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8588_SITE PLAN SIX FLAGS N.E. MAIN ST. AuAVAM FIRE DEPAIPTMENT 800 MAIN STREET ® AGAWAM,MA 01001 TELEPHONE (413) 786-0657 FAX(413) 786-1241 STEPHEN M.MARTIN,CHIEF OF DEPARTMENT afdchief@agawam.ma us ALAN C.SIROIS,DEPUTY CHIEF> afddeputyCu�.agawam ma us SCOTT MITCHELL,FIRE INSPECTOR afdinsp@agawam.ma.us December 19, 2008 Agawam Town Hall ATTN: Planning Board 36 Main Street- Agawam,MA 0`100`1 Planning Board Officials, In reference to the recent review of the improvements to the Six Flags Superman Rollercoaster, we have two concerns at this time. l. The Propane storage tank for the flame effect is located in the flood plain of the property.; This storage tank must be either located outside the flood plain OR secured in an elevated position above the level of the flood plain. The tank should be installed and maintained in; accordance with Massachusetts 527 C.M.R.- 6.00 and 527 C.M.R. 9.00 as well as all state regulations regarding piping for the tank. 2. The flame effect hardware must be approved for use in Massachusetts by the Massachusetts State Fire Marshals Office. We are working with the Marshals office to ensure that this effect is in compliance with all;state safety guidelines. If you have any questions please feel free to contact Fire Inspector Scott Mitchell or myself.` Very ly yours, �anois Deputy Fire Chief cc:; Fire Inspector Mitchell; Fire Chief Martin file Town. of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 Tel. 413-786-0400 Fax 413-786-9927' December 23, 2008 Larry Litton, General Manager Six Flags New England 1623 Main Street ,.7 Agawam:, MA 01001 r �ry Dear Mr. Litton: At;its duly called meeting held on December 18, 2008,the Agawam Planning Board voteWlo approve the site plan entitled"Six Flags New England Superman Site Plan",prepared by - +_ Vanasse Hangen Brustlin and dated November 26, 2008,revised December 15, 2008 with the condition that all professional staff comments be addressed and all necessary/applicable state and local permits must be received. If you have any questions, please contact this office at 786-0400, extension 283. Sincerely, Travis Ward, Chairman A+GAWAM PLANNING BOARD ` c cc ZBA, Eng. Dept.,Police Dept., Fire Dept., Building Dept., Town Clerk, File C7) > !jl3 �s AUAW*M FIRE DEPA MENT 800 MAIN STREET $ AGAWAM, MA'01001 TELEPHONE (413) 786-0657 FAX (413) 756-1241 MIL s� STEP IE v M. M ARTIN.CHiLiI of DEI'ARTNctEN'C afdchiet r a awe ant.n�a.0 ALAN C.SIRO]s, DMTTY CFIIu afddeputy r a-awam.ma.us SCOTT MITCHE[ L,FIRE INSPECTOR afdinsp(ri,rt awam.niams December'19, 2008 Agawam Town Hall ATTN: Planning Board 36 Main Street Agawam, MA 01001 Planning Board Officials In reference to the recent review of the improvements to the Six Flags Superman Rollercoaster, we have two concerns at this time. l-. The Propane storage tank for the flame effect is located in the flood plain of the property. This storage tank must be either located outside the flood plain OR secured in an elevated position above the level of the flood plain. The tank should be installed and maintained in accordance with Massachusetts 527`C.M.R. 6.00 and 527 C.M.R. 9.`00 as well as all state regulations regarding piping for the tank.. 2. The flame effect;hardware must be approved for use in Massachusetts by the Massachusetts State Fire Marshals Office. We are working with the ]Marshals office to ensure that this effect is in compliance with all state safety guidelines. If you have any questions please feel free to contact Fire Inspector Scott Mitchell or myself, Very truly yours, Alan Sirois Deputy Fire Chief cc: Fire Inspector Mitchell; Fire Chief Martin file r 12/18124o8 12:48 FAX 4128210,E _ 002/002 FA TC]' VN 0 IF' A 'A' A Department of Publis Works 10 Suffield Street - Agawam,m, 01001 Tel (413) 8210600 - Fax (4 8210631 1+' John P. Stone; • Super teudent MEMORANDUM To Planning Board c John Furman—Vim;John Stone—DPW Sups;File From- )Engineering Date: December 1 ,2009 Subjert Three Site Plans for Six Flags New England (Superman Ride, Slingshot Ride and Thomas Ride) Per your request„ Engineering has reviewed the three site plans for Six Flags New England and we recommend approval of the revised plans dated 1 'l /2009 If you have any questions,please do not hesitate to contact this division- Sincerely, x ohn G.l:�e ckez„„F.I.T. Michiel C. Chase,_P. P; Asst_ Town.Engiueer Town Engineer s:1spU06 six flags108-03-supers m s€ingshorrhonaslmemo €2162008.doc Memorandum To: Planning Board From: Lieutenant Eric Gillis Re Six Flags site plans for ride development/enhancement I have reviewed the above-referenced nced plans on behalf of Safety Officer Sergeant Richard Niles. Aber this review;I have concluded that any potential impacts to public safety would not be subject to the oversight of t1ris agency. I have also attached a memo lrrora Sergeant Files that outlines his reasons for being m ble to conduct this review himself Respectfully suFifflis d,, T ieutenant Eric ORIGIN"AL AGAV*kM FIRE DEPASTMENT 800 MAIN STREET * AGAWAM,MA 01001 TELEPHONE (413) 786-0657 FAX(413)78671241 STEPHEN M.MARTIN,CRIE,F OF DEPARTMENT afdchief�:agawam.mams ALAN C.SIROIS,DEPUTY CHIEF afddeputy0gagawamma.us SCOTT MITCHELL,FIRE INSPECTOR afdinsp�a gaga rnma.us December 19, 2008 Agawam Town Hall ATTN: Planning Board 36 Main Street Agawam, MA 01001 Planning Board Officials, In reference to the recent review of the improvements to the Six Flags Superman Rollercoaster, we have two concerns at this time. I. The Propane storage tank for the flame effect is located in the flood plain of the property. This storage tank must be either located outside the flood plain OR secured in an elevated position above the level of the flood plain. The tank should be installed and maintained in accordance with Massachusetts 527 C�M.R. 6.00 and 527 C.M.R. 9.00 a's well as all state regulations regarding piping for the tank. 2. The flame effect hardware must be approved for use in Massachusetts by the Massachusetts State Fire Marshals Office. We are working with the Marshals office to ensure that this effect is in compliance with all state safety guidelines. If you have any questions please feet free to contact Fire Inspector Scott Mitchell or myself. Very truly yours, Alan Sirois Deputy Fire Chief CC'. Fire Inspector Mitchell; Fire Chief Martin file TZ-/167200 e 12. 