or combustible liquid storage-not diked in accordance with Section 50 3404.2.9.7,distance to tank Underground flammable or combustible liquid storage-distance to vent or fill opening 20 Flammable gas storage (other than hydrogen)- with emergency shutoff interconnected with the 25 hydrogen system Above-ground flammable gas storage (other than hydrogen)-without emergency shutoff 50 interconnected with the hydrogen svstem Combustible waste material (see Section 304.1.1)$0 Vertical plane ofthe nearest overhead electric wire 50ofanelectrictrolley.train or bus line Vertical plane of the nearest wire of overhead 5electricalpowerdistributionlines For Sk:}foot =304.8 mm.Tf cubic foot =0.02832 m*. a.The applicability of tabular distance is in terms ofa radius that defines a hemisphere from the source when not interrupted by an intervening fire bar- rier without through penetrations. b.See Section 2209.3.1.6. e.The dispenser and point of transfer for dispensing need not be separated from canopies constructed in accordance with Section 406.5 ofthe /nterna- tional Building Code and constructed in a manner that prevents the accumu- lation of hydrogen gas. d.Measured along the natural and unobstructed line oftravel (¢.g..around pro- teclive walls,around corners of buildings). @,Ignition sources include appliance burner igniters.hot work and hot surfaces capable of igniting Mlammable vapors. 2209.3.2.3 Indoors.Generation,compression,storage and dispensing equipment shall be located in indoor rooms or areas constructed in accordance with the requirements of the /nternational BUilding Code,the 2009 INTERNATIONAL FIRE CODE® MOTOR FUEL-DISPENSING FACILITIES AND REPAIR GARAGES International Fuel Gas Code and the International Mechanical Code and one of the following: l.Inside a building in a hydrogen cutoff room designed and constructed in accordance with Sec- tion 420 of the International BUilding Code. 2.Inside a building not in a hydrogen cutoff room where the gaseous hydrogen system is /isted and labeled for indoor installation and installed in accordance with the manufacturer's installation instructions. 3.Inside a building in a dedicated hydrogen fuel dis- pensing area having an aggregate hydrogen deliv- ery capacity no greater than 12 standard cubic feet per minute (SCFM)and designed and constructed in accordance with Section 703.1 of the /uterna- tional Fuel Gas Code. 2209.3.2.3.1 Maintenance.Gaseous hydrogen sys- tems and detection devices shall be maintained in accordance with the manufacturer's instructions. 2209.3.2.3.2 Smoking.Smoking shall be prohibited in hydrogen cutoffrooms."No Smoking"signs shall be provided at all entrances to hydrogen cutotfrooms. 2209.3.2.3.3 Ignition source control.Open flames, flame-producing devices and other sources of igni- tion shall be controlled in accordance with Chapter 35. 2209.3.2.3.4 Housekeeping.Hydrogen cutoffrooms shall be kept free from combustible debris and stor- age. 2209.3.2.4 Gaseous hydrogen storage.Storage of gas- eous hydrogen shall be in accordance with Chapters 30 and 35. 2209.3.2.5 Liquefied hydrogen storage,Storage of liq- uefied hydrogen shall be in accordance with Chapters 32 and 35. 2209.3.2.5.1 Location on property.In additionto the requirements of Section 2203.1,above-ground lique- fied hydrogen storage containers,compression and vaporization equipment serving motor fuel-dispens- ing operations shall be located 25 feet (7620 mm) from buildings having combustible exterior wall sur- faces;buildings having noncombustible exterior wall surfaces that are not part of a I-hour fire-resis- tance-rated assembly:wall openings;dot lines of property that could be built on;public streets and parked vehicles. 2209.3.2.5.1.1 Barrier wall construction-lique- fied hydrogen.The outdoor separation distance shall be permitted to be reduced to 5 feet (1524 mm)where a 2-hour fire barrier interrupts the line ofsight between equipment.other than dispensers, and the exposure within the radial distance as indi- cated by the tabular value.The height of the barrier shall be a minimum of6 feet (1829 mm)but no less than 1.5 times the height of equipment,other than the cryogenic storage vessel,measured vertically. 219 MOTOR FUEL-DISPENSING FACILITIES AND REPAIR GARAGES The length of the wall shall be no less than 1.5 motor fuel-dispensing systems.including key,code and card times the maximum diameter or length ofthe tank.lock dispensing systems,shall be limited to the filling ofper- The 2-hour fire barrier shall not have more than manently mounted fucl containers on hydrogen-powered vehi- two sides at approximately 90-degree (1.57 rad)cles. directions.or three sides with connecting angles of approximaicly 135 degrees (2.36 rad).When fire harrier wails on three sides are used,piping and control systems serving stationary tanks shall be located at the open side of the enclosure created by the barricr walls. In addition to the requirements in Section 2211,the ownerof a self-service hydrogen motor fuel-dispensing facility shall provide for the safe operation ofthe system through the institu- tion ofa fire safety plan submitted in accordance with Section 404,the training of employees and operators who use and maintain the system in accordance with Section 406,and provi- 2209,3.2.5.1.2 Location of equipment.Equip-sions for hazard communication in accordance with Section ment shall be located from the enclosing walls ata 407. distance not less than one tank diameter.When horizontal tanks are used the distance from anyone enclosing wall shall be not less than one-halfthelengthofthetankoraminimumof5feet(1524 mm). 2209.4.1 Dispensing systems.Dispensing systems shall be equipped with an overpressure protection device set at 140 percent of the service pressure of the fueling nozzle it sup- plies. 2209.5 Safety precautions.Safety precautions at hydrogen motor fucl-dispensing and generation facilities shall be in accordance with Sections 2209.5.1 through 2209.5.4.3.6. 2209.3.2.6 Canopy tops.Gaseous hydrogen compres- sion and storage equipment located on top of motor fuel-dispensing facility canepies shall be in accordance with Sections 2209.3.2.6.1 through 2209.3.2.6.3,Chap-2209.5.1 Protection from vehicles.Guard posts or other ters 30 and 35 and the Jaternational Fuel Gas Code.approved means shall be provided to protect hydrogen stor- age systems and use areas subject to vehicular damage in2209.3.2.6.1 Construction.Canopies shall be con-accordance with Seetion 312structedinaccordancewiththemotorfuel-dispensing facility canopy requirements of Section 406 of the 2209.5.1.1 Vehicle fueling pad.The vehicle shall be International Building Code.fueled on noncoated concrete or other approved paving material having a resistance not exceeding 1 megohm as4169FirecextinonuicshiwareSsPuof-dis-2209.3.2.6.2 Fire-extinguishing systems.Fuel-dis determined by the methodology specified in EN 1081.pensing areas under canopies shall be equipped throughout with an approvedauromatic sprinkler sys-2209.5.2 Emergency shutoffvalves.A manual emergency tem in accordance with Section 903.3.1.1.The design shutoff valve shall be provided to shut down the flow of gas of the sprinkler system shall not be less than that from the hydrogen supply to the piping system. required for Extra Hazard Group 2 occupancies.2209.5.2.1 Identification.Manual emergency shutoffOperationofthesprinklersystemshallactivatethevalvesshallbeidentifiedandthelocationshallbeclearlyemergencyfunctionsofSections2209.3.2.6.2.1 and visible,accessible and indicated by means ofa sign.2209.3.2.6.2.2. 2209.3.2.6.2.1 Emergency discharge.Operation ofthe automatic sprinkler svstem shall activate an automatic emergency discharge system,which 2209.5.3 Emergency shutdown controls.In addition to the manual emergency shutolf valve required by Section 2209.5.2.a remotely located,manually activated emer- gency shuldown control shall be provided.An emergencywilldischargethehydrogengasfromtheequip-shutdown control shall be located within 75 feet (22 860mentonthecanopytopthroughtheventpipesys-mm)of,but not less than 25 feet (7620 mm)from.dispens- tem.ers and hydrogen generators. 2209.3.2.6.2.2 Emergency shutdown control. Operation of the automatic sprinkler svstem shall activate the emergency shutdown control required by Section 2209.5.3. 2209.5.3.1 System requirements.Activation of the emergency shutdown control shall automatically shut off the power supply to all hydrogen storage,compression and dispensing equipment;shut off natural gas or other 2209.3.2.6.3 Signage.Approved signage having fuel supply to the hydrogen generator:and close valves 2-inch (51 mm)block letters shall be affixed at between the main supply and the compressor and approved locations on the exterior of the canopy between the storage containers and dispensing equip- structure stating:CANOPY TOP HYDROGEN ment. STORAGE.2209.5.4 Venting ofhy drogen systems.Hydrogen systems 2209.3.3 Canopies.Dispensing equipment need not be shall be equipped with pressure relicf devices that will separated from canopies of Type I or H construction that are relieve excessive internal pressure in accordance with Sec- constructed in a manner that prevents the accumulation of tions 2209.5.4.1 through 2209.5.4.3.6. hydrogen gas and in accordance with Section 406.5 of the 2209.5.4.1 Location of discharge.Hydrogen ventedInternationalBUildingCode.é senare ydrog e from vent pipe systems serving pressure reliefdevices or 2209.4 Dispensing into motor vehicles at self-service hydro-purging systems shall not be discharged inside buildings gen motor fuel-dispensing facilities.Self-service hydrogen or under canopics used for weather protection. 220 2009 INTERNATIONAL FIRE CODE® MOTOR FUEL-DISPENSING FACILITIES AND REPAIR GARAGES 2209.5.4.2 Pressure reliefdevices.Portions of the sys- tem subject to overpressure shall be protected by pres- sure relicf devices designed and installed in accordance with the requirements of CGA S-1.1,S-1.2,$-1.3 or the ASME Boiler and Pressure Vessel Code.as applicable. Containers used for the storage of liquefied hydrogen shall be provided with pressure relief devices in accor- dance with Section 3203.2. 2209.5.4.2.1 Minimum rate ofdischarge.The mini- mum flow capacity of pressure relict devices on hydrogen storage containers shall be at least the capacity required by Section 2209.5.4.2 or the capac- ity required to accommodate a hydrogen compressor that fails to shut down or unload,whichever is greater. 2209.5.4.3 Vent pipe.Stationary containers and tanks shall be provided with a vent pipe system that will divert gas discharged trom pressure relief devices to the atmo- sphere.Vent pipe systems serving pressure reliefdevices and purging systems used for operational control shall be designed and constructed in accordance with Sections 2209.5.4.3.1 through 2209.5,4.3.6. 2209.5.4.3.1 Materials of construction.The vent pipe system shall be constructed of materials approved for hydrogen service in accordance with ASME B31.3 for the rated pressure.volume and tem- perature of gas to be transported.The vent piping shall be designed for the maximum backpressure within the pipe,but not Jess than 335 pounds per square inch gauge (psig)(2310 kPa). 2209.5.4.3.2 Structural support.The vent pipe sys- tem shall be supported to prevent structural collapse and shall be provided with a rain cap or other feature that would not limit or obstruct the gas flow from venting vertically upward. 2209.5,4.3.3 Obstructions.A means shall be provided to prevent water.ice and other debris from accumulat- ing inside the vent pipe or obstructing the vent pipe. 2209.5.4.3.4 Hleight of vent and separation.The height (4)and separation distance (D)ofthe vent pipe shall meet the criteria set forth in Table 2209.5.4.3.4 for the combinations of maximum hydrogen flow rates and vent stack opening diameters /isted Alter- native venting systems shall be allowed when in accordance with Section 2209.5.4.3.6. 2209.5.4.3.5 Maximum flow rate.The vent pipe sys- tem shall be sized based on the maximum flow rate for the system served and be specified on the construction documents,The maximum flow rate shall be deter- mined in accordance with the requirements of CGA S-1.3 using the aggregate gas flow rate from all con- nected vent,purge and relief devices that operate simultaneously during a venting operation.purging operation or emergency relief event. 2209.5.4.3.6 Alternative venting systems.Where alternative venting systems are used in lieu of the requirements of Section 2209.5.4.3.5.an analysis of radiant heat exposures and hydrogen concentrations shall be provided.The analysis ofexposure to radiant heat shall assume a wind speed of 30 feet/second (9.14 m/sec)and provide a design that limits radiant heat exposure to the maximum values shown in Table 2209.5.4.3.6(1).The analysis of exposure to hydro- gen concentration shall provide a design that limits the maximum hydrogen concentration to the values shown in Table 2209.5.4.3.6(2). SECTION 2210 MARINE MOTOR FUEL-DISPENSING FACILITIES 2210.1 General.The construction of marine motor fuel-dis- pensing facilities shall be in accordance with the Jnternational BUilding Code and?FPA 30A.The storage of Class IJ,IDor THA liquids at marine motor fucl-dispensing facilities shall be in TABLE 2209.5.4.3.4 accordance with this chapter and Chapter 34. 2210.2 Storage and handling.The storage and handling of Class 1.Thor HHA liquids at marine motor fuel-dispensing facil- ities shall be in accordance with Sections 2210.2.1 through 2210.2.3. VENT PIPE HEIGHT AND SEPARATION DISTANCE VERSUS HYDROGEN FLOW RATE AND VENT PIPE DIAMETER ances HYDROGEN <500 >300tos 1.000 >1,000 to $2.000 >2.000 to <5.000 >5.000 to $10.000 >10.000 to <20.000 FLOW RATE CFM at NTp9 CFM at NTpS CFM at NTp9 CFM at NTph CFM at NTph CFM at NTph Height (ft)8 8 12 17 25 36 Distance (ft)13 17 26 40 53 81 For SI: a,Minimum distance to property line is 1.250. b.Designs secking to achieve greater heights with commensurate reductions in separation distances shall be designed in accordance with accepted engineering practice,c.With this table personnel on the ground or on the building and/or equipment are exposed to a maximum of 1.500 Btushr.fi2.and are assumed to be prOVided with a means to escape to a shielded area within 3 minutes,including the case ofa 30 ft/sec.wind. d.Designs seeking to achieve greater radiant exposures to noncombustible equipment shall be designed in accordance with accepted engineering practice. e.The analysis reflected in this table does not permit hydrogen air mixtures that would exceed one-halfofthe lower flammable limit (LFL)for hydrogen (2 percent byvolume)at the building or equipment,including the case ofa 30 ft/sec.wind. f.See Figure 2209.5.4.3.4,rine.For vent pipe diameters up to and including 2 inches. .For vent pipe diameters up to and including 3 inches. 2009 INTERNATIONAL FIRE CODE® Linch =25.4 mm.|foot =304.8 mm.|Buwhr.22=3.183 Wan2,1 foot/second =304.8 min/sec. 221 MOTOR FUEL-DISPENSING FACILITIES AND REPAIR GARAGES Vent Pipe H Vent f Structure Pipe Structure or A OF Equipment|1.25D »Equipment 'D : ground |ground Lot Line H =Minimam height in feet (um)of vent pipe above the ground or above any structure or equipment within distance (D)where personnel might be present. D =Distance in feet (mm)to adjacent structure or equipment where personnel might be present. FIGURE 2209.5.4.3.4 HYDROGEN VENT PIPE HEIGHT (H)VERSUS DISTANCE (D)REQUIREMENTS TABLE 2209.5.4.3.6(1) MAXIMUM RADIANT HEAT EXPOSURE EXPOSED OBJECT MAXIMUM RADIANT HEAT TIME DURATION (minutes) Personnel 1,500 Btushr -#2 (4732 W/m4,3 Noncombustible equipment 8.000 Bru/hr-92 (25 237 Win,Any Lot line $00 Btu'hr -92 (L577 Wim*)Any TABLE 2209.5.4.3.6(2) MAXIMUM HYDROGEN CONCENTRATION EXPOSURE EXPOSED OBJECT MAXIMUM HYDROGEN CONCENTRATION Personnel.buildings or equipment 50%LFL within a distance ofD and H of Table 2209.5.4.3.4 Lot line 50%LFL within 1.25 times the distance ofD and H of Table 2209.5.4.3.4 2210.2.1 Class 1,[1 or ILA liquid storage.Class LH or IIA liquids stored inside of buildings used for marine motor fucl-dispensing facilities shall be stored in approved con- tainers or portable tanks.Storage of Class I liquids shall not exceed 10 gallons (38 L). Exception:Storage in liquid storage rooms in accor- dance with Section 3404.3.7,. 2210.2.2 Class II or IIIA liquid storage and dispensing. Class Il or HIA liquids stored or dispensed inside of build- ings used for marine motor fuel-dispensing facilities shall be stored in and dispensed from approvedcontainers or por- table tanks.Storage of Class Il and HA liquids shall not exceed 120 gallons (454 L). 2210.2.3 Heating equipment.Heating equipment installed in Class I,Hl or HIA liquid storage or dispensing areas shall comply with Section 2201.6. 222 2210.3 Dispensing.The dispensing of liquid fuels at marine motor fuel-dispensing facilities shall comply with Sections 2210.3.1 through 2210.3.5. 2210.3.1 General.Wharves.piers or floats at marine motor fuel-dispensing facilities shall be used exclusively for the dispensing or transfer of petroleum products to or from marine craft,except that transfer of essential ship stores is allowed. 2210.3.2 Supervision.Marine motor fuel-dispensing facil- ities shal]have an attendant or supervisor who is fully aware ofthe operation.mechanics and hazards inherent to fueling ofboats on duty whenever the facility is open for business. The attendant's primary function shall be to supervise, observe and control the dispensing of Class 1.I or IEA lig- uids or flammable gases. 2210.3.3 Hoses and nozzles.Dispensing of Class I.II or IIA liquids into the fuel tanks ofmarine craft shall be by 2009 INTERNATIONAL FIRE CODE® means of an approved-tvpe hose equipped with a listed automatic-closing nozzle without a latch-open device. Hoses used for dispensing or transferring Class L Il or MITA liquids,when not in use,shall be reeled,racked or oth- erwise protected from mechanical damage. 2210.3.4 Portable containers.Dispensing of Class {,If or UIA liquids into containers.other than fuel tanks,shall be in accordance with Section 2204.4.1. 2210.3.5 Liquefied petroleum gas.Liquefied petroleum gas cylinders shall not be filled at marine motor fuel-dispens- ing facilities unless approved.Approvedstorage facilities for LP-gas cylinders shall be provided.See also Section 2207. 2210.4 Fueling of marine vehicles at other than approved marine motor fuel-dispensing facilitics.Fueling of floating marine craft with Class I fuels at other than a marine motor fuel-dispensing facility is prohibited.Fueling of floating marine craft with Class If or III fuels at other than a marine motor fuel-dispensing facility shall be in accordance with all of the following: 1.The premises and operations shall be approved by the fire code official.wvTank vehicles and fueling operations shall comply with Section 3406.6. 3.The dispensing nozzle shall be of the Jisted auto- matic-closing type without a fatch-open device. 4.Nighttime deliveries shall only be made in lighted areas. 5.The tank vehicle flasher lights shall be in operation while dispensing. 6.Fuel expansion space shall be left in each fuel tank to pre- vent overflow in the event of temperature increase. 2210.5 Fire prevention regulauons,.General fire safety regu- lations for marine motor fuel-dispensing facilities shall comply with Sections 2210.5.1 through 2210.5.7. 2210.5.1 Housekeeping.Marine motor fuel-dispensing facilitics shall be maintained in a neat and orderly manner. Accumulations of rubbish or waste oils in excessive amounts shall be prohibited. 2210.5.2 Spills.Spills of Class 1.[Lor HLA liquids at or on the water shall be reported immediately to the fire depart- ment and jurisdictional authorities. 2210.5.3 Rubbish containers.Metal containers with tight-fitting or self-closing metal lids shall be provided for the temporary storage of combustible trash or rubbish. 2210.5.4 Marine vessels and craft.Vessels or craft shall not be made fast to fuel docks serving other vessels or craft occupying a berth at a marine motor fuel-dispensing facility. 2210.5.5 Sources of ignition.Construction,maintenance, repair and reconditioning work involving the use of open flames,arcs or spark-producing devices shall not be per- formed at marine motor fuel-dispensing facilities or within 50 feet (15 240 mm)of the dispensing facilities,including piers,wharves or floats,except for emergency repair work approved in writing by the fire code official.Fueling shall 2009 INTERNATIONAL FIRE CODE® MOTOR FUEL-DISPENSING FACILITIES AND REPAIR GARAGES not be conducted at the pier.wharfor float during the course ofsuch emergency repairs. 2210.5.5.1 Smoking.Smoking or open flames shall be prohibited within 50 feet (15 240 mm)of fueling opera- tions."No Smoking"signs complying with Section 310 shall be posted canspicuously about the premises.Such signs shall have letters not less than 4 inches (102 mm)in height on a background of contrasting color, 2210.5.6 Preparation oftanks for fueling.Boat owners and operators shall not offer their craft for fueling unless the tanks being filled are properly vented to dissipate fumes to the outside atmosphere. 2210.5.7 Warning signs.Warning signs shall be promi- nently displayed at the face of each wharf.pier or float at such elevation as to be clearly visible from the decks of marine craft being fueled.Such signs shall have letters not less than 3 inches (76 mm)in height on a background of contrasting color bearing the following or approvedequiva- lent wording: WARNING NO SMOKING-STOP ENGINE WHILE FUELING, SHUT OFF ELECTRICITY. DO NOT START ENGINE UNTIL AFTER BELOW DECK SPACES ARE VENTILATED. 2210.6 Fire protection.Fire protection features for marine motor fuel-dispensing facilities shall comply with Sections 2210.6.1 through 2210.6.4. 2210.6.1 Standpipe hose stations.Fire hose.where pro- vided.shall be enclosed within a cabinet,and hose stations shall be labeled:FIRE HOSE-EMERGENCY USE ONLY. 2210.6.2 Obstruction of fire protection equipment. Materials shal!not be placed ona pier in such a manner as to obstruct access to fire-fighting equipment or piping system control valves, 2210.6.3 Access.Where the pier is accessible to vehicular traffic,an unobstructed roadway to the shore end of the wharf shall be maintained for access by fire apparatus. 2210.64 Portable fire extinguishers.Portable fire extinguishers in accordance with Section 906,each having a minimum rating of 20-B:C,shall be provided as follows: 1,One on each float. 2.One on the pier or wharf within 25 feet (7620 mm)of the head of the gangway to the float,unless the office is within 25 feet (7620 mm)ofthe gangway or is on the float and an extinguisher is provided thereon. SECTION 2211 REPAIR GARAGES 2211.1 General.Repair garages shall comply with this section and the /nfernational BUilding Code.Repair garages for vehi- cles that use more than one type of fuel shall comply with the applicable provisions ofthis section for each type offuel used. 223 MOTOR FUEL-DISPENSING FACILITIES AND REPAIR GARAGES Where a repair garage also includes a motor fuel-dispensing facility.the fuel-dispensing operation shall comply with the requirements of this chapter for motor fuel-dispensing facili- lies. 2211.2 Storage and use of flammable and combustible liq- uids.The storage and use of flammable and combustible lig- uids in repair garages shall comply with Chapter 34 and Sections 2211.2.1 through 2211.2.4. 2211.2.1 Cleaning of parts.Cleaning of parts shall be con- ducted in listed and approved parts-cleaning machines in accordance with Chapter 34. 2211.2.2 Waste oil,motor oil and other Class HIB lig- uids.Waste oil,motor oil and other Class HIB liquids shall be stored in approvedtanks or containers.which are allowed to be stored and dispensed trom inside repair garages. 2211.2.2.1 Tank location.Tanks storing Class IB lig- uids in repair garages are allowed to be located at,belaw or above grade,provided that adequate drainage or con- tainment is provided. 2211.2.2.2 Liquid classification.Crankcase drainings shall be classified as Class II{B liquids unless otherwise determined by testing. 