48 FAX 4138210GOI Z 002/002 A TOWN OF AGAWAM Department of Public Works 1000 Suffield Street, - Agawam,MA 01001 Tel (413)821 (600 - Fax (413)8210631 John P.Stone * Superwi tender t Um To., Planning Bmd CC-. John Funnan—VHB; Sohn Stone—DPW Supt;File From: Engineering Date: December 16, 2009 Subject: Three Site Plans for Six Flags New England(Superman Ride,Slingshot Ride and Thomas Ride) Per your quest, Engineering has reviewed the three site plans for Six Flags New England and we recommend approval of the revised plans dated 12/15/2009. If you lave any questions please do not hesitate to contact this divisiou. Sincerely, L 4r— chael C. Chase,P. L .�oln .Decker,E.U. k, Asst. Town Engineer Town Engineer s-Asp\306 six dqs\09-03-supeman slingshot zhonsaAmetno 12162009.4oc f 0 AGAWAM OFFICE OF PLANNING &COMMUNI-rY DEVELOPMENT SITE PLAN REVIEW REVIEWER: D. Dachos DATE: December 10, 2008 DATE RECEIVED: December 3, 2008 DISTRIBUTION DATE: December 8, 2008 PLANNING BOARD MEETING DATE: December 18, 2008 APPLICANT INFORMATION 1. Name of Business: Six Flags New England Address: 1623 Main Street, Agawam, MA 01001 2. Owner: Same Address: Telephone: 786-9300, ext. 3202 Fax- 3. Engineer: Vanesse Hangen Brustlin Address: One Federal Street, Building 103-3N, Springfield, MA 01105 Telephone- 747-7113 Fax: PLAN REVIEW Scale: V = 20' Date: November 2008 Title Block (Street Address, Applicant's Name, Address, Scale, Name of Preparer of Plan): 0.K. Description of Project: Proposed installation of site amenities alongside or on the Superman Ride track. Site Plan Review Page 2 Description of Site: The site is fully developed with the Superman coaster. Proposed amenities will require work in the floodplain and riverfront area. This will necessitate filing with the Conservation Commission and Board of Appeals. Provision for Traffic Flow: Unchanged. Parking- Unchanged. Drainage: See Engineering comments attached. Public Utilities: O.K. Landscaping/Screening and Buffers: O.K. Sign Location: Unchanged. Exterior Lighting: O.K. Rendering or Elevations: O.K. Dumpster Location: Not applicable. Other Comments or Concerns: 141VO14vvo I9. J4 I-8A 4 1-J b Z I U bd I -WV V':rV-U 4 TO"WN OIF A('-V`AkWAM luep art ment of Public or 1000 Suffield Street Agawitin,MA 01001 Tel (413)-8210600 Fax (413) 8210631 John P, Stone Superintendent MMMORANDU To: Planning Bowrd CC-. John Fumm—VHB; John Stone—DPW Supt.;File From.. Engineering Date: December 8,2008 Subject: Three Site Plans for Six Flags New England(Superman Ride, Slingshot Ride and Thomas Ride) Per your request, Engineering has reviewed the three site plans for Six Flags New England and we have the following comment; I. The plans should propose BWs, with it Imations and types,to prevent sediment from entering resource as directly or fl=ugh the park's stormwater collection system; details for the BWs shall also be provided on the plans. Engineering reserves the right to make additional co eats as new information is submitted. It you have any questions please do not hesitate to contact this division- Sincerelyl ohn 0. Decker, F.I.T. Michael C. Chase, P. E. Asst. Town Engineer Town Engineer 3A9pV06 six flvvI0&-W-sulwman slinpimt thom"�m�o 1208200.doc MEMO TO; Engineering Dept., Fire Dept., Safety Officer, ADA Committee FROM; PlanningBoard �, SUBJECT: Site Plans>(3) - Six Flags New England DATE: December 8, 2008 Please review and comment on the attached three Site Plans (amenities to Superman, The Slingshot, and Thomas Site Amenities)prior to the Board's December IS"meeting' Thank you. DSD:prk 0 1 Memorandum To: Planning Board CC: Chief Robert Campbell Frog:, Sgt. Richard Niles Subject; "Amenities to the existing Superman ride"project 1a Six Flags New England Date; 11-13-2008 Based upon the information provided,it would appear that this project is o sufficient distance f om the public roadway as to create little hazard to pedestrian, bicycle, and/or motor vehicle traffic safety Respectfully Submitted Review pp d by Sgt. R.Niles Lt. Eric illi ' Safety Officer Agawam Police Department 10 �Y'4 ORIGINAL Transportation L#od Development Environmental Services rtnaginatton InnovaWn energy Creating results for our rhents and befits for our communities November 26,2008 ,� (�22 r��stzxn� I12C Lief: 10288.00 Dominic Urba9liti< Building Official Town of Agawam 1000 Suffield Street Agawam,MA 01001. Ise: Application for Special Permit-Flood Plain/Site Plan Approval Six Flags New England x "Superman Improvement Project" °# 4 Dear Mr.'Urbaniti Can behalf of our client,Six Flags New England,Vanasse Hangen Brustlin,Inc(U )submits for your review and use the following information as required by municipal regulation: + (I)-original and (18)-copies of the property deed certified by the Hampden.County registry of Deeds for the property located at 1623 Maim Street' • (I)-original and(18)-copiesof the Agawam Application to Zoning Board.of Appeals for Special Permit,with attached narrative reasoning and explanation • (10)-copies of Planning Board Form D,with attached narrative(same narrative as ZB Application) • (19)-se't of protect plans prepared by VFTB,signed 11 26- 8,for distribution • (19)-copies of vendor information( 1 x 17 size) • (19)-copies of 100-year flood plain tabulation A-Check for$250 for this application will be delivered to the Agawam Town Offices on Main Street on Monday,December 1. This application requests pem-nission from the Town of Agawam to construct improvements to an existing amusement ride,known as the"Superman Ride",the improvements are intended to enhance the ride experience for park guests Descriptions of these