2211.2.3 Drainage and disposal ofliquids and oil-soaked waste.Garage floor drains,where provided.shall drain to approved oil separators or traps discharging to a sewer in accordance with the /nrernational Plumbing Code.Con- tents ofoil separators.traps and floor drainage systems shall be collected at sufficiently frequent intervals and removed from the premises to prevent oil from being carried into the sewers. 2211.2.3.1 Disposal ofliquids.Crankcase drainings and liquids shall not be dumped into sewers.streams or on the ground,but shall be stored in approvedtanks or con- tainers in accordance with Chapter 34 until removed from the premises. 2211.2.3.2 Disposal of oily waste.Self-closing metal cans shall be used for oily waste. 2211.2.4 Spray finishing.Spray finishing with flammable or combustible liquids shall comply with Chapter 15. 2211.3 Sources of ignition.Sources ofignition shall not be located within 18 inches (457 mm)of the floor and shall com- ply with Chapters 3 and 26. 2211.3.1 Equipment.Appliances and equipment installed in a repair garage shall comply with the provisions of the International BUilding Code,the International Mechanical Code and NFPA 70. 2211.3.2 Smoking.Smoking shall not be allowed in repair garages except in approved locations. 2211.4 Below-grade areas.Pits and below-grade work areas in repair garages shall comply with Sections 2211.4.1 through 2211.4.3. 2211.4.1 Construction.Pits and below-grade work areas shall be constructed in accordance with the /#ternational BUilding Code. 224 2211.4.2 Means ofegress.Pits and below-grade work areas shall be provided with means ofegress in accordance with Chapter 10. 2211.4.3 Ventilation.Where Class I liquids or LP-gas are stored or used within a building having a basement or pit wherein flammable vapors could accumulate,the basement or pit shall be provided with mechanical ventilation in accordance with the /aternational Mechanical Code,ata minimum rate of 1!cubic feet per minute per square foot (cfm/ft4 [0.008 m4(s .m4]to prevent the accumulation of flammable vapors. 2211.5 Preparation ofvehicles for repair.For vehicles pow- ered by gaseous fuels,the fuel shutoff valves shall be closed prior to repairing anv portion of the vehicle fuel system. Vehicles powered by gaseous fuels in which the fuel system has been damaged shall be inspected and evaluated for fucl sys- tem integrity prior to being brought into the repair garage.The inspection shall include testing of the entire fuel delivery sys- tem for leakage. 2211.6 Fire extinguishers.Fire extinguishers shall be pro- vided in accordance with Section 906. 2211.7 Repair garages for vehicles fueled by lighter- than-air fuels.Repair garages for the conversion and repair of vehicles which use CNG,liquefied natural gas (LNG),hydro- gen or other lighter-than-air motor fuels shall be in accordance with Sections 2211.7 through 2211.7.2.3 in addition to the other requirements ofSection 2211. Exception:Repair garages where work is not performed on the fuel system and is limited to exchange of parts and main- tenance requiring no open flame or welding. 2211.7.1 Ventilation.Repair garages used for the repair of natural gas-or hydrogen-fueled vehicles shall be provided with an approved mechanical ventilation system.The mechanical ventilation svstem shall be in accordance with the Zaternational Mechanical Code and Sections 2211.7.1.1 and 2211.7.1.2. Exception:Repair garages with natural ventilation when approved. 2211.7.1.1 Design.Indoor locations shall be ventilated utilizing air supply inlets and exhaust outlets arranged to provide uniform air movement to the extent practical. Inlets shall be uniformly arranged on exterior walls near floor level.Outlets shall be located at the high point of the room in exterior walls or the roof. Ventilation shall be by a continuous mechanical venti- lation system or by a mechanical ventilation system acti- vated by a continuously monitoring natural gas detection system or,for hydrogen.a continuously monitoring flammable gas detection system,each activating at a gas concentration of not more than 25 percent of the lower flammable limit (LFL).In all cases,the system shall shut down the fueling system in the event of failure of the ven- tilation system. The venuilation rate shall be at least |cubic foot per minute per 12 cubic feet [0.00139 m3 x (s .m4);ofroom volume. 2009 INTERNATIONAL FIRE CODE® 2211.7.1.2 Operation.The mechanical ventilation sys- tem shall operate continuously. Exceptions: 1.Mechanical ventilation systems that are inter- locked with a gas detection system designed in accordance with Sections 2211.7.2 through 2211.7.2.3. 2.Mechanical ventilation systems in repair garages that are used only for repair ofvehicles fueled by liquid fuels or odorized gases.such as eNG,where the ventilation system is electri- cally interlocked with the lighting circuit. 2211.7.2 Gas detection system.Repair garages used for repair of vehicles fueled by nonodorized gases.such as hydrogen and nonodorized LNG,shall be provided with a flammable gas detection system. 2211.7.2.1 System design.The flammable gas detection system shall be /istedor approvedand shall be calibrated to the tvpes of fuels or gases used by vehicles to be repaired.Gas detectors or sensors shall be /istedin accor- dance with UL 2075 and shall indicate the gases they are intended to detect.The gas detection system shall be designed to activate when the level of Nammable gas exceeds 25 percent ofthe lower flammable limit (LFL). Gas detection shall also be provided in lubrication or chassis service pits of repair garages used for repairing nonodorized LNG-fueled vehicles. 2211.7.2.2 Operation.Activation of the gas detection system shall result in all the following: 1.Iniuation ofdistinct audible and visual alarm sig- nals in the repair garage. 2.Deactivation of all heating systems located in the repair garage. 3.Activation of the mechanical ventilation system, when the system is interlocked with gas detection. 2211.7.2.3 Failure ofthe gas detection system.Failure ofthe gas detection system shall result in the deactivation ofthe heating system,activation ofthe mechanical venti- lation system and where the system is interlocked with gas detection and causes a trouble signal to sound in an approved location. 2211.8 Defuecling ofhydrogen from motor vehicle fuel stor- age containers.The discharge or defueling of hydrogen from motor vehicle fuel storage tanks for the purpose of mainie- nance,cylinder certification,calibration of dispensers or other activities shall be in accordance with Sections 2211.8.1 through 2211.8.1.2.4. 2211.8.1 Methods ofdischarge.The discharge of hydro- gen from motor vehicle fuel storage tanks shall be accom- plished through a closed transfer system in accordance with Section 2211.8.1.1 or an approved method of atmospheric venting in accordance with Section 2211.8.1.2. 2211.8.1.1 Closed transfer system.A documented pro- cedure that explains the logic sequence for discharging the storage tank shall be provided to the code official for 2009 INTERNATIONAL FIRE CODE® MOTOR FUEL-DISPENSING FACILITIES AND REPAIR GARAGES review and approval.The procedure shall include what actions the operator is required to take in the event ofa low-pressure or high-pressure hydrogen release during discharging activity.Schematic design documents shall be provided illustrating the arrangement ofpiping,regu- lators and equipment settings.The construction docu- ments shall illustrate the piping and regulator arrangement and shall be shown in spatial relation to the location of the compressor,storage vessels and emer- gency shutdown devices. 2211.8.1.2 Atmospheric venting of hydrogen from motor vehicle fuel storage containers.When atmo- spheric venting is used for the discharge of hydrogen from motor vehicle fuel storage tanks.such venting shall be in accordance with Sections 2211.8.1.2.1 through 2211.8.1.2.4. 2211.8.1.2.1 Defueling equipment required at vehicle maintenance and repair facilities.All facili- ties for repairing hydrogen systems on hydrogen- fueled vehicles shall have equipment to defuel vehicle storage tanks.Equipment used for defueling shall be listedand labeledfor the intended use. 2211.8.1.2.1.1 Manufacturer's equipment required.Equipment supplied by the vehicle man- ufacturer shall be used to connect the vehicle stor- age tanks to be defueled to the vent pipe system. 2241.8.1.2.1.2 Vent pipe maximum diameter. Defueling vent pipes shall have a maximum inside diameter of 1 inch (25 mm)and be installed in accordance with Section 2209.5.4. 2211.8.1.2.1.3 Maximum flow rate.The maxi- mum rate of hydrogen flow through the vent pipe system shall not exceed 1,000 cfm at NTP (0.47 m//s)and shall be controlled by means of the man- ufacturer's equipment,at low pressure and without adjustment. 2211.8.1.2.1.4 Isolated use.The vent pipe used for defueling shall not be connected to another venting system used for any other purpose. 2211.8.1.2.2 Construction decuments.Construc- tion documents shall be provided illustrating the defueling system to be utilized.Plan details shall be of sufficient detail and clarity to allow for evaluation of the piping and control systems to be utilized and include the method ofsupport for cylinders,contain- ers or tanks to be used as part ofa closed transfer sys- tem,the method of grounding and bonding,and other requirements specified herein. 2211.8.1.2.3 Stability ofcylinders,containers and tanks.A method ofrigidly supporting cylinders,con- tainers or tanks used during the closed transfer system discharge or defueling of hydrogen shall be provided. The method shall provide not less than two points of support and shall be designed to resist lateral move- ment of the receiving cylinder.container or tank.The system shall be designed to resist movement of the receiver based on the highest gas-release velocity 225 MOTOR FUEL-DISPENSING FACILITIES AND REPAIR GARAGES through valve orifices at the receiver's rated service pressure and volume.Supporting structure or appur- tenance used to support receivers shall be constructed of noncombustible materials in accordance with the International BUilding Code. 2211.8.1.2.4 Grounding and bonding.Cylinders, containers or tanks and piping systems used for defueling shall be bonded and grounded.Structures or appurtenances used for supporting the cylinders. containers or tanks shall be grounded in accordance with NFPA 70.The valve of the vehicle storage tank shall be bonded with the defueling system prior to the commencement ofdischarge or defueling operations. 2211.8.2 Repair ofhydrogen piping.Piping systems con- taining hydrogen shall not be opened to the atmosphere for repair without first purging the piping with an inert gas to achieve |pereent hydrogen or less by volume.Defueling operations and exiting purge flow shall be vented in accor- dance with Section 2211.8.1.2. 2211.8.3 Purging.Each individual manufactured compo- nent ofa hydrogen generating.compression,storage or dis- pensing system shall have a label affixed as well as a description in the installation and owner's manuals describ- ing the procedure for purging air from the system during startup.regular maintenance and for purging hydrogen from the system prior to disassembly (to admit air). For the interconnecting piping between the individual manufactured components.the pressure rating must be at least 20 times the absolute pressure present in the piping when any hydrogen meets any air. 2211.8.3.1 System purge required.After installation. repair or maintenance,the hydrogen piping system shall be purged of air in accordance with the manufacturer's procedure for purging air from the system. 226 2009 INTERNATIONAL FIRE CODE® CONTENTS 30-7 Contents Chapter 1 Administration ..............cc:ecseseseeeeeee 30-8 6.8 Automatic Fire Protection for Inside LL ScOpe w.seessseseerrerrereneeeeteeescesssenseeseeees 30-8 Storage ...ccccccccesesescececeessseeneaeanessnensees 30 -44 V.2 -PULPOSE .......cceseesseereerreseceteecenententeeens 30-8 6.9 Manual Fire Protection ......:.:ssseceeeeeeees 30-60 1.3 Application ...c...ccceccceerecreeeeteettereeeens 30-8 6.10 Control of Ignition Sources ........seeeeee 30-61 1.4 Retroactivity .......cccceeeeeesceeeeeeeeeeneeeees 30-8 ; 1.5 Equivalency sscssssssssssesssesesseesseesseeessen 30-8 Chapter 7 Operations ..............cccesceeeeeeeeeeeenaes 30-62 1.6 Enforcement cececccccecececsesececeseeesssesevees 30-9 TL SCOPE c.esececeeessseeeseeseveeeseeerecesesseeaeerens 30-62 1.7 Definition and Classification of Liquids ...30-9 7.2 General ........ccceccseccesceeerecoenereerseseurens 30-62 18 Use of Other Unis cecccccccceccccseseeseeeeeeeee 30-9 7.3 Facility Design ..........:sssseeessecnereneneeeeees 30-62 19 General Requirement ..........cccccseeeeeeeee 30-9 7.4 -Recirculating Heat Transfer Systems .......30-657.5 Incidental Operations ............scceseeeeeeees 30-65 Chapter 2 Referenced Publications ...................30-9 7.6 Loading and Unloading Operations 2.1 General .....ccccceccseesseeeteressesssennenereneee 30-9 and Facilities 1.....cccccscsssseseeseeeeeeeseusees 30-66 2.2 NEPA Publications ........csssseseseseeseeseeees 30-10 7.7)WHALVES oo...cc cceeee cc cs cca seeseeeeeeeeeeenneesees 30-67 2.3 Other Publications ...........ccecceceeeneeeeeeee 30-10 7.8 RESEIVed oo...cee s ess eeceeceseesaeaeeeseee 30--68 7.9 Control of Ignition Sources ..........:eeseeee 30-69Chapter3Definitions.............c:sssceeeseeseeeeeeeees 30-11 7.10 Vapor Recovery and Vapor ProcessingBLGeneral«erectteesteerseeteseeeecenes 30-11 SYStOMS .....cescceeeeseeceeseeeeeeeeeesereresssevens 30-703.2 NFPA Official Definitions ........-..sesse 30-11 7.11 Solvent Distillation Units ...........0..00e 30-70 3.3.General Definitions ............-2:--sececseeeere 30-11 7.12 Management of Fire Hazards ........c.se00000 30-71 Chapter 4 Tank Storage ......ccsecceseseesseeneesesevees 30-14 7.13 Fire Protection and Fire Suppression ......30-71 AL General ....ccccccceceseeresetssseeestesnereensens 30-14 Chapter 8 Electrical Equipment and4.2 Design and Construction of Tanks ..........30-14 Installations ..............ccccceeeeeeesereeeee 30-72 4.3 Installation of Tanks and Tank S00 S00)6)30-72 APPUTLEMANCES «oss sssserssersesersteesteteesenees 30-19 B.2 General veessescessseessesseessesserssseesneesseesne 30-72 44 Testing Requirements for Tanks .............30-29 4.5 Fire Prevention and Control ................0+30-29 Annex A Explanatory Material ............:::cceeees 30--75 4.6 Operations and Maintenance of Tanks ....30-30 Annex B Emergency Relief Venting for Fire Chapter 5 Piping Systems ..............sccsceeeeseeeenes 30-32 Exposure for Aboveground Tanks .........30-90 BL SCOP 2....eecccc cee eeeeeeeeceeteeeneeereseeeeneeeees 30-325.2 General Requirement ..........sceceseeseees 30-32 Annex C Temporarily Out of Service,Closure 5.3 Materials for Piping Systems ..............0665 30-32 in Place,or Closure by Removal of BA Pipe Joints oo...eceeeeeseneereeeeeeeeeveseeees 30-33 Underground Tanks .......ssssssersesreseeens 30-93 5.5 Installation of Piping Systems ........:.0000 30-33 Annex D Development of Fire Protection5.6 Testing ......cccecccecceceseeseneeeeeserseesseeenes 30-34 Criteria Shown in Section 6.8 and 5.7 Vent Piping ........ceecceeseeeeeteeseeneeneeeeeer 30-34 Suggested Fire Protection for5.8 =Static Electricity .............csceseseeeesrseeeeees 30--35 Some Containers of Flammable 5.9 -_Tdentification .........cscsescsesenscescscsevaceses 30-35 and Combustible Liquids Not Covered in Section 6.8 ..........00:ssecseeeee 30-95 Chapter 6 Container and Portable Tank StOVage ........sscccccesssneeseceeereneeseeeenes 30-35 Annex E Suggested Test Protocol for GL SCOPE ..ssseeeeceecesseeeeeseessareeeeereenseeensaes 30-35 Developing Fire Protection for 6.2 Design,Construction,and Capacity of Containers of Flammable and CONLAINETS ..0.ce ceecseeeseeecnenecteceaseneseeeee 30-35 Combustible Liquids ..............c:ceeseeees 30-101 6.3.Design,Construction,and Capacity ofStorageCabimets.......:cccccccsccseseseseneseees 30-36 Annex F Fugitive Emissions Calculations ............30-106 6.4 Design,Construction,and Operation of Annex G Sample Ordinance AdoptingInsideLiquidStorageAreas«2.0.00...cece 30-36 NFPA 30 30-1076.5 Requirements for Liquid Storage Areas,NNEPABO veessecrerrerrertrerrtreererrsrrrereereinOtherOccupanci€s ....-+s1essserereeeeees 30-40 Annex H_Informational References ................++30-108 6.6 Hazardous Materials Storage Lockers ......30-42 6.7 Outdoor Storage ........csecssssccccsserersecees 30 43 TeX .o..eeceeeeeeeesecceneeneeceeerenereeseenesseceeesensensees 30-112 2003 Edition Confetip jf Belz.RRMMEWOMENTT CITY OF KASAAN INFORMATION FOR SITE MEETING 1.Document showing property ownership. 2.Existing site layout 3.Contnets ¢Trhles 4. Nefes: [,Com HAVE cAuery'2,Dert neo)Combed w/Poleebad Trules Snould cole ofrumnas 4 3.Use EW pout fr dela A.Eleet Guanes Sdotisn /Mot Bulle Fra 5,Puebactecl "Cun setback jn F Crom BileFL oan) -"ul TABLE 220%.2.%(7 NOISS'SSWwW 730.4 135.00" 135.00° re 70 Burbage KfeWES ee é 'TDM BoBye yyohBing PIS ARERR: (OTORU piresfy UES 50'70pakThans AAA CinLor PRoTkenP BUNK THAK-> } OR PIPENSK TRC a|oz , - O= S 1 SS oO™ -™ 20 (> Cooe. "Puetascr . "Vaux Fron|* a if Koes -_ . erde Se -- snateres°> * £172398,{c0s),Wd dd wmouoonrese=NOE, & » £0568OSV"SOVEOHDIYpene || pS ¥yix”x30 Not, OOE QLINS"GATEDOUY OFEe dvVW ALINIOIA > u! 4 ry''UMDne OR if _*_Ne]| ST1dNOwS ONRZINIONA FO4 dnosg Absaug joany Eb----poubisog|}Le ! | Wav/Wadl¥ Bewe MMealD> nda NYYSY ; }usudojaasq 31W0U0DR PUD ", oe : beseawa! |= Ayunuwoy 40° yueuziodag OPSmeeOF WISVIV 'NVYSY» VL/82/S Yogl|s DYSDIY 40 9303S Manaatease™ aiva|ag NOISIAZY"ONa& KASAAN AP&T POWER PLANT KAVLICO SHOP HEADQUARTERS KAVLICO ADMIN BUILDING KAVLICO 285 LOGGING OFFICE oe AS SURVEYS,: KAVLICO ADMIN HOUSING BUILDING KASAAN -SERVICE BUILDING MULTI COMMUNITY "*HALL,VSPO & BUILDING -MAINTENENCE -CITY OF KASAAN SCALE SCALE IN FEET GRAPHIC COUNCIL 2” KASAAN LIBRARY IRA TRIBAL ae NSSSOS VICINITY MAP CITY SHOP BUILDING FARM.PROPOSED TANK 3 /: we # : fe ee bmp-(suoisiaay HYY)$Y ubiseq\ i 1 LO\}2S Burpyom 10\aa¥d OO\N4d UDDSOW anyOPOL\OOPSgor\Pf "4 Fie:J:\dobsdato\30404.vunusdenBFU\OOCADD\O!WorkingSet\01Civil\DesignR3(KRHRevisions).dwq2 » FROM ROAD RIGHT OF WAY TOLSTOIHIGHWAY5'TANK OFFSET ss 15°TANK OFFSET FROM PROPERTY LINE os '\ 'LOT 1. LOT BOUNDARY 72° OVERHEAD DOORS Two PRODUCT DIESEL RETAIL DISPENSER LLLLLLLLLL LLL LL ELL LLL LL Z SecaGa aesHOPBUILDINGoe r--GASOLINE RETAIL -DISPENSER -ttageTRRTESPROPOSED/GRAVEL PAD boN j Ga.%oT -wlll VA ..nvNQ|\ Ml Mh mop TaN FARomemes " 15°TANK OFFSET FROM ° a PROPERTY LINE : 6'SECURITY 4 FENCE 122--121G Z ZY YsZ ZZ ZYY Lie BZ YYWMI: ()SITE PLANSCALE:GRAPHIC L---3,000 GALLON PROTECTED° TANK (GASOLINE) aa 3,000 GALLON PROTECTED L TANK (DIESEL #1) 1,500 GALLON PROTECTED TANK (DIESEL #2) GRAPHIC SCALE 10 0 10 SCALEINFEET LOT BOUNDARYmE "Lor 33 a Yi;-Y StoteofAlaskaDepartmentofCommunityandEconomicDevelopmentAIDEA/AEARuralEnergyGroup813WestNorthemLightsBivd.*"Ao(BALASKAAnchorage,Alaska99503**s4Adyee%,KN49mes35 BF%aonAyaSKEStehbeer oOa i=]OS 33.B vekeBen@"xseg<°83@ste5&egosWigéuw<98%&ogi"©3*=Gi ¢ 3 re=)"=34a=<z >Z<=s$3 2ftZ2y¥ee:="a wa >»o z o [a] re x S z vT N a g wo]2 2&ec i)s2 8 2 &2s &2 Qaoaaod Sheet No.? we tadl og aut |-ONE.Son ie Zt ra :4 eA eke as ee rele FedfeghiaeeeEETeesoora ried...eeePonee§or aes he x Pe eAy ry as OT SP ahmTgsSoa :Ei doll Ee aedla etek,DedemhmegPoMereReestotigey awe ."ty Pa ot J en "aut a : i Ete 5,hs oh eS al;2 .apts es a>,AP SPS "tyeBeyPOGeeetaeoepsPsyeroeReSiRFRneeSosyasUyontneMaeesoLOW,et Cake <... . : t B * James Vail From:Karl Hulse <KHulse@crweng.com> Sent:Tuesday,May 20,2014 2:24 PM To:James Vail Ce:Andy Horazdovsky Subject:Kasaan -Pre-Site Visit Questions Attachments:Kasaan Sketch.PDF Jim- Here's a list of potential questions to ask the City during the upcoming teleconference:VWRPWNPioONDConfirm that the tank sizes mentioned in the 10/17/13 letter from the City are still what's desired. Confirm primary fuel provider (Petro Marine or other). Confirm ownership of proposed tank farm lot and adjacent lots. Are the corners of the proposed tank farm lot (Lot 2)marked /easily found? Discuss required setbacks versus preferred location for the tank farm.Discuss potential impacts to accessing existing shop double doors. What will the City be fueling (trucks,equipment,etc)?What flow rates are desired? Hose reel/dispenser locations -Tank mounted or remote mounted? Tank fill preference (spill bucket on top of each tank or remote fill point)? Primary reason(s)for wanting a canopy over the tanks?The new tanks will be double wall units,so there is no issue with disposal of dike storm water.The tanks can be coated with an additional coat of epoxy if corrosion is the concern.A small canopy could be utilized to cover the hose reels if that is a concern. We've also included a .pdf of the sketch we looked at yesterday. We'd be happy to participate in the teleconference;just let us know when and where. Regards, Karl Karl Hulse,PE CRW Engineering Group,LLC 3940 Arctic Blvd,Ste.300 Anchorage AK 99503 office (907)562-3252 |direct (907)646-5621 www.crweng.com "wr+-/'KaWOHa - ieeesTh)| }?i |,409 mut)e nyam BEATE" ae |460.00 Hatt 2oewoe, ; 8 .4Saalegeneceweesseas:«4.426MAEOATETS "prt 160.00) Gh |oNane2 &1.426MBE?OATB > )950.00 '4wg rh52'cs.fONoy70--¥ +\vobsdata\30404.06KasaanBFU\00CADD\01WorkingSet\01Civa\DesignR3(KRHRevisions).dwgAle:"teGong..e-s./--Ny)RR Liz itentlaskaevelopm.AIDEA/AEARuralEnergyGroupasStateofAlDmentofconomicD:OVERHEAD DOOR {SHOP BUILDING§oat etait tienen cert een idl +TWO PRODUCT DIESELRETAILDISPENSER i r-GASOLINE RETAIL |«DISPENSER | YAayyOF)KC\hbtz]:rad \ct 3 °73 \6'SECURITY |sail Vy \re hed NsRMQQNABSN YOGM'5ye_![frAiOSSSeeANS\\\N\|\\ ,\\\\\\ "PRO \anne Jon wl./GRAPHIC LE (1)SHEPLAN |SCALE:GRAPHIC SCALE FEET BYTEREMSION _NOPSS'SSWWTAO42 BO" | IS5CO' |> "5K tad m pon {2 " 1=|oe)p<<> CW] rN|. : "ses << CIOL IS Slo * eetnm- ' " ;(7 een me oo ° 7aee CD|. Crrt fl Bac? , h2 : SHS72 a"| \/] An« > -|39 : 75> 7a | toate '; ed ™ ! ae Dee -. - treico m i :Jacns wank & "yy y Fun ceateen ISSO” PRR 0" = OZMY UY foo [o> es ae - - pmosenoywees|NM --os 1 400 cn MARATBYE 36---vle-9+-122 306 NEFPOCTBEGS|I460.00"- tt A Sm EES eftsv|5.00" | 155.00) pennedee*/aaneenetore,wref_endloatKanyBOoHPed.Cssameadlsl 1 WOO TE NBEO AI BY S i a 4 ;.as 126 |; a3 fg oo 04 Ions | re) | |S26 NOOB E =_-a Pane emma -ra 46 0.O0'reRates'co*ONay460.00' aynat 4 eyeoOai» 6/2/04(07:31)BY:rmooreAUTOCADDRAWINGNAME:F-14-734-1.2DWHIT.dwgPLOTTINGDATE:aa ”TO BUILDING UNISTRUT PIPE SUPPORTATTANKQUADRANT , cr +im 3/470x18"FLEX FITTING | és Tow BAR 20 OOO°o C)v oC jel]EACH END 7 1/2 GALLON S/SCTCONTAINMENTPAN Td © (1\PLAN -1,200 GALLON DOUBLE WALL INTERMEDIATE TANKNeSCALE:1°=2° e 3s 9=i= 3 eS ww par2¢a &3 3g a =xyoyg§@ §§=3=z 2 »<==9g=&3 =iS&2 Sy 2 RS2©8 bay x3&@ £&3 .ry &ya 3 my =6esSysgh&5 g 3ea2eSoPRFSeeEFgy&of ByPv232§ze wy ae =zz aa HAND a a @ z RAIasS88e$Bk 8 &8.85 8°86 ts S se gs 9 o e Se or 84 23e*ov £8 32 a .aN sf Ca eSvomS2eget&N wD VE VE ed SERATEED GRATE 1/270 PLATFORM fl1,200 GALLON DOU@LE WALL TANK TOW BAR 48°0x12.75"LONG Nery,1/2"FOOT VALVE "IFINISHEDrimf ®GRADE Jy\id W6x16 SKID Yo LADDER 12”MAXIMUM(2\SECTION -1,200 GALLON:-DOUBLE WALL INTERMEDIATE TANK\ee1J scat:we 2 NOTES 1.SEE STANDARD EQUIPMENT AND MATERIALS DRAWING FOR ADDITIONAL SPECIFICATIONS. 2.TANK SKID SHALL BE W6X16 MINIMUM. 3.PROVIDE TwO UL 142 TANK SADDLES,A THIRO SADDLE IS NOT REQUIRED,BUNISTRUT PIPE SUPPORTS TANK SADDLE =Va TO BUILDING_---- {|= END VIEW -1,200 GALLON (3\INTERMEDIATE TANK ALASKAENERGYAUTHORITYPROTOTYPEFUELSYSTEMDRAWINGS139E.61stAve.