improvements are included in the narrative for the'Site Plan Approval/Special permit.The placement of some of these improvements will result in work within the 100 year flood plan is required,resulting in the need for excavation on property for compensatory storage. One Federal'Street Building 103-3N Springfield,Massachusetts 01105 413.74'7'7113 *FAX 413.747.0916 :\SIC FLAGS DMCTDRY\2W9\Superznan\B1 Covetlefter SupepvaAF]aaa.doc entail:info@vhb.com wwvw:vhb.co Dominic Urbaniti Project No.: 10288.00 November 26,2008 Page 2 As a result of our review of state and local regulations,we anticipate the following permits/approvals as being'required- Agawam Zoning Board of Appeals Permission to work in the 1 }-year,flood plain. Agawam Planning Board Site Plan Approval Agawam Conservation Commission Work within the 200-foot Riverfront Buffer Zone A conservation commission filing is required clue to proposed work within the 200-foot Baverfront Buffer Zone.This area is not pristine riverfr nt area,as the area was previously excavated and stabilized as part of the Rivertown Development Area in 2000. Upon completion of the excavation,the area will'be planted with native plantings and the area stabilized.. e respectfully request your review of the attached application and scheduling of this case before the appropriate municipal boards at the next available meetings.please do not hesitate to call should you have questions;or need additional information. ''fiery truly yours, ASSGEN BRU . hn J. ur �E Regi al: ffice Manager` Chuck Davis,SFNE &L°tiSX FLAGS VIRECTORY\7 \Superman\ T Coverletter supermgn FWW.doc 36 MAIN STREET Case ; AGAWAM, MA 01001 Filed; L - n E ►i s: Application to Board of Appeals for gffgj& Pg T as provided In the Zoning and other -1 Applicant six Fla s New En and Addy s' 16/3 Main Street, A swam, 01001 is Paragraph of the -iaw, Promises affected are situated on Main Street; 400 jeet distant "t Riverv;ew v to e1 t1t W ,' a " 1k1 u# Yl @wl 162 Property is zorted a$ Business B , See Attached Nazative — igristurevfownervr*Wauthorized-sucieu Telephone #: 413-78 - 300 �O I/C {s7 A"P Ir W f r+ J� 1M d L n_w. —W, Y i AGA AM PLANNING BOARD Form D Application for Site Plan Approval Please complete the following form and return it and 10 copies of the Site Playa to: Agawam Building Department 36 Main Street Agawam,MA 01001 I. Name of Business Six Flaus New England Address 1623 Main Street.Agawam.MA-0100 2.- Name of Applicant/Owner Six Flags New England Address 1623 Main Street,Agawam,MA 01101 Telephone 413 786-9300` ext.3202 3. Name of Engineer/Architect Vanasse Hangen Bntstlin, Inc. Address_ One Federal Street,Building 103-3N,Sod ncLield,MA 01105; Telephone (413)747-7113; 4. Please give a brief description of the proposed project: See attached Project Narrative i Six Flags New England` Description of Proposed Project in connection with Application for Site Plan Approval and Special Permit-Flood Plain Superman Improvement Project Six Flags New England("Six Flags")is submitting an Application to the Town of Agawam to;perform site modifications to a previously developed area known as the"DC Area"within the park The proposed amendments will require a Special permit from the Agawam Zoning Board of Appeals for work within the Flood Plain,and Site Plan Approval from the Agawam`Planning Board.Additionally,an application'will be submitted<separately to the Agawam Conservation Commission for review of the work within the 100-year Flood Plain and work within the Riverfront Area of the Connecticut River. The project involves the installation of site amenities along the previously constructer)Superman Ride to enhance the visual experience of the ride.These amenities are either installed alongside or on the ride track, intending for the ride to travel through them. These amenities are broken into the following categories: • Flame Cannons along a portion of the track at the north end of the ride • Construction of a"Shield Tunnel"across the existing track • Construction of a"Tunnel Billboard"across the entrance to the existing ride tunnel#1 • Construction of"Fly-Through"Structures 1,23 and 6 along the southern portion of the existing track. The application includes site and design plans which provide details for the construction of these amenities, their locations with respect to the current Superman track alignment,and information from the manufacturer with respect to the flame cannons: The work within the flood plain builds upon all the work that has been performed since the year 2000 when the race track was removed and the Superman constructed.'The volume of flood plain displaced by the support members and foundations of these amenities has been calculated,and a small amount of compensatory storage excavation is required.A spreadsheet providing;a summary of the flood plain work previously permitted is provided for review. Finally,a separate submittal is being prepared for the Agawam Conservation Commission for review of the work within the flood plain and work within the Connecticut River Riverfmnt Area.The installation of the proposed amenities will disturb a small portion of the Riverfront Area,which was re-established as part of the Superman initial construction.The areas where the amenities are to be installed was previously disturbed riverfront area,and not considered"undisturbed".The Applicant will be working with the Conservation Commission as part of that filing to determine appropriate mitigation efforts for this work. J . t;oMo S*PE5C4AL EFFECTS 1�5 S€ -F-ICAVC SIX FLAGS 1 NEW ENGLAND BATMAN COASTER;HIDE LFAME CANNONS DESIGN PLAN D ion-Flan Submittal## JEM-12A200 Date•. 