«Anchorage,Alaska69603-(007)273-1820' wi anrzEs aOdis eo leaQ/# DRAWN BY:RRM CHECKED BY:GMO DATE:05/28/04 JOB NUMBER:03-734 SCALE:AS SHOWN DRAWING TITLE: 1,200 GALLON DOUBLE WALLED INTERMEDIATE TANK Xe SCALE:17 =2°SHEET:oF F-11 6/2/04(07:32)BY:rmooreAUTOCADDRAWINGNAME:F-12-734--3PDPDT.OWGPLOTTINGDATE:2%SCH 80 STEEL PIPE TO DISPENSER FUELOltL.WAGASOLINEUNISTRUT PIPE SUPPORT AT TANK QUADRANT 26x12"SS FLEX FITTING (MPTxFLOATING FLANGE) UNISTRUT PIPE SUPPORT (TYPICAL)al=)2"2000f STREET ELBOW (TYPICAL) 2”ANTI-SIPHON--VALVE (TYPICAL)PUMP ==dNiy e)oO : c eds PUMP LaDDER--|[0 Jose A TRANSFER TRANSFER FUEL OM EQUIPMENT ACCESS CATWALK HANDRAILS Y GASOLINES223E==3 --FROM BuLKSTORAGETANK >ee |\eeon BULKSTORAGETANK le 4°TOw BAR(EACH END) PEDESTAL (SEE NOTE 6) DUAL PRODUCT PROTECTED DISPENSING TANK(\PLAN -3,000 GALLON\en1z]scat:=2 (INTERSTITIALMONITORTUBE(PRIMARYTANKEMERGENCYVENT}WITHPLUG)4"COUPLING(2°FILLLIMITINGVALVE)4°”COUPLINGFLANGEDNOZZLE1,500 GALLON GASOLINE (SECONDARYTANKEMERGENCYVENT)i =Es be}a a >z=9 3=3 yo :us5sSxog8bas)=3 PF etw¢oeoO28gisgS38en£0 £Sa GEQGana2Pueaa&=z 42.68E88788Sao22s3Sak=I=2-1/2"FLANGEONOZZLELEVELSWITCH)4°COUPLING(SPAREWITHPLUG)4°COUPLING(SUBMERSIBLEPUMP)FLANGEDNOZZLE4”COUPLING(SUBMERSIBLEPUMP)4”COUPLING__f/f(SPAREWITHPLUG)BULKHEAD@(LIQUIDLEVELCLOCKGAUGE)(2"PRESSURE/VACUUMWHISTLEVENT)(HICH/CRITICALHICH&LOW= Pe 4 °Bes ag =g¢z=SsEek27aase33688gs2S2>a 2 =Get oe :aN NN N 1,500 GALLON FUEL OlL (PRIMARYTANKEMERGENCYVENT)4”COUPLING(2°FILLLIMITINGVALVE)COUPLING4”COUPLINGUNTERSTITIALMONITORTUBEWITHPLUG)Neeeeeenesacet(SEE NOTE 6) 2°CHECK VALVE 2”STRAINER (#100 MESH) 2”BALL VALVE (TYPICAL) 276x112"FLEX FITTING (MPTXxFLOATING FLANGE) 2”ACTUATED BALL VALVE SUPPORT VALVES WITH L2x2u1/4”BRACING (2\SECTION -3,000 GALLON DUAL PRODUCT PROTECTED DISPENSING TANK II3--FROM BULK STORAGE TANK YE12)SCALE:1°=2° NOTES 1,SEE STANDARD EQUIPMENT AND MATERIALS ORAWING FOR ADDITIONALSPECIFICATIONS. 2.FOR ALTERNATE MOUNTING OF PUMPS ON HEAD OF TANKS SEE SMEET F-14,DELETE EXTENDED SKIDS If THIS OPTION IS CHOSEN. CONTROL LOGIC 1.CRITICAL HIGH LEVEL SWITCH:SHUTS OFF TRANSFER PUMP AND ACTIVATESCRITICALHIGHLEVELALARMWHENLIQUIDREACHES97%OF TANK CAPACITY. 2.HIGH LEVEL SWITCH:SHUTS OFF TRANSFER PUMP AND ACTIVATES HIGH LEVELALARMWHENLIQUIDLEVELREACHES90%OF TANK CAPACITY. 3.LOW LEVEL SWITCH:SHUTS OFF SUBMERSIBLE PUMP WHEN LIQUID LEVEL DROPSTO12INCHESABOVETHETANKGOTTOM. 4.TRANSFER PUMP:SHUTS OFF ViA MANUALLY OPERATED TIMER OR HIGH LEVELSHUTOFFSWITCH. 5.SUBMERSIBLE PUMP:TURNED ON BY NOZZLE HANG-UP SWITCH ON DISPENSER,TURNED OFF BY NOZZLE HANG-UP SWITCH,OR BY LOW LEVEL SHUT-OFF SWITCH. Wil 47 1"@ THREADED CAP 1"@ SCH 40 PIPE REDUCING BUSHING 4°@ COUPLING [ 1»SCH 40 DROP TUBE NOTE:REMOVE THREADED CAP ANO INSTALL BARREL PUMP FOR WATER ORAW. (3\WATER DRAW _DETAILNGSCALE:27 =1 ALASKAENERGYAUTHORITYPROTOTYPEFUELSYSTEMDRAWINGS198E.5tetAve,-Anchorage,Alasica99603-(007)273-1830OLCMF..an> oz4 a OatsmmisWeary ORAWNBY:RRM CHECKED BY:GMO DATE:05/28/05 JOG NUMBER:03-734 SCALE:AS SHOWN DRAWING TITLE: 3,000 GALLON OUAL PRODUCT PROTECTED DISPENSING TANK SHEET: F-12 6/2/04(07:30)BY:rmooreAUTOCADDRAWINGNAME:F-10-734-40WHITDWGPLOTTINGDATE:NOTES ” y 1.SEE STANDARD EQUIPMENT AND MATERIALS ORAWING FOR ADDITIONAL 6SPECIFICATIONS.i z- 2.PROVIDE TWO UL 142 TANK SADDLES,A THIRD SADDLE IS NOT Oo =REQUIRED.=le¢e =CONTROL LOGIC =a a |C .1.HIGH LEVEL SWITCH:SHUTS OFF TRANSFER PUMP AND ACTIVATES HIGH ="aa LIGHT LEVEL ALARM WHEN LIQUID LEVEL REACHES 90%OF TANK CAPACITY.<{fa2.CRINICA EI :UMSTRUT PIPE ACTIVATES CRITICAL HIGH LEVEL ALARM WHEN LIGUD'REACHES97%.OF > |&SUPPORT |TANK CAPACITY.>Sie Oo ”470 TOW BAR Ce O ©°°@ Os 23 ce od(EACH mo”||3*Ww =5)a_aa||Ww Ts74E <<o wi)EUNISTRUTPIPE|>”oOSUPPORTAT<x =TANK QUADRANT 3 (o)(TYPICAL)a=19 ©_oFACILITY28FROM<aTANKFARM (+\PLAN -4,000 GALLON DOUBLE WALL INTERMEDIATE TANK 3:\F-107 SCALE:17 =2 5Lh. . z -BS 2 g|2 3gaRoma=e e ¢&bal 2 3 & §3 g 3os.2 z °@e6088Sug§\ a5 w w ¥8aSa&&a 2 xigy*s ty Sig g 8AdwuWX33°:&HE aNSRxREetwye®oF oF oF Fy 0°82 §,2z g #2 28 28 25 38 2g»S g==gz 3s Sw Sn at SS WWBeeeBuy3ByS&8B S83 28 8 ul9$Ss or od OF Cg SCF VPS g oSeahs§Sth te te tess 79Fk*8efeawexWHwDelFRanteo 2°STRAINER 52WITH100MESH2°ACTUATED BALL VALVE 5 =g2”BALL VALVE .Cis2”CHECK VALVE a ©ora &ry gOo)sf Qo Loin 7 '97%4 POLE LIGHT POLE,2”SCH 40 2 90%95%CONTROL GALVANIZED PIPE 2 -[PANELb3|90%UNISTRUT UNISTRUT53LSUPPORTSSUPPORTSaS(BEYOND)NY CONTROL .-_-__PANELN4,000 GALLON (SEEDOUBLEWALLEDTANKEjNELECTRICAL)76°9x17.5°LONG Li 1/2"0 ATTACH LIGHT POLE ABE ne Ltt Ee CLAMPS (TYPICAL)DRAWN BY:RRM TOW BAR 3 3 4,000 GALLON CHECKED BY:GMO (a .{nS DOUBLE WALLED TANK DATE:05/28/04{mf Ne "$TANK SADDLE --__||JOB NUMBER:03-734 a io i SCALE:AS SHOWN g W8x35 SKID Y wee OT na DRAWING TITLE:RPDPPS 2PPDY j --}-4,000 GALLON DOUBLE WALL INTERMEDIATE TANK END VIEW -4,000 GALLON f2\SECTION -4,000 GALLON DOUBLE WALL INTERMEDIATE TANK INTERMEDIATE TANK >--SHEET:oF\ectoJ scm:"=2 F-10]SCAE:1"=2 F-10 David Lockard Subject:Kasaan Bulk Fuel Teleconference Location:teleconference Start:Tue 7/10/2018 4:00 PM End:Tue 7/10/2018 5:00 PM Recurrence:(none) Meeting Status:Meeting organizer Organizer:David Lockard Required Attendees:Robert Baker;Bill Hetland;Karl!Hulse-CRW Folks- Bill asked to change the time from 3PM to 4PM. David Bob/Bill- AEA has contracted with CRW Engineers to complete the design of Kasaan's bulk fuel facility.Karl Hulse is the design consultant for CRW on this project. This teleconference is to review the status of the project and plan for completion of the design and construction.If the date and time are not convenient,please propose a different date/time.We will call you or provide a teleconference line depending on how many people want to participate. Please add to the agenda as needed and let me know what number to call. Regards, David Agenda: 7 Introductions and background a Siting =e Fuel types and capacities -* ”Delivery methods _*Tank options =-*Operating plan we Permitting oe Funding =Construction approach e Schedule (aq399N1d) 944 CLSHBLNI) ZX*94.? (dWNd JISISYENENS) 94Vv (3uvdS) 94wt (3uvdS) O4uP? AVMNVA NMOGLIO€ ..7Z i, yqaqdv1 SS3990V dOL --(39NVD 49019) 94.z (IN3A DIMSHASOWLY) 9442 (CINZA-3 AYVNIdd) 948 (1N3A-3 ANVONODSS) JL.8 (MBLINT] Td) O45.P QVSHWINE LNSIWLEVdNOD (dWNd JIGISYANENS) OJu (BuvdS) 94uP (3uvdS) 94WF (LN3A SINSHASOWLY) 94.Z (LN3A-3 ASVAId) 9449 (a9NV9 9019) 94.z (M3LINN. Ts)94QV3H MNVL YANNI (q399M1d) "dL uF d¥3H YNVL Y3LNO -- v27e -- v0¢ - 42 -- 192 - 602 - el --l2t - 6S1 -- 9+1 - sZt - lh 7: ty ieee TERMINATE ELECTRICAL HERE TOP VIEW -FITTING LAYOUT Kasaan BFU Grant Agreement #7210014 |Appendix C Grantee Proposal/Scope of work This award is for the proposed new bulk fuel facility.Kasaan has requested that it include 1 - 3,000 gallon for #1 diesel;1 -1,500 gallon for #2 diesel and 1 -2,000 gallon tank for unleaded gas and be located on a lot owned by the City.This request will be confirmed as part of the CDR process.The scope of work for this Grant Agreement includes the following activities that will be performed by the Authority: Solicitation for Architect/Engineer Design Services for: Preparation of Conceptual Design Report (CDR)with cost estimate Preparation business plan Preparation of Design including cost estimate Construction Phase Services (when funding becomes available) Solicitation of bids for construction,including startup and commissioning This phase of the scope for the project includes preparation of CDR,Business Plan and Design. Anticipated Schedule: CDR May,2014 Business Plan June,2014 Design August,2014 Page 15 of 17 AA -1SLYE/E dors7LEredFeuolwon>2,Lt4¢ myOCP ZO?O | he |2 AS a Wa Christopher G.Gobah - From:Hamar,Stephanie (City of Kasaan)<cityofkasaan1@aptalaska.net> Sent:Tuesday,August 09,2016 11:06 AM To:Christopher G.Gobah Ce:may >>Kasaan Mayor Subject:Re:City of Kasaan Though I cannot guarantee that all will be present,our current council members are:Della Coburn (mayor),Timothy Willis,Nannette Scamahorn, Skip (Charles)Escoffon,Darl West,Bill Langworthy,and Dennis Pollack.Bonnie Hamar is our City Clerk. Thursday at 3pm sounds good.I will post for it today.Thanks! -Stephanie Stephanie Hamar Administrator,City of Kasaan phone:907-542-2212 mobile: address:P.O.Box KXA Kasaan,Ak 99950 site: email:cityofkasaan1@aptalaska.net On 8/4/2016 8:59 AM,Christopher G.Gobah wrote: Stephanie, Can you please send me the names of the city council members who will be a part of this meeting. Thanks. Chris From:Hamar,Stephanie (City of Kasaan)[mailto:cityofkasaan1 @aptalaska.net] Sent:Wednesday,August 03,2016 1:39 PM To:Christopher G.Gobah <cgobah@aidea.org> Cc:Kasaan Mayor <cityofkasaan@aptalaska.net> Subject:Re:City of Kasaan Hi Chris,these are the following points the council was interested in at our last teleconference: *May wish to have two tanks.One would have a 4,000 gallon capacity for heating diesel,and the other would be a 4,000 gallon 1 tank with split capacity to hold 1,000 gallons of diesel and 3,000 gallons of gasoline. *Credit card reader on the split tank is preferred (not necessary for the heating diesel tank). *Would have preferred to house tanks on city property,however,Jim informed us that we do not have enough funding for that. We can set up a teleconference for next week.Many members of our council work during the day,so they prefer 7pm meetings,but we can schedule it earlier in the day,Tues-Thursday as well. Thanks, -Stephanie Stephanie Hamar Administrator,City of Kasaan phone:907-542-2212 mobile: address:P.O.Box KXA Kasaan,Ak 99950 site: email:cityofkasaanl @aptalaska.net On 8/1/2016 1:35 PM,Christopher G.Gobah wrote: Stephanie, lam still waiting on the information from you,|would like to setup a meeting with you,and the city council to discuss the Kasaan bulk fuel tank farm project,let me know if you have some time this week to have a meeting. Thanks. Chris Gobah Energy Development Planner Alaska Energy Authority 907-771-3989 cgobah@aidea.org. BULK FUEL TANK TECHNICAL SPECIFICATION REG-2015-__ Kasaan Bulk Fuel Upgrade Project 1.0 GENERAL 1.1 Scope A.These specifications are intended to identify specific details to be incorporated in a new shop-fabricated,horizontal bulk fuel tanks and dispensers for the Kasaan BFU Project.Items and their respective specification included in this contract are as follows: Structural Steel -Section 15120. Aboveground,horizontal,protected,three product dispensing tank -Section 15175. Fuel Piping System -15191 Pumps and Equipment -Section 15192. Fuel Tank Appurtenances -15193.N=akwB.Items not included in this contract are as follows: 4.Wiring and Controls C.Refer to the sections listed above for further details on specific contract components. 2.0 DRAWINGS Contract Drawings are arranged as follows: C6-9,000 Gallon Protected Dispensing Tank "C7--Tank Details C8 -Tank Mount Light Pole Details -C9 -Retail Dispenser Cabinet _C10 -Retail Dispenser Details Page 1 of 1 Christopher G.Gobah From:Andy Horazdovsky <AHorazdovsky@crweng.com> Sent:Tuesday,November 29,2016 5:37 PM To:Christopher G.Gobah Subject:Kasaan Bulk Fuel Upgrades Attachments:Kasaan Status;5K Single.jpg;12K Single 2.jpg;13500 JETA-AVGAS 3.jpg;DOT 12K 3 COMP.JPG Chris, Attached is an email |sent Tim Sandstrom in July regarding the status of the Kasaan BFU project.That email contains several additional attachments with further supporting info. Regarding tank costs,below are some numbers I've collected over the last couple years for various projects: 1.A 2,000 gallon fireguard tank with tank mounted dispenser &appurtenances will run roughly $45,000 and weight 10,000 Ibs.Jim was looking at providing three of these units to Kasaan to meet their fuel handling needs. 2.A3,000 gallon fireguard tank with tank mounted dispenser &appurtenances will run roughly $55,000 and weight 11,000 Ibs. 3..A 12,000 gallon fireguard tank with tank mounted dispenser &appurtenances will run roughly $90,000 and weight 33,000 lbs. Attached are a few photos courtesy of Anchorage Tank showing a general idea of how the tank mounted dispenser could be fabricated.If you need any additional details,give me a call. Thanks, Andy Horazdovsky,PE Civil Engineer CRW Engineering Group,LLC 3940 Arctic Blvd,Ste.300 Anchorage AK 99503 Office 907-562-3252 |Direct 907-646-5691 www.crweng.com Christopher G.Gobah From:Andy Horazdovsky <AHorazdovsky@crweng.com> Sent:Monday,July 18,2016 1:14 PM To:Timothy J.Sandstrom Cc:Karl Hulse Subject:Kasaan Status Attachments:RE:Kasaan BFU tank specs;FW:Kasaan Site Plan Tim, Per our conversation here's a brief update on the Kasaan project.The attached two emails (and their respective attachments)sum up where we left off on the project with Jim Vail.We went througha series of design iterations to accommodate community requested features,but ultimately the design was scaled back in the interest of available construction funding.The redesign happened back in Fall 2015 and !haven't heard much since then.See attached site plan dated 10- 16-15,Jim was planning to float this concept by the City and proceed from there. Jim was handling community coordination,but it's my understanding that he hoped to have the City construct the gravel pad and tank strip footings as an in- kind contribution.Then AEA would procure three prefabricated tank/dispenser combos (see site plan dated 10-16-15)and ship them to the site.The UL listed tank units would be assembled by the fabricator with in-field work limited to setting the tanks and connecting power and controls. In the attached email "Kasaan BFU tank specs”from June 2016,|sent tank procurement specs to Jim at his request.This tank procurement package was for a single,three-product dispensing tank with attached three-product dispenser that was part of the design as of March 2015.|believe Jim intended to modify these specs to procure the previously mentioned prefabricated tank/dispenser combos (three of them)that replaced the single three-product tank. Once you get a chance to review the attached emails and site plan,feel free to give me a call to discuss and I can further clarify. Thanks, Andy Horazdovsky,PE Civil Engineer CRW Engineering Group,LLC 3940 Arctic Blvd,Ste.300 Anchorage AK 99503 Office 907-562-3252 |Direct 907-646-5691 www.crweng.com Project Code:340276 'Kasaan BFU (2) Posting Date:1/1/2001..6/30/2017 AsofEntryNo:2309781 Report Run Date:°1/23/17 8:13 AM >Fund No."soit Contract-*7etts u\ve--ah-Contract Title meriAsAward 25 VW2M2017 0.0070005[ruTure suDGET 110,846.55 'Future Budget/Advances Totals ee eat eke Ste entities:NOGrant.;'eRe 71001 NON GRANT -"UNCATEGORIZED ;..!. 71005 PERSONAL SERVICES 0.00 0.00 0.00 0.00 73150 AEA STAFF 17,097.72 0.00 17,097.72 0.00 72005 TRAVEL 3,224.15 0.00 3,224.15 0.00 73120 DESIGN ENGINEERS 0.00 0.00 0.00 0.00 7300S CONTRACTUAL 0.00 0.00 0.00 0.00 74005 MATERIALS 0.00 0.00 0.00 0.00 75005 EQUIPMENT 0.00 0.00 0.00 0.00 Non-Grant Totals 25,000.00 20,321.87 9.00 20,321.87 0.00 4,678.13 hd SpeRe ae Steaene ae Se SR aber Tetea ke)aki ae eats,WN aa Ne ES Rae a AM Ra Te ee ea 260,000.00 0.00 0.00 0.00 77310 GRANT -PASS THROUGH 0.00 0.00 0.00 0.00 77510 CM LABOR 0.00 0.00 0.00 77515 FA LABOR 0.00 0.00 0.00 77530-INS WORKER COMP/GEN LABILITY INS 0.00 0.00 0.00 77520 TRAVEL 0.00 0.00 0.00 77825 PJ SITE FOOD &LODGE 0.00 0.00 9.00 77530-Other CONTRACTUAL 101,537.93 27,689.07 129,227.00 77535..77540 FREIGHT 0.00 0.00 0.00 77580 MATERIALS 0.00 0.00 0.00 {77560 EQUIPMENT 0.00 0.00 0.00 177870 LAND 0.00 0.00 0.00 77890 DAMAGE CLAIMS 0.00 0.00 0.00 Grant Totals wesw 260,000.00 101,537.93 27,689.07 129,227.00 0.00 130,773.00 ;ran . {0.00 |0.00 |0.00 |0.00 |0.00 |0.00 [I I i 121,859.80 189,348.87 135,451.13 AR089125812-1711130010S-AEABF Upgi ..';,;.£2830 00000 NA 12130010 S-AEA Bulk Fuel Upgrades ARO89113501-17 30,686.21 0.00 0.00 0.00 0.00 0.00 30,686.21£2830 00000 NA 13130010 S-AEA Bulk Fuel Upgrades ARO89107302-17 40,000.00 0.00 0.00 0.00 0.00 0.00 '40,000.00 eher Award swiarx AR Code:pong petsanions Funding SOUnce TMs siemens roject Budget Recap1-JET-REV110713.xsx 340276 «.Non-Grant .Wb Rat eg Gn en gee oo se eee Sak Sh eae tun Lace EW amas Lina sede ata an tad ee Se we[13130010 |S-AEA Bulk Fuet Upgrades ARO89107301-17 |25,000.00 |20,321.87 |0.00 |0.00 |20,321.87 |0.00 |4,678.13 25,000.00 |20,321.87 |0.00 |0.00 |20,321.87 |0.00 |4,678.13SubrecipientGrant©7:ee Saeed ye at a .Weee ..BaecmSate Oe eo7210014[13130010_260,000.00 |101,537.93 |27,689.07 |0.00 |129,227.00 |0.00 |130,773.00 260,000.00 [101,537.93 |27,689.07 |0.00 |129,227.00 |0.00 |130,773.00 ae tin:di'az coat,COMNMUNIty Contribution :5 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ae ws'3"TOTAL PROJECT FUNDING (INCLUDING Future Budget/).395,846.55 121,859.80 27,689.07 0.00 149,548.87 0.00 246,297.68 Balance Check 395,846.55 121,859.80 27,689.07 0.00 149,548.87 0.00 246,297.68 Difference 0.00)0.00 0.00;0.00,0.00 0.00)0.00) Pagetof1 Fite;us\Yobsdota\30404.u0nasaanBFU\OOCADD\O1WorkingSet\01Civil\30404.06GENERALSHEETS.dwg,KG NOTES:,paved x9 >ee ,OF 1.INSTALL 5 PORTABLE FIRE EXTINGUISHERS,INCLUDING TWO IN THE FENCED AREA,ONE AT THE DISPENSER AND TWO SPARES :ofSa Sig qsTOBESTOREDWITHSPILLRESPONSEEQUIPMENT.EXTINGUISHERS MOUNTED OUTSIDE SHALL BE WITHIN APPROVED WEATHER ?Bese &PROOF ENCLOSURE WITH HINGED DOORS.i BSS oe:oO Noes Ly2.SEE ELECTRICAL SHEETS FOR LOCATIONS OF EMERGENCY STOPS AND INSTALL SIGNS AT THOSE LOCATIONS,:Booch Re:255 Gu 28 xanes<See7PROPERTYguae :POY LINE ee R)A ATION REQUIREMENTS:mS 5 . THE PROPOSED TANK FARM WILL PERFORM TWO FUNCTIONS -BULK STORAGE,AND RETAIL/FLEET DISPENSING.ALL TANKS ARE ?'CG |* INSTALLED ABOVE GROUND.TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT INTERNATIONAL FIRE CODE,THE 2013 >|a ee ALASKA ENERGY AUTHORITY/DIMSION OF FIRE PREVENTION MEMORANDUM OF AGREEMENT,AND STATE OF ALASKA REGULATIONS i |-Po 3,THE FOLLOWING MINIMUM CLEARANCES ARE REQUIRED:°Fe ",10"FROM THE DISPENSER TO ALL BUILDINGS AND PROPERTY LINES.i ||Z dg 4%20'FROM THE DISPENSER TO FIXED SOURCES OF IGNITION.:i a 50°FROM THE DISPENSER TO ALL UNPROTECTED TANKS.(INCLUDES STATIONARY TANK TRUCKS)>|e\a 'B? 5'FROM PROTECTED DISPENSING TANKS (6000 GAL MAX)TO THE NEAREST IMPORTANT BUILDING OR NEAREST SIDE OF A >||Warn F fetPUBLICWAY.=>:|Ne]eSTteS15'FROM PROTECTED DISPENSING TANKS (6000 GAL MAX)TO THE NEAREST PROPERTY LINE WHICH IS OR CAN BE BUILT wo:|||" UPON.a:a 30°FROM 751-12,000 GAL BULK STORAGE TANKS TO THE NEAREST PROPERTY LINE WHICH IS OR CAN BE BUILT UPON.Zz ;||EXISTING GRAVEL PAD =g 40'FROM 12,001-30,000 GAL BULK STORAGE TANKS TO THE NEAREST PROPERTY LINE WHICH IS OR CAN BE BUILT UPON.S |a 2, 25'FROM THE BULK TRANSFER HOSE STAND TO THE NEAREST TANK,THE NEAREST IMPORTANT BUILDING,THE NEAREST =z °||EXISTING SHOP w88e PROPERTY LINE WHICH IS OR CAN BE BUILT UPON,COMBUSTIBLE MATERIALS,AND FIXED SOURCES OF IGNITION.DISTANCE =|a sar WAY BE REDUCED TO 15'IF NOT USED FOR TRANSFER OF CLASS |LIQUIDS.2:||g 235%25'FROM FUEL TANKS AND PIPELINES TO RESIDENTIAL WATER WELLS ?||é eyes 100"FROM FUEL TANKS AND PIPELINES TO PUBLIC WATER WELLS co.=-=Petr?a:|geel"||NO: WARNING SIGNS &INFORMATION PLACARD SCHEDULE:i || PROVIDE ALL SIGNS INDICATED IN THE SCHEDULE BELOW,QUANTITY &LOCATION AS INDICATED ON THE DRAWINGS.ALL SIGNS :|SHALL BE CONSTRUCTED FROM 0.08"ALUMINUM PLATE,AND SIZED IAW 2009 IFC.SIGN LETTERING (S SHOWN BELOW IN >|QUOTATIONS.PROVIOE 3/16"HOLES IN ALL FOUR CORNERS.PROVIDE NON-REFLECTWE VINYL BACKGROUND,3M 3650-10,i |WITH 3M SERIES 225 HIGH PERFORMANCE VINYL LETTERS,ONE SIDE ONLY,COLOR AS INDICATED.ATTACH TO FENCING WITH :|GALVANIZED HOG RINGS OR STAINLESS STEEL CABLE TIES.SIGNAGE PLACED DIRECTLY ON TANKS SHALL CONSIST OF HIGH :z QUALITY ADHESIVE BACK DECALS OR PAINTED STENCILS.:|nm °<a a .y <WARNING SIGNS -RED LETTERING ON WHITE BACKGROUND (3 HIGH X 1/2 STROKE LETTERS)3 |98.0°8 9 =8:.|. '°MIN a z(CO)"DANGER FLAMMABLE LIQUIDS”>|(15"MIN))z 5 6 :-4 wn(2)*No SMOKING NO OPEN FLAMES">|Zg 43 ;<be avd@"FLAMMABLE ____GALLONS GASOLINE”OR "COMBUSTIBLE ____GALLONS DIESEL",INSERT VOLUME IN GALLONS AS :|4 FC 8APPROPRIATE.>A IN x a)o :og rrr ee a Hy}INFORMATIONAL PLACARDS -BLACK LETTERING ON WHITE BACKGROUND (2 HIGH 1/2 STROKE LETTERS)2 7 I \g a "IMPORTANT -PRIOR TO DISPENSING:>'ee@1,SHUT OFF MOTOR a OOOO)|: 2.DISCHARGE YOUR STATIC ELECTRICITY BEFORE FUELING BY TOUCHING A METAL SURFACE AWAY FROM THE NOZZLE :COO)4 3.TO PREVENT STATIC CHARGE,D0 NOT RE-ENTER YOUR VEHICLE WHILE GASOLINE IS PUMPING :RETAIL Sispenser |a: 4.IF A FIRE STARTS,DO NOT REMOVE NOZZLE -BACK AWAY IMMEDIATELY":i fy hid @ "IT IS UNLAWFUL AND DANGEROUS TO DISPENSE FUEL INTO UNAPPROVED CONTAINERS*O@ |bp 44.5 au TYPICAL ALL GATES (10'MIN)E3(6)"ATIACH STATIC WIRE TO PORTABLE TANK PRIOR TO FILLING" @ *IN CASE OF FIRE SPILL OR RELEASE?FIRE EXTINGUISHER IN WEATHER PROOF ae TTY.YoY aes 1.USE EMERGENCY PUMP SHUTOFF ENCLOSURE (TYP,SEE NOTE 1)z 2.REPORT THE ACCIDENT! CONTACT THE CITY OF KASAAN (907)-542-2212 EXISTING SEPTIC TANK KASAAN VOLUNTEER FIRE DEPARTMENT NO.(907)-617-8998 EXISTING PROPANE TANK, FACILITY ADDRESS:4 SE T CITY OF _KASAAN SHOP &TRIPLE PRODUCT PROTECTED TANK &SHEET C3 = 22 TOLSTO!HIGHWAY a 1S)*3,000 GALLON DIESEL #1 aw KASAAN,AK 99950 4 *3,000 GALLON DIESEL 42 8X20"CONNEX VAN FOR eleREPORTACCIDENTTOADEC(907)-465-5340 Wa *3,000 GALLON GASOLINE STORING SPILL (@)Fa &CONTINGENCY EQUIPMENT a *SPILL CONTINGENCY EQUIPMENT"9 Q |= L re (@)"EMERGENCY SHUTOFF”-SEE ELECTRICAL FOR SIGN LOCATIONS Z x&re "PRESSURE NOT TO EXCEED 70 PSP (NOTE THIS SIGN IS WELDED TO THE BARGE HEADER SUPPORT)c j ay/EXISTING ELECTRICAL FACILITIES,SEE SHEET C3 2 wnINSTRUCTIONPLACARDS-BLUE LETTERING ON WHITE BACKGROUND (1/2"HIGH X 3/8"STROKE LETTERS)Zt = of- @ "RETAIL DISPENSING:"PROPERTY LINE = 1.SHUT OFF VEHICLE AND CONNECT TO GROUNDING REEL 2.SELECT PAYMENT METHOD wo]+z3.SWIPE CREDIT CARD ON CARD READER S|2}gf & 4.FOLLOW INSTRUCTIONS ON DISPLAY =25,REMOVE NOZZLE,SELECT FUEL TYPE AND BEGIN FUELING 2 8 3 6.REPLACE NOZZLE AFTER FUELIN 2BENGGRAPHICSCALEsegf &(-\TANK FARM SETBACK/SIGNAGE PLAN 10 9 10 20 as 6 65 # (G2J SAE:GRAPHIC ee Sheet Wo. SCALE IN FEET G2 SHEET.OF. STEEL TANK INSTITUTE FIREGUARD® US PATENT 0.0.008.008 THIS TANK REQUIR®S EMERGENCY RELIEF VENTING,CAPACITY NOT LESS THAN THE FOLLOWING: PRIMARY TANK /a GALLONS CUNC FT HtPRIMARYTANK/i)'GALLONS CUB,FTAR NALILAR SPACE CAPACITY GALLONS CUB FTA DATE OF MANUFACTURE: PROTECTED SECONDARY CONTAINMENT ABCYEGROUND TANK =FIREGUARD®FOR FLAMMABLE LIQUIDS «--«UL SEAL WUMER _KKXAKAXK LISTED or TOG TAK stanoerr ATION OLY©PRESSURLTE PRIMARY TAU WHEN PRESSURE TESTING AMULAR SPACE ©VEHICLEIOPACTRESISTANT©TS TA SUL DE DWESTIGATED TO DETEROONE ACCEPTAMLITY OF UME AFTER FIRE EXPOSURE DAMAGE,QTHER PTSICN,DWMACE.OR MISUSE. 4 2008,371 Pot NES: ©F A LEM 1S DETECTED (WATER OR FUEL)THIS TAO (6 TO DE REMOVED PROM SERVICE.THE LOCAL CODE AUTHORITY(B00 THK AADLFACTURER SHOULD WE CONTACTID 10 DETERMINE (F THE INGLLATION CAN BE REPLACED OR AEPMIRED,©THOS TANK 16 SITERDED FOR INSTALLATION IY ACCORDANCE WHTtt HPPA 50,NFPA J0A,MPA Si,Of THESOFOFFIRECOCKSTANDARDAF©IGLATED ABOVEGROMD TAME PROTECTED TYRE ©TAM LISTED AS A FIRE RESISTANT SECONDARY CONTADEEDNT TAKEPENTE)CD)©PROECTRE RESISTANT SF PUNCHED,STER.THICKNESS MEETS REGU! LIGHTWEIGHT DOUBLE WALLsh,STEEL TANK INSTITUTE SANBLAST &COAT TANK EXTERIOR, LADDER,AND OTHER EXTERIOR SURFACES WITH WHITE CHEMLINE POLYURATHANE PER MANUFACTURER'S SPECIFICATIONS. PLUG ALL OPENINGS FOR SHIPPING (NO THREAD PROTECTORS) PROVIDE GROUNDING LUGS ON TANK SKID. ALL WIRING &EQUIPMENT TO BE EXPLOSION PROOF.ALL WIRING TO TERMINATE AT A SINGLE JUNCTION BOX FOR A SINGLE POINT FEED. ® ©©mn"yaorLYOLtaCr)G---is =="ioe|_Capa 3,000 |i >>SpycCae=it1SIDE VIEW DISPENSER SHOWN SIDEWAYS FOR CLARITY On 10/26/2016 2:21 PM,Christopher G.Gobah wrote: Hi Stephanie, lam just checking in with you,to see if the council makes any plans as yet to move the bulk fuel tank farm project forward.Please let me know what is the next step from here. Thanks. Chris From:Hamar,Stephanie (City of Kasaan)[mailto:cityofkasaan1@aptalaska.net] Sent:Wednesday,August 03,2016 1:39 PM To:Christopher G.Gobah <cgobah@aidea.org> Cc:Kasaan Mayor <cityofkasaan@aptalaska.net> Subject:Re:City of Kasaan Hi Chris,these are the following points the council was interested in at our last teleconference: *May wish to have two tanks.One would have a 4,000 gallon capacity for heating diesel,and the other would be a 4,000 gallon tank with split capacity to hold 1,000 gallons of diesel and 3,000 gallons of gasoline. *Credit card reader on the split tank is preferred (not necessary for the heating diesel tank). *Would have preferred to house tanks on city property,however,Jim informed us that we do not have enough funding for that. We can set up a teleconference for next week.Many members of our council work during the day,so they prefer 7pm meetings,but we can schedule it earlier in the day,Tues-Thursday as well. Thanks, -Stephanie Stephanie Hamar Oo KeSaNion