'Tuesday, October 28, 2008 On behalf of'our client and the owner of the property we would like to submit the following document for the design plan,as outlined in NFPA 160 l -3.1 and appendix -1:_ Introduction of Owner: J.E.M. F/X Inc. is providing the following flame effect system preliminary engineering and design services. We shall manufacture and supervise quality control and documentation for the owner, Six h�lags in New England. The owners requests that a ride interactive flame cannon be installed on their property and has contracted our professional services to deliver a working system that shall comply with all applicable codes and standards. Owners Address (Location of Proposed Installation): Six Flags New England 1623 Main Street ,Agawam,Mai.01001 (413)786 9300 ext.3293 Estimated date of Commissioning: March 2009 _� FFA 1GP�1-4)DEalynCriLtria Groun: 14.5 group V Flame Effects. A large individual or group flame effect that is temporarily or permanently installed inside or outside any structure and is designed for intermittent or continuous operation under the supervision of a main show control system but without, ll-time supervision by a technician.An example of a group V effect is a simulated building or vehicle explosion that is part of a larger theme-type attraction. The flame effects control system is totally dedicated to the operation of the flume effects elements. The flame effects contrail system maintains all its internal safety features; with the interface between the flame effects control system and the main show control system limited to those commands and status indicators that eannot alter or override#sae f Ia ae pea isor system control logic. vww j�v�. x.c�u . (,.M IS50,(001) 25-- 3::q OffiGe ( 61) Fax iJL-- . . M . SP�O-IAL FFJ-7,C-T.S Effect Operation This system shall be operator attended and outdoors in a controlled coaster ride environment. The Flame Cannons shall be permanently mounted units. Ride operator shall dispatch the coaster vehicle.As the coaster vehicle travels along the ride track a series of electronic track triggers shall validate and report to the Flame Control System for arming and firing commands. The Flame Control System shall monitor these triggers along with all other safety enables to process the required fire command. Additional proximity switches shall be placed on the ride track in front of flame effect location to monitor for ride vehicle stopping in this location. Visual contact from the ride operator to flame cannons is approximately 0feet away Flame duration is approximately 1.5 seconds(for each burner). Fuel Type: System shall utilize facility PM Vapor as the source for fuel. Fuel Pressure: The system shall operate at approximately 45psi. Height of Flame: Flame shall be approximately 35 —45 feet tall(from top of bumer). Wind Monitorina: Wind speed and direction shall be monitored by an anemometer that is electronically interlocked to the flame control system. The flame control system shall be programmed to disable firing of flame cannons if the anemometer detects speeds above the preprogrammed parameters. In addition wind speed shall need to reduce below acceptable levels for a period of time prior to flame control system allowing firing to resume. Securj_q/Intrusion: The location where flame cannons are to be located shall be protected by a chain link fence. Access gate into fenced area shall be monitored with an electronic sensor interlocked to the Flame Control System. If the access gate is opened prior to flame system firing again the technician shall have to go to the main flame control panel and reset the system. This shall ensure that personal could not inadvertently be in the firing zone. wwwjev�tfxxoK,t 25 Ave, YLL Lolivu . #I, .5;avutp ("'LQY tn' (col) J V. t;,6 M 10, SPECIAL eFPECTS T-)GSICIN ,� FA-?�'R-fCATID�-4 Code Comgfiance: I.E.M. FAX Inc. shall comply with New England testing and evaluation procedures of such open flame, for,entertainment equipment and shall design the system in accordance with attraction permit requirements. This system shall be designed and engineered for safe and reliable use in assembly occupancy and in close proximity to general public or guests. All J.E.M. FIX Inc. products, designs, sub-components, and installation procedures shall comply with any and all applicable codes, as pTe-determined by the Authority Having Jurisdiction(fire or building inspector). We shall always work with the A.H.J. to meet all known codes, interpretations, or rulings applicable to the design, construction, and installation procedures of the project. In addition, specific and potentially applicable codes and standards in all our designs comply with but are not limited to the following: > American Welding Standards(AWS): Current Edition American Society of Mechanical Engineers(ASME): Section VIII"Boiler and pressure vessel code"' > American Society of Mechanical Engineers (ASME): B16.5 "Pipe Flange and Fittings." AS ME B31.3 Process Piping Systems > AS ME B31.8 Gas Transmission and Distribution Piping Systems > ASME B31.9 Building Service Piping )> ANZI Z83: Standards for Gas Utilization Equipment. > ASTM FI 1159 "Practice for the Design and Manufacture of Amusement Rides and Devices" > ASTM F846"Guide for Testing Performance of Amusement Rides and Devices" )O ASTM F853 "Maintenance Procedures for Amusement Rides and Devices" International Standards Organization(ISO): Standards Handbook 28, Pipes,Fittings and Valves" > National Association of Corrosion Engineers: Standard RP0286-86 Isolation of Piping > National Association of Corrosion Engineers: Standard RPO 178 )0, National Fire Prevention Association(NFPA): 160 National Fire Prevention Association (NFPA): 54 Third Party Laboratory Approval: All J.E.M. FIX Inc. flame system designs are reviewed by CSA International (a third party testing laboratory) for code and standard compliance including, gas train component approval. New England Building and Fire Inspectors office shall receive copies of the CSA International design review report. 256,55 SP r�V1,9 b roo V?