Administrator,City of KasaanVayphone:907-542-2212 mobile: address:P.O.Box KXA Kasaan,Ak 99950 site: email:cityofkasaanl(@aptalaska.net On 8/1/2016 1:35 PM,Christopher G.Gobah wrote: Stephanie, I am still waiting on the information from you,!would like to setup a meeting with you,and the city council to discuss the Kasaan bulk fuel tank farm project,let me know if you have some time this week to have a meeting. Thanks, Chris Gobah Energy Development Planner Alaska Energy Authority 907-771-3989 cgobah@aidea.org. Stephanie Hamar City Administrator City of KasaanCeeenbidtentttienhdeatientes:d--p:907-542-2212 f.907-542-2223 a.PO.Box KXA-17 Kasaan,AK 99950-0340 e.cityofkasaan1@aptataskanet Stephanie Hamar City Administrator City of Kasaan p:907-542-2212 f.907-542-2223 a.PO.Box KXA-17 Kasaan,AK 99950-0340 e:cityofkasaan1 @aptalaska.net Christopher G.Gobah From:Stephanie Hamar <adminassistant@cityofkasaan.net> Sent:Wednesday,November 16,2016 12:23 PM To:Christopher G.Gobah Subject:Re:City of Kasaan Hi Chris,I was not able to get any questions for you from the council,but at last night's meeting,the council decided that the City of Kasaan is going to manage the remainder of the grant.Our clerk is still working on getting the resolution scanned,but I will forward it to you as soon as I can. Thank you, -Stephanie On 10/27/2016 11:45 AM,Christopher G.Gobah wrote: Stephanie, |discussed this with my supervisor and he would like to have the council members input on the tank farm If|could get all the council member's questions,would the council rather an AEA manage project or a community manage project. Please let me know. Thanks. Chris a From:Stephanie Hamar [mailto:cityofkasaan1 @aptalaska.net] Sent:Thursday,October 27,2016 10:22 AM To:Christopher G.Gobah <cgobah@aidea.org> Subject:Re:City of Kasaan Hi Chris,the council has not responded to me with their questions on this project.It is my understanding that their opinion on having the project finished is not changed,though it has now been put on hold for months in waiting for a resolution.Can we not continue with their previous decision to have AIDEA manage until they express an opinion otherwise? Thanks, Stephanie ARTICLE B1 PURPOSE B1.1 Project Description Kasaan BFU Project Contractor shall provide an abbreviated CDR and the Final Design,including bid documents for replacing existing bulk fuel facilities in Kasaan,Alaska.The City has pre-selected the desired tank sizes,product type(s)and a City owned lot for the proposed new tank farm.The tank farm will consist of three double wall ASTs with dispensers placed on an existing gravel pad foundation. Schedule: Notice to Proceed May 8,2014 Site Inspection May 22-23 Draft CDR Submitted June 20,2014 Final CDR Submitted July 11,2014 65%Design Submittal August 15,2014 Final Design Submittal September 8,2014 The Agency reserves the right to negotiate services and add by amendment. ARTICLE B4 SCOPE OF SERVICES This article describes services for this NTP. B4.1 General &J Included O Future C]Not Included &Amended The Contractor shall provide engineering services in support of the 1.pre-design 2.design . i ....4-censtruction administration for the project which shall include; 5 electrical -distribut This project may require coordination with concurrent energy projects which involve local,state and federal agencies. B4.2 Pre-Desiqn Services O Included J Future &Not Included &Amended The Contractor shall provide Page 1 of 12 2.planning,permitting 3.site research §--coenceptual design 6-presentations Site research shall include 9.review of property information (US-Surveys-and recorded Plat information)for current and future ownership; 10.easements and utilities information;and 11.review of existing environmental or geotechnical reports. 12.The Contractor shall conduct a site visit that would include a.aninvestigation of the existing facilities, b.proposed facility locations,as well as The project delivery strategy shall include either one or a combination of the following methods: 14.After competitive bidding,a construction contractor who was awarded a contract by the Authority. B4.3 Conceptual Design &Included CO Future OO Not Included XC Amended The Contractor shall provide conceptual design services,which include preparing a Conceptual Design Report (CDR).A typical BFU report includes the following: Executive Summary; BFU:Description of existing capacity and usage; Identification of amount of fuel required in a community (RPSUs); List of local stakeholder and contact names,phone numbers and e-mail addresses,as available. .Record of village meeting,contacts and agreements; 6.Identification of applicable state and federal codes and regulations for the design of the new facility; 7.Identification of locally available fill materials,including ownership and anticipated cost; 8.Summary of alternatives available and benefits and costs for each; 9.A description of other loca!potential energy resources and concurrent energy related projects,and opportunities for coordinated design and construction. 10.Identification of the condition of existing tanks,pipe and anything else considered for reuse; 11.Land title information including title search results shall be included as an appendix; 12.Conceptual Design Drawings which include a village layout plan,site plans for each alternative site,and power plant footprint.All site survey information shall be incorporated into the plans; 13.Identification of permits required for construction; 14.Project Schedule including design,permitting and construction;BWN>Page 2 of 12 15.Construction Cost estimate based on force account labor usage,historic costs for Authority construction projects,and an appropriate inflation factor; 16.Identification of existing local labor pool data collected if available from local entities including Village Corporation,IRA Council,City Administrator,etc.; 17.Identification of locally available construction equipment and cursory review of condition, ownership and rental rates if available; 18.Proposed ownership and operating agreements for the new facilities. B4.4 Final Design WIncluded OC Future [J Not Included (1 Amended The Contractor shall provide final design services which includes a Plans,Specification,and Estimate (PS&E)deliverable.The PS&E shall be suitable for the project delivery strategy. An engineer's estimate of cost shall be provided,signed and dated by both preparer and checker. A Plans-in-Hand Review (75%complete)and a Pre-final PS&E (95%complete}review shall be required.The following shall be submitted for these reviews: 1.Arecommended number of calendar days for the construction contract or a recommended construction contract completion date. 2.At the pre-final,provide a response to all comments received from the Plans-in-Hand review. Also,provide a brief design summary report that lists the significant changes made to the PS&E assembly after the Plans-In-Hand Review meeting but which were not discussed at that meeting. 3.A brief description of the work required to construct this project,for use by the Authority is preparing the Invitation for Bids. 4.One printed set of drawings and an electronic copy,both suitable for reproduction. 5.Specifications 6.Engineer's Estimate 7.Permits 8.Alist of all submittals which will be required from the Construction Contractor. B4.5 Bid Phase Services WlIncluded 0 Future O Not Included LJ Amended If the selected project delivery strategy includes a competitive invitation to bid (ITB),the Authority typically: Prints and distributes Bidding Documents to bidders Maintains a "plan holders"list Collects fees for bidding documents,if required Distributes addenda Administers bid opening Receives,reviews,and approves submittals required for award Awards construction contractNOaARWN>The Contractor may be requested to provide bid phase services as described below (B4.5.1-B4.5.4). B4.5.1 Bidder Questions W&Included (0 Future Oj Not Included CJ Amended All Questions from potential bidders shall be directed to the Procurement Manager.The Procurement Manager will coordinate responses with the Project Manager and Contractor.Responses shall be issued by addenda. Page 3 of 12 B4.5.2 Substitutions &Included OO Future 0 Not Included C1 Amended During the bidding period,bidders will transmit substitution requests to the Authority.The Contractor shall review substitution requests and respond in writing through the Project Manager.Contractor's written response shall approve or reject substitution request and if rejected,shall document reasons for rejection.All approved substitutions shall be issued to bidders by addendum. B4.5.3 Addenda-not used B4.5.4 Pre-Bid Conference &Included CO Future 0 Not Included (1 Amended 1.The Contractor shall participate in pre-bid conference(s).The Contractor and Authority shall agree in advance which design disciplines will be present in person or by teleconference to answer bidder questions. 2.Contractor shall give a presentation to provide bidders with information on general scope of work,schedule requirements,other contracts affecting the project,and unusual aspects of the project. B4.6 Construction Administration-Basic Services &Included CO Future OO Not Included C1 Amended The Contractor shall provide assistance to the Authority in its administration of a designated construction contract commencing with the previously mentioned methods and terminating with final acceptance of the project and Authority approval of the Contractor's final invoice for all services throughout the construction phase. The Contractor shall: 1.Participate in a pre-construction conference(s)with the Authority and the construction contractor. 2.Respond to Authority or construction contractor initiated requests for clarifications of documents within five working days from the date the Contractor receives the request. 3.Receive,track,and review all construction contractor submittals required by the Contract Documents.Submittals shall be reviewed for conformance with the design concept of the project and for compliance with the requirements of the Contract Documents,within 10 working days following the date of receipt of the submittal by the Contractor.A written response shall indicate one of the following: Reviewed,no comments Reviewed,see comments Revise as noted,and resubmit Rejected for reasons notedaoon 4.Review the Construction Contractor's schedule submittals and make written comments to the Project Manager regarding the Construction Contractor's: a.Schedule of shop drawing submittals b.Schedule of values c.Progress schedule 5.Review and forward change orders to be issued by the Authority.The Contractor shall prepare drawings,specifications,cost estimates,and other documentation as required for change orders Page4 of 12 at no additional cost to the Authority,when the change order is required as the result of a design error or omission. 6.Prepare drawings,specifications,cost estimates,or other documents required for a change order resulting from a changed condition,client requested change,or change requested by the construction contractor (all of which are not the result of a design error or omission)shall be an additional service. 7.Contract Administration.Upon request by the AEA,CONTRACTOR shall assist with contract administrative tasks such as the development of construction forms,DCVR tracking,review of pay estimate requests,evaluation of change orders,project closeout documents,etc. B4.8 Applications For Payment X Included O Future OC Not Included CJ]Amended The Contractor shall review all Applications for Payment from the construction contractor.Contractor shall recommend approval of a pay request as representing a true estimate of work completed and materials delivered and properly stored.Contractor shall recommend disapproval of payment for any legitimate reason as specified in the General Conditions of the construction contract. ARTICLE B5 ADDITIONAL SERVICES B5.1 General The Contractor shall provide services described within this Article. B5.2 Special Meetings /Presentations &)Included ()Future C]Not Included CL)Amended The Contractor shall provide design presentations or attend meetings as requested by the Project Manager,which are not required under Section B3.12. B5.3 Design Phase Inspector Participation,On-Site Observation and Quality Assurance Xi Included 1 Future 0)Not Included 1)Amended The Contractor shall provide quality assurance services during the construction of the project including: 1.Pre-construction design review by construction inspector(s).Comments shall be reviewed by the design team and appropriate changes to the Construction Documents shall be made prior to final Plans,Specification,and Estimate 2.Provide a construction observation plan,which identifies critical inspections,and tests,which are recommended to provide a reasonable level of quality assurance during construction. 