-A ve. TS A U& .vo 5o nto r�tg, Cm, i�-o V,oi) L-)55(,:?, of sae (6,61) 255-&S74 Fqx M f ( VZ SPEC',IAL Supervisor Station The main automated gas control ("supervisor station") shall be located outside and in a secure area. All components and devices shall be securely mounted to individual pipe stands and securely fastened to the ground. The supervisor station manifold shall be the delineation linc of responsibility for the gas control to the downstream flame system. The supervisor station consists of all gas pressure monitoring equipment, redundant automated valve control, filtration, and vent valve. The flame effects system shall be designed as a single zone system. This system shall be designed for a normal operating pressure of 45psi and not to exceed cutoff of 48psi. The size of the gas line at the inlet and outlet of the supervisor station shall be 2"in diameter. After the gas passes through the supervisor station it shall be routed to the gas distribution manifold that is located inside of the building. The following components are within the design of the supervisor station: ➢ Filter strainer installed up-stream of main shut-off valve to assure clean gas supply and prevent down-stream valve damage or clogging of internal pilots. Listed or FM approved low-pressure supervisory limit switch to sense pressure dips or excessive down—stream gas flow. Low-pressure switch also provides protection from burner propagation into ride track from lack of velocity due to lack of gas pressure. Low pressure switch shall have a manual reset requiring the technician to Verify gas pressure at gauge prior to resetting trip. UL Listed or FM approved high-pressure supervisory limit switch to sense up-stream pressure spikes and redundant protection from gas regulator failure. High pressure switch shall have a manual reset requiring the technician to verify gas pressure at gauge prior to resetting trip. Two UL Listed automated safety shut-off valves, installed in series and downstream of the low pressure switch in the supervisors station manifold. These valves shall,be a 2"flanged body manufactured by Worcester and capable of providing zero leak tolerance shut-off of up to 250P.S.I. 0-1 00psi-Stainless steel /liquid fill gas pressure gauges for pressure switch calibration and as a quarterly leak test tool. 2"gas rated or approved manual shutoff valves for isolation of fuel supply for maintenance and repairs. These manual,valves shall also be used for isolation of fuel for leak down check of the quarterly up-stream safety shutoff valves. WWWJ, eFUtfK.O0VK Ave, #:i_ snv-to C_Inr�t,2, cn�'qis,50 (&61) offLct (661,) 5,5_&3,-4 Fax J ,bt;tMv;: SPECIAL EFFEC'-TS D�-�SIGN � F14$RICATIC)N Gas rated or approved brass body quick connectors,which are installed downstream:.of all automated valves or components that require annual or quarterly;periodic"bubble checks. Connectors shall also serve as purge ports for pipe pressure checks and inert gas injection ports for maintenance and repairs. Each test port shall have a redundant manual shutoff valve installed upstream. The supervisor station shall be interlocked electronically to the main flame control system and can only be energized when all safety criteria has been met to a satisfactory level. The following items are safety criteria that shall not enable the supervisor station to energize or cause to disable the system: Maid operator control panel key switch in the off mode. The'E-Stop buttons in the disabled mode.= Low pressure at gas delivery point. High pressure at gas delivery point. www j6m fc.covK D-5&55.spv%MgbrDare AVe- Ul irittA, CGS. i3�L3 ��d1)' 255-F32 o f f�GE (6bI) 155-63 4 fax J 6 t; A MZ r M *b e f as DistLibution Manifold Located downstream of the supervisor station shall be a gas distribution manifold assembly. All components and devices in the assembly shall be securely mounted inside an all welded rack. frame. The purpose of the gas distribution manifold is to split the gas flaw two ways to the burner assemblies at a pre.-specified pressure and flow via 340gallon ASME pressure vessel. The inlet; of the gas distribution manifold pressure vessel shall be 2"and the side outlets "for l~ 00'1, FX00 .. The flow of gas leaving the gas distribution manifold shall be controlled using electronic solenoids that are interlocked to the flame safeguard controllers and main Flame PLC. The level of flaw to each independent burner shall be adjusted during the test and adjust phase of the installation. Orifice disks shall be drilled to the proper size and inserted into the flange assembly(if needed). Orifice sizes shall be recorded into the final built drawing package for future inspections. Otherwise flame size shall be dependant on pipe size and pressure. The following components are within the design of the gas distribution manifold. ` An electrical control panel which interface with the main operator control system and facility alarms. " gas rated or approved manual shut-off valve for isolation of fuel supply for maintenance and repairs.. The manual valve shall also be used for leak down checks for the quarterly upstream safety shut off valves, manually shutting off flaw to the downstream system. 0-60psi-Stainless steel liquid fill gas pressure gauges for manual pressure verification d as a quarterly leak test tool; Gas rated or approved brass body quick connectors,which are installed downstream of all automated valves or components that require annual or quarterly periodic"bubble" checks. Connectors shall also serve as purge parts for pipe pressure checks and inert gas injection parts for maintenance and repairs. ;Each test port shall have a redundant manual shutoff valve installed upstream. Two FM Approved or UL Listed gas solenoid block valves for redundant control of fuel to each of the two pilot assemblies. The block valves shall be electronically interlocked to the Flame Safeguard Controller. TM FM Approved or lL Listed automated;gas solenoid effect valves for control of fuel release through burners. effect valves shall be installed downstream of block valves. These valves shall open truly after Flame Safeguard Controllers'verify and validate proper,ignition status during"arm"sequence and flame control computer sends.a"go fire"signal. ww Je .fx.r,0 a Y l }Ft t7 Avg. #"!a pv�ty C',Lfl r t a, 0,n j i sso (661) 255-rev_�2 C?