3.On-site construction observation by qualified inspector(s),as required to assure quality construction,which meets the requirements of the Contract Documents. 4.Inspector(s)provided by the Contractor shall have thorough knowledge of materials,applicable construction methods,and the requirements of the Contract Documents.Project Manager may require the Contractor to replace inspector(s)who do not meet the above requirements. 5.Contractor shall provide a representative on-site within 24 hours of a request from the Project Manager unless otherwise specified.Contractors will be given additional time to arrive on site for projects that are rural or when travel is delayed due to weather. Page 5 of 12 6.Contractor shall be paid for on-site observation time on a basis in accordance with this agreement.Project Manager will make reasonable allowance for travel time to the site. 7.Ifit is subsequently determined that on-site observations were necessitated by a design error or omission,the Contractor shall provide such on-site representation at no cost to the Authority and the Contractor shall correct the error or omission as quickly as possible to minimize delay to the construction project. 8.Contractor shall provide inspection reports to the Project Manager documenting the following: Date and time of inspection (arrival and departure) Work observed Identification of problems or deficiencies in the work observed Work which is behind schedule Weather conditions affecting the work Attach photographs appropriate to the report Awritten report of each visit must be submitted to the Project Manager and will serve as documentation for payment.a>mpao7D9.Participate in Substantial Completion inspection and Final Completion inspection with all design disciplines represented.Contractor shall prepare a list of work items required by the Contract Documents,which are incomplete,defective,or otherwise unacceptable.Assist Authority in determination as to whether work is substantially complete or finally complete in accordance with the Contract Documents. 10.Attend construction coordination meetings with the Construction Contractor and the Authority. B5.4 Substitution Evaluations During Construction J Included 1 Future O Not Included CO Amended The Contractor shall evaluate substitution requests submitted by the construction contractor and respond in writing through the Project Manager.Contractor's written response shall approve or reject substitution request and if rejected,shall document reasons for rejection. B5.5 As-Built Surveys &Included O Future [J Not Included C1 Amended 1.The Contractor shall provide a Pile Layout Survey.For BFUs and RPSUs with pile foundations, an as-built survey of the pile locations shall be performed. 2.After construction has been completed,provide an As-Built survey stamped by a registered land surveyor. a.Provide an electronic drawing file (Autocad and PDF)to Authority. B5.6 Cost Estimating &Included C0 Future O Not Included CJ]Amended 1.The Contractor shall provide cost estimates,beyond estimates required in basic services,for Authority projects at any level of design. 2.Estimates shall include accurate quantity surveys and cost estimates for all design disciplines, including Page 6 of 12 civil architectural structural mechanical electricaloaoom 3.The Contractor shall work with other firms on contract to the Authority that provide specialized services such as engineering,architectural,economic/financial analysis,environmental investigations,regulatory compliance,electric utility design/repairs,and legal services. B5.7 Requlatory Plan Development &Included O Future 0)Not Included CL)Amended 1.The Contractor shall develop required regulatory plans. a.federal, b.state c.local B5.8 Federal Permitting X Included CO Future LC)Not Included CL)Amended The Contractor shall assist the (Authority)by providing services that are necessary to comply with Federal permitting requirements for the operation,improvement and construction of rural energy projects.Services include but are not limited to: 1.Obtain permits,licenses and rights-of-way required for a.design b.construction c.operation d.maintenance, in a timely manner for the Authority's projects. 2.Coordinate,on behalf of and at the request of the Authority,with Federal Regulatory Agencies as necessary to maintain compliance with the Authority's project licenses and provide responses for the requirements. 3.Obtain,monitor,modify,and file as required,on behalf of the Authority,all a.sewer b.water c.landfill,rights-of-way d.other permits required for the operation,maintenance,repair and improvement of Authority projects. B5.9 Third Party Review and Other Support: OJ Included (©Future &)Not Included CO)Amended B5.10 Negotiating Agreements U1 Included QO Future &Not Included 1 Amended Page 7 of 12 B5.11 Operation and Maintenance Manuals Included 1 Future OO Not Included Oi Amended The Contractor shall prepare operation and maintenance manuals for Authority projects. B5.12 Record Documents &Included (Future OO Not Included [J]Amended The Contractor shall prepare an electronic set of drawings (Autocad and PDF)and specifications (PDF) showing significant changes in the project made during the construction process based on marked-up prints,drawings and other data prepared by the prime construction Contractor and subcontractors: B5.13 Warranty Inspection Xl Included O Future C1 Not Included OO Amended The Contractor shall provide a thorough inspection of work,prior to the end of the one-year correction period,and prepare a written list to the Authority identifying items requiring correction by the construction contractor. B5.14 Commissioning/Acceptance Testing &Included OC Future C)Not Included CL)Amended The Contractor shall provide commissioning/acceptance testing following Authority and/or manufacturer defined requirements. B5.15 Business Operating Plan Preparation OD)Included Oj Future XX Not Included LC)Amended ARTICLE B6 PROGRAM SPECIFIC REQUIREMENTS B6.1 General Below are requirements for a typical rural energy infrastructure project. Page 8 of 12 B6.2 BULK FUEL TANK FARM CONCEPTUAL,FINAL DESIGN AND CONSTRUCTION ADMINISTRATION e Not Used B6.2.2 BFU Final Design e Not Used B6.2.3 BEFU Construction Administration e Not Used B6.3 RURAL POWER SYSTEMS UPGRADES CONCEPTUAL DESIGN,DESIGN AND CONSTRUCTION ADMINISTRATION B6.3.1 RPSU Conceptual Design Ol Included (1 Future X Not Included CO)Amended B6.3.2 RPSU Final Design W&Included CO Future C1 Not Included 1 Amended Upon completion of the conceptual design the Contractor shall provide final design services. 1.The Contractor shall perform a site survey to gather design and property information. 2.The Contractor shall review the exiting geotechnical data gathered in the community and determine if additional work is required to develop foundation designs. Page 9 of 12 a.The anticipated geotechnical investigation shall include a site inspection and digging of test holes using local equipment. 3.The Contractor shall develop construction drawings based on the 35%design drawings presented in the original Conceptual Design Report as updated by Contractor under Task 1 above.The construction plans shall include a.civil, b.structural, c.architectural and d.electrical drawings for the site development and construction of power plant building.The plans shall include a.sheet specifications. b.Electrical designs,as required,shall be developed. A professional engineer registered in the State of Alaska,as appropriate,will stamp the final drawings.Upon completion of the designs electronic construction drawings (Autocad and PDF)shall also be delivered to Authority. 4.The Contractor shall update the previous Construction Cost Estimate for the project based on the final design. 5.The Contractor shall prepare a Fire Marshal Plan Review Application.Upon completion of the design,Contractor shall submit the plans to the Fire Marshal to review.Contractor shall work with the Fire Marshal to address questions and comments during the review. Fire Marshal review fee shall be included in Contractor's fee proposal for the Notice to Proceed. 6.Contractor shall prepare an Environmental Assessment for the project based on the Authority format. B6.3.3.RPSU Construction Administration Included Future 0 Not Included CO Amended 1.The Contractor shall provide additional CA services as described in ARTICLE B5 Additional Services. 2.Where applicable,the Contractor shall provide an as-built survey of the pile locations, immediately following installation (Autocad and PDF). 3.The Contractor shall provide an as-Built survey of the completed RPSU facilities (AutoCad and PDF). B6.4 RURAL POWER DISTRIBUTION CONCEPTUAL DESIGN,FINAL DESIGN AND CONSTRUCTION ADMINISTRATION &Included CO Future OO Not Included 1 Amended The Contractor shall may be required provide pre-design,design,bid phase and construction administration services for rural distribution or tie line projects. In addition to the deliverables stated in other sections,the Contractor shall may be required to provide: 1.Assessments of existing distribution systems 2.Review level distribution drawings and details Page 10 of 12 3 4 5. 6. 7 8 9 1 0. .Stamped distribution construction drawings .Staking sheets Bid tab units Cost estimate from bid tab unit Distribution specific right-of-way and easement documents Distribution division CSI formatted construction specifications Record drawings Electronic copies of all deliverables In addition to the effort stated in other sections,Construction Administration may include:NOaRWN>Bid response review Equipment location staking Submittal review On site pre-construction meeting Construction progress inspection Substantial completion inspections Punchlist design compliance inspection B6.5 POWER GENERATION CONTROL SYSTEMS UPGRADES AND MODIFICATIONS &Included (J Future 1 Not Included CO Amended In addition to the deliverables and efforts stated in other sections,the Contractor may be required to provide: 1. 2.design, 3.bid phase and 4.construction administration services for upgrading and modifying power plant control systems. Pre-design, The work may involve OONAMNupgrading or modifying switchgear programming procuring and installing SCADA hardware and software designing and installing metering systems other work related to making modifications to existing powerhouses on behalf of a community or owner of the system. B6.6 MINI AND MICRO HYDROELECTRIC CONCEPTUAL DESIGN,DESIGN AND CONSTRUCTION ADMINISTRATION O Included OO Future &Not Included OO)Amended Page 11 of 12 B6.7_NON RAILBELT UTILITY SCALE WIND PRE-DESIGN,DESIGN AND CONSTRUCTION ADMINISTRATION OJ Included (J Future &Not Included CO Amended B6.8 BIOMASS PRE-DESIGN,DESIGN AND CONSTRUCTION ADMINISTRATION OIncluded (©Future Not Included CT)Amended B6.9 HEAT RECOVERY CONCEPTUAL DESIGN,DESIGN AND CONSTRUCTION ADMINISTRATION &Included 1 Future 0 Not Included C1)Amended The Contractor shall develop systems that supply recovered "waste”heat to community facilities.The Authority's construction program routinely incorporates these efficiency measures in new power systems. These systems may include pre-insulated arctic pipe either cross-linked polyethylene (pex)or steel pumps heat exchangers expansion tanks air vents energy metersNOARWN>Page 12 of 12