�L�� ( 6:L) 255-Co3j 4 Fax jtt�smt Stainless steel frame for mounting of all components and devices securely to ground. "upt gas rated or approved manual shut off valves for isolation of fuel supply for maintenance and repairs. These manual valves shall also be used for isolation of fuel for leaf down check of the quarterly up-stream block and effects solenoid valves. Braided stainless steel flex coupling, listed or certified for use with natural gas (or LP gas equivalent rating). Flex couplings shall assist with vibration dampening of piping. 340 gallon ASME certified pressure vessel for vapor storage. Overpressure relief valve for A ME pressure vessel, 2 S r%v�c rva Ave, 7E; c l c�i c. . #1,s 'SMV 0 C'.Ayr cr' f a. SD (66:0 25'5- 32q office (661) 255-C,374 Fax J ,6t;. M . t/A I KoOt SPV-,'.IAL Burner Ignition Assembly: The two (2)burner assemblies shall be located on steel stands approximately 50 to 75 feet away from Gas Distribution Manifold, The burners shall be constructed with all stainless steel materials. The burner shall be 2foot foot wide,by 2 foot deep with a 2"gas feed and nozzles drilled out to pre-tested and specified sizes for required flame height. Located inside of the burner shall be a high voltage ignition device known as an "igniter," This device is responsible for igniting gas at the burner. Located opposite of the igniter, the burner shall be a UL Listed UV flame detector for validating proper ignition levels, The flame detector shall be wired to the main burner control module at the main control panel. Both the igniter and detector mounts are to be welded in position so they cannot be moved or tampered with after factory testing and third party laboratory approval. Main fuel valves shall automatically shutoff in the event of ignition arm failure. There shall be no valves (automated or manual)at the end of the system which makes this an open ended piping system. This eliminates the potential of a pressure piping leak in the system in the burner stand area. Burners are mounted on bases that shall be securely mounted to structure, Flame units shall point in an upward direction (clear of ride path). Flame Control System: Located at the gas manifold assembly area shall be the electrical control system that operates all electronic control of safety devices and components associated with the flame system. Our stand-alone industrial program logic controller(PLC)shall be housed inside this box along with the burner controllers. The PLC shall be interconnected to ride track proximity switches and other safety related monitoring inputs such as anemometer. The listed flame burner control proves the presence of an adequate level of ignition. The burner control shall also check for false readings from other ignition sources or flame before arming the igniter. Gas flow shall only be allowed into the burner once the control verifies proper ignition sequencing. If the burner control faults from a main burner lockout or any other fault it shall need to be manually reset by a technician at the control box. Located on the outside of the box will be an E-Stop button and a key switch for disabling the system. Inside of the control box will be a circuit breaker with a box lockout on the outside for additional maintenance safety. Also mounted outside of the box is a panel view touch control screen formenu control capability and troubleshooting of the system. 1MAWjeVWLfXX0K,L Aw. -?,uLOLvu - 13�50 OfRC,� (66,1) 255-0374 FRX _� J ;ot�tM,6 f—/A _SPFC,(AL EFT-EC�'T,- F r CA, T I CN Com ga&y ieation_sand Brief Backround: Qualir J.E.M.F/X was incorporated in 1995 to provide high quality Special Effects for the Motion Picture and Theme Park industry. We specialize in Live-Action Special Effects for Stage Shows,Theme Parks,and Filmed Entertainment. J.E.M.F/X has developed a complete line of customized live action and decorative flame systems, Similar permanently installed and portable effects of this size and larger have been provided by our firm to the entertainment industry for several years and have successfully been installed or operated worldwide. All equipment is designed and engineered to meet all applicable codes and standards including NFPA, ANSI,and ASTM. Every J.E.M. F/X flame system is certified by a third party laboratory and meets or exceeds any local or national codes. Past clients have found J.E.M. F/X unique design and construction to benefit them in a number of different ways. These benefits should be included as part of any flame system consideration. Gas distribution valve trains are designed as modular units and are factory built with third party certification. All systems include documented factory acceptance testing prior to shipping. This process guarantees a high degree of reliability at start-up while reducing client cost during on-site installation. > Gas distribution valve trains can be separated from the burner modules by significant distances. J.E.M. F/X unique flame system designs allow for burner installations up to 300 feet from the gas distribution valves. This design benefits increased flexibility during the creative design process while maintaining cost savings associated with installation of equipment. All show equipment shall be designed inherently safe,when operated and maintained per the Vendor provided Operations and Maintenance Manuals. Equipment shall include adequate safety locks, protection and detection devices,and warning labels to prevent accidents involving guests and employees. Any and every potential equipment failure whether a single point or multiple point failure in a system shall result in a safe state. The flame effect system shall be designed to be fail-safe during the occurrence of multiple point failures. The flame effect system shall also be in a safe state when power is removed. Equipment will include adequate safety interlocks,protection and detection devices to prevent an accident involving performers and crewmembers. All installations include documentation and on-site training. Design Plan Prepared&Submitted By: Ella P.Popov C.E.O. J.E.M.F/X Inc. 254;55sprlv4r Yoolq,Ave. RLALLO`cv,,q. 1, Sqvv tq UarLtq, Ca, 170 (C,,�,-I) �L,55­6,S2 -F�Ce (66-1) 55-63j-4 2 1--61K _913, _9 C) 100 GALLON PROPANE SUPPLY TANK (BY PROPANE SUPPLIER) F CCUMULATOR RACK WITH CONTROL SYSTEM (BY JE,M, FIX) URNER FX001 (BY J,E,M, FIX) 'I Cl URNER FX002 (BY J,E.M, FIX) S S T AT 10)N rn M 7 M08 FR A K E ""00 B01 B02 B03 B04 M0675,5 A 69 770 765 7 78U, "'0' 0153 0 0 '0200 0 4- M0 G05 228, 4 M04 5o M G0 7 �" 7 :3 G06 M5, GAS LINE 2' ALL M 5 495 5 G04' WELDED CONNECTIONS SCHEDULE 40 OR BETTER M54 (BY OWNERS 14,0 -- G08("­ 490 15 H16 H17 505 M21 2 PLUMBING CONTRACT 0 745 M5, H1 H18 40 M52 H13 H19 M02 6c C09 4,85 H2O M01 H11 sew 0 M 2/1 2 (2) EACH GAS LINES I �-- 1)1 \--1 THREADED NPT CONNECTIONS H10 H22 SCHEDULE 40 OR BETTER 480 32 BY OWNERS PLUMBING Ll 5 15 0 H23 CONTRACTOR H09 A L 4'1-9 H08 33 H01 1 00 0730 475 H 0 7 03's -54 455'-' 0 H CODr) H02 H06 H05 a L 3 072 470 1 4 0 65 l - 525 H24 H64 " 4-- 77,C Ll X79i, -20 0 J01 41 530 L11 0 X�'4 9 565 L10 b -- M32 Note, as Plumbing And Fire Effects Design To Be Approved By Third 5iX 11:1-AG5 NEW E`NGLAND Party L.aboratory Prior To Fire Department F�riat Acceptance of InstaRcktion And Design. Any LAGS M iterations To System AFter F@nat Acceptence Con Onty Be Done With Wrptten Aproval OF THrol J . E . M . f/X Inc . FAsMxE FSYTE. FLAME 5Y5T E P LOT PLAN Party 'Testing Laboratory Of Record, Prior To Any Alterations Dr Deviation From Oriq1nal Design, LCT5 DES�GN 4 FADRkC'AflON SPEC-1AL Eff 'go—MM3777a—docu,�Wt NTE RV w�w ,A] pV*"wtwV nghts&EUA P PONN /08/08 PLOT PLAN SFNE A 25G55 5MNGBR,00&AVf,.. ,-�.�ANTA CttARiTA, Ca �9 1350 '&'kv kqOv".- C�B B 10 ftev w - and ,,71tes O,dt t Oo,nat b4 dupkeed 4,.� WXJQ%M1 SY W.Iur M�W %G 1) 2t55 G329 Off.CE (GGO 255-C�374 F"- �� fixvk� hor 6'1--ck2.d to atb—, EP,P. N=S — 'I OF I re, Print Name And Title CammWon Date flhout A.—t of RIA P, POPOV c IN Y� e * 4 i r " d 13 !3 11 1 rl' 14 15 16 - _ 16 a 4 i 12 s , 13 FMW 14 Is 15 Ru 3 `-' NC 10 3 SSYIQI` 13 S9AU1 V NO 10 FEED 2r UE' 22 22 Q 14 6T F]ICN11C 25 16 16 95 5 21 5 pi 26 16 16 11E"Mf fICr1P! MYldl 16 26 R 29 19 YYIiI2 TD WM E KK 110M � i8 'ISf10.1 � �; � 16 17 17 EM IA SIMPLY; 3 3 3 f RKE COMM J TCIQ1 � li 3 3 3 1C10,2 � li: 23 22 2} TCIQ3 � li 3 t RAISE Cx=FIN 25 25 25 24 22 O 325 2526 26 a LP6f1ME er• FLON Q aat to' $o-ML AM W Im T Mw .MM/Moores �as VaRR JUR sic 6" ww PRESKM 1 i rmr tiax VI/qua oouruR rV THwt o I�'I :xNT on argwerm sysrc KOM Ott Notei Gas Plumbing And Fire Effects Design To Be Approved By Third 51X 1=LAG5 NEW ENGLAND Party Laboratory Prior To Fire Department Final Acceptance of Installation And Design, Any I ,r SlX"FLASY1S:sGS Alterations To System After Final Acceptance Can Only Be Done With Written Aproval Of Third V • E • e f/XI n c FtpME MM' 5UPFRV15OR 5TATION 51NGLE Y I Party Testing Laboratory Of Record, Prior To Any Alterations Or Deviation From Original Design. SPECIAL EFFECT5 DE51GN * FABRICATION LINE 5CHEMATIC ddu n dWut Ur, MR Om'6 osa wa. sar m "r4Mz of U C.B. B 10/1,/08 SUP_SFNE_PNID 01 A 5655 SPRINGBRODK AVE, SANTA CLARITA, Ca. ,, 91350 ,ea M .„W mg y„Uwt d 9NA rAt fm dupoud w!n whob or ex � (661) 255-6329 OFFICE (661) 255-6374 FAX ne M0. et�r :n s na dOdOWd to UW&^ E.P,P NS 1 OF 2 EVISIDW Third Part Ins ector Si nature,- Print Name And Title / Commision Date' +dn�aie the c omt of ELKP..POPCVv r 29 1 EA. MAN-06-02-150 PIPE SPOOL 6" FLMGETO FLANGE JEM FX 28 1 EA MAN-10-02-150 PIPE SPOOL 10" FLANGE TO FLANGE FL MCM44685K56) JEM FX 27 3 EA. BR-02-2X.25 2.00 INCH BLEED RING W 2 EACH 0.25 TAPS JEM FX 26 64 EA. 9195OA035 WASHER, FLAT, 0,625 SCREW SIZE, SST McMASTER-CARR' 25 40 EA. 90715AI85 NUT,;NYLON-INSERT, 0.625-11 UNC, SST McMASTER-CARR 24 8 EA. THREADED ROD, 0,625-11 UNC X 0.00, SST McMASTER-CARR 23 4 EA. 92198A810 SCREW, HEX HEAD, CAP; 0.625-11 UNC X 4.00, SST McMASTER-CARR 22 20 EA. 92198A805 SCREW, HEX HEAD, CAP, 0.625-11 UNC X 2.75. SST McMASTER-CARR 21 2 EA. 4402K52 0.25 SS EXHAUST MUFFLER McMASTER-CARR 20 3 EA. 4464K48 PIPE TEE, 0.25 NPT, SST McMASTER-CARR 19 2 EA. 44641<12 PIPE, 99 ELBOW, 0.25 NPT, SST McMAS1ER-CARR 18 2 EA. 483OK135' PIPE NIPPLE, 0.25 NPT X 3,00, SST i McMASTER-CARR 17 2 EA. 4830K133 PIPE NIPPLE, 025 NPT X 2.00, SST McMASTER-CARR 16 11 EA. 4830K132 PIPE NIPPLE, 0.25 NPT X 1,50, SST McMASTER-CARR 15 A R' Ff. 5633K21 HOSE, ;PUSH-'ON, 0.50 OD X 0.25 ID, BLACK McMASTER'-CARR 14' 6 EA. 50675KI62 FITTING 37 FLARED, STRAIGHT ADAPTER FOR 0,438-20, 0.250 NPT McMASTER'-CARR 13 6 EA. 534851(22 BARBED X 3T JIC 45' SAE FEMALE FLARED, 0.438-20 UNC, 0.25 ID'H SE McMASTER-CARR` 12 1 EA. 739OK31 NORGREN END BLOCK KIT McMASTER-CARR Y1 1 EA. 739OK17 FILTER REGULATOR, 0.25 FNPT, 5-150 PSI GAUGE, AUTO DRAIN-NORGREN MCMASTER-CARR 10 2 EA. 4053K16 GLYCERIN-FILL, 0-60 GAUGE 1% MID-ACCURACY 4"DIAL, 0.25MNPT, S . MCMASTER`-CARR 9 3 EA. 5249501 TWO-WAY SOCKETS 0.25 FEMALE NPTF, BRASS McMASTER-CARR 8 3 EA. 47865K21 BALL VALVE, 025 NPT FEMALE CONNECTIONS, BRASS McMASTER CARR 7 1 EA. PPSN7EB25L LOW PRESSURE SWITCH WITH MANUAL RESET PARKER SUPPLY 6 1 EA. PPSN71.1825 HIGH PRESSURE SWITCH WITH MANUAL RESET PARKER SUPPLY 5 2 EA. EF8321GO01 NORMALLY CLOSED 0.25 %PT SOLENOID VALVE 0-150PSI-ASCO YARDLEY 4 2 EA. 95012056 2' INUNE BALL VALVE DUHIG 3 11 EA. CG-2.00 GASKET, STYLE CG, 2.00 PIPE SIZE - FLE)TIALLIC DUHIG 2 2 EA. AF5146RM150 2" WORCESTOR SAFETY SHUT-OFF VALVE` DUHIG 1 1 iA 9814KII Y-STRAINER 150 FLANGE -- STAINLESS DUHIG ITEM CITY PART NOMENCLATURE MANUFACTURER ORD. REC. NO REOD UNITS NUMBER OR DESCRIPTION OR DISTRIBUTOR PARTS LIST Note, Gas Plumbing And Fire Effects Design To Be Approved By Third 51Y FLAG5 NEW ENGLAND Party Laboratory Prior To Fire Department Final Acceptance of Installation And Design. Any nf'' SIX FLAGS Alterations To System After Final Acce tense Can Only Be Done With Written Aproval Of Third' J . E . . f/XI 1 1c . FLAME SYSTEMSUPERVISOR STATION SILVGLE y p y Party Testing Laboratory Of Record, Prior To Any Alterations Or Deviation From Original Design, SPECIAL EFFECTS D1<51GN *' FABRICATION The data in We d"UrnentLINE 5CHFMATIC 25G55 5PRINGBKOOIC AVE. 5ANTA CLARTA, Ca. 91350 �on� �dmu • o B. B O/)f(}8 SUP_SFNE-.PNICf 01 A dd "o in owdolo and a0reee.that' tt"hell net W d�plkcted"1n whole er womnm:er WAAE F1L xo. yEE! {6G`i)255-6329 OFFICE (6G i) 255- 37�f FAX rn��,ppit.nor dwio..d to haw E p.p. NS 2 OF 2' EVISIONI= Third Part Ins ector SI nature. Print Name And Title / Commision Date wPthau!4M cdneem ar ax P.aoAov;: `_/ '19 R-0a1.1 RADII i5 15 15 15 1 5 Of GAS tlNE 6 1 Ox� 9Y FkCILnY 2 21 2T 17 (D 1] NC NC 12 � 4 1$ 18 4 1a 23 1a 23 4 24 13 , 8 13 /;`1 24 23 25 L,JTM11 ETC-0a1.2 25 5 24 FX-Q02.1 FX-a01 1)¢'GAS LIHE fi 21 2a 21 26 25 15 15 15 15 15 BY FAal11Y 2f '� 2 21 27 1T 17 Ec N 12 4 22 22 1^ i 4 18 10 18 1a 4 fRIX.GAS WP R STAXIN 23 23 D1q SUP_SFN�PIMD 01 23 2 IINE 24 24 13 ' 8 13 $ 24 25 4a2 -a02 2 25 ' 5 25 LIM m o=w/OINGf t9UP1€II: KM WU*f MOM Me":YI w RAN=COMM W UL rAW VAM TC—oia.1 16 uV 14 14 Note, Gas Ptumbing And Fire Effects Design To Be Approved By Third SIX FLAG5 NEW ENGLAND Party Laboratory Prior To Fire Departmemt Finat Acceptance of Installation And Design, Any Alterations To stem After Final Acceptance Can Only Be Done With Written Aprovat Of Third J . E . M . f/XI i n�c . ,�aSIXFsrarI.AOS�t ACCUMULATOR;RACK AND GA5 D15TRI13UTION Party Testing L boratory Of Record, Prior To Any Alterations Or Deviation From driginat Design, SPECIAL l FFECT5 DE5IGN * FA5RICATION LINE 5CHEMATIC 25G55 5fi RING5ROOK AVE. 5ANTA CIARITA, Ca. 91350 'p a" C B' B 1 C?f 08�Q� ACCRACK,SFNErP�1PD 01 A does sn In IN M N"a end aq,ss.Meet x.hell not be duplly to whole or UEORM er WJLE erE Ma air (i;G 1) 255-6329 OFFICE (GG 1) 255-637�4 FAX In port,-dacwnd to a.rn E.P.P. NS 1 OF 2 VISION, Third Part' Ins ctor Signature. Print Name'And Title / Commislan Date .rr r dw eO"""�e, r. 27 2 EA. SS BURNER ASSY JEM FX 26 1 EA. SPOOL JEM FX 25 48 EA. 9195OA035 WASHER, FLAT, 0.625 SCREW SIZE, SST McMASTER-CARR 24 24 EA. 90715A185 NUT, NYLON-INSERT, 0625-11 UNC, SST McMASTER-CARR 23 24 EA. 921M05 SCREW, HEX HEAD, CAP, 0.625-11 UNC X 2.75. SST McMASTER-CARR 22 2 EA. 446851(56 PIPE FLANGE SOCKET WELD 2.00' McMASTER-CARR 21 8 EA. 4-4685K16 PIPE FLANGE THREADED 2.00" McWASTER-CARR 20 1' EA. 56801(68 1 e FLEXIBLE COUPLING 2,00" McMASTER-CARR 19 1 EA. 4464K174 HEX BUSHING 2.00' x 1.25 McMASTER-CARR 16 4 EA, 4464KI91 REDUCING BUSHING, 2.00 NPT X.250 NAT, SST McMASTER-CARR 17 4 EA 4464K56 PIPE TEE, 2.00 NPT, S5T McWCER'-CARR 16 1 EA. 44641<15 90' ELL, 0.75 NPT, SST' MCMASTER-CARR 15 10 EA. 483OK284 PIPE NiPPLE, 2.00 NPT X 2.50, SST McMASTER'-CARR 14 2 EA. 48301(194 PIPE NIPPLE, 0.75 NPT X 2.50, SST McMASTER'-CARR 13 8 EA. 483OK134 PIPE NIPPLE, 025 NPT X 2.50,;SST McMASTER-CARR 12 2 EA. 47865K28 BALL VALVE, 20 NPT FEMALE CONNECTIONS, BRASS McMASTER'-CARR 11 1 EA. 478651(24 BALL VALVE, 0,75 NPT FEMALE CONNECTIONS, BRASS McMRSTER-CARR 10 4 EA. 47865K21 BALL VALVE, 025 NPT FEMALE CONNECTIONS, BRASS McMASTER-CARR 9 1 EA. 524951(47 TWO-.WAY SOCKETS 0.75 FEMALE NPTF, BRASS McMASTER-CARR 8 4 EA, 524951(41 TWO-WAY SOCKETS 0.25 FEMALE NPTF, BRASS McMASTER-CARR 7 1 EA. 4053K2 GLYCERIN-FILL, 0-60 GAUGE 1% MID-ACCURACY 4"DIAL, 0.25MNPT, SS1 McMASTER-CARR 6 2 EA. UV SCANNER HONEYWELL- 5 2 EA. IGNITOR HONEYWELL 4 6 EA. CG-2.00 GASKET, STYLE CG, 2.00`PIPE SIZE - FLEXITAWC DUHIG 3 1 EA, 9188MI-KE200 KUNKLE-GAS OVER PRESSURE RELIEF VALVE VOSSLER 2 4 EA. 8215B70 2,0" SOLENOID VALVE GC GC VALVES` 1 1 EA. 240 GALLON ASME APPROVED ACCUMULATOR RANSOM MFG ITEM QTY PART NOMENCLATURE MANUFACTURER ORD. REC. NO. REOD UNITS NUMBER OR DESCRIPTION OR DISTRIBUTOR PARTS LIST Nate, Gas Plumbing And Fire Effects Design To Be Approved By Third 51X FLAG5 NEW ENGLAND Party Laboratory Prior To Fire Department Final Acceptance of Instatlation And Design, Any S&FLAGS Atterations To System After Final Acceptance Can Only Be Done With Written Aprovai Of Third J . E . i i/ t a f/XI n c . FLAME SYSTEW ACCUMULATOR RACK AND GAS 015TRIB1LITION Party Testing Laboratory Of Record, Prior To Any Alterations Or Deviation From Original Design. LINE 5CHEMATIC' SPECIA�. EFFECT-5 DESIGN * FA6RlCAT10N SIN am _ _ 25655 SPRINGBRdOK AVE. SANTA CLARITA Ca. 91350 aroepting this dcaum ` B; g 4/08/08 ACCRACK_SFNErPNID 01 A does w In eoof1dome and agrees that It shall not to dupkated In whole or OEM=9Y SO" fAd NC SMFC� EVISIONt third Part Inspector Si mature. Pant Name Ataal Title 1 er>Mislcn Date (G6.1) 55-C3�9 OFFICE (661) 255-637�1 FAX ,n�pan nay consentdwo" to ajtt,P.' E.P.P. NS 2 OF 2 wk6wt the aansent ar EIAe P.POPOv. jSa�ii e �i yyF ' '�r t ",.'�. `Z{� 'tt3�;*, �'i y,, ' ✓ r rr��`'{'t{` ti�tt@i Y� t taFtlP�rr7 vu� Notes Gas P(wmbing And Fire Effects Design To BeApproved By Third I Party Laboratory Prier To Fire Department' Finat'Acceptance of In tattation And Design, Any �riar��a Fl. NLsA Alterations To stem After Float Acce tend Can Cent Be Done With Written Art vat Of Third J . E . M . f/X Inc . FLAME ACCUMULATORIBC L1 ' f l� '! T1�T1 C� p y i� SYSTEM Party Testing Laboratory Of Record, Prior To Any kteratiions Or Deviation From Original design, r IL FIT �EI�N i��Tl t LY DRAWING 25G5,5 5Pi INGDKOO AVE. SANTA LAR.ITA, Ca. 1 2, � "�e G P. t G 1 FNF.�LA OUT Et+t I N, ''Third Part Inspector SI nature, Print Nacre And Ti to / �mHslon date Or R 1 F a � tX. «4, Q i y{ M r � z � 4 YW' SYu y z. i y 4 3 � 4 x a re s i To Approved � Third ---------- Notes Ptr�t�lnr� And i Effects Design �SpLAOS 1 i t`� l.�,f`�C) Party Laboratory Prior T Fire Department F inat Acceptance ;o Installation And Design, Any FLAME ACCUMULATOR RACK t5UPERV150R.5TATION P1C F Alteration To System After F`inl cLe�atene Can OnlyBe Done 1�"iFr Written Ar�aval Third J . M . Inc . d P To n Alter tl ns r Deviation From Or°I naat e I n, m _ _ A Party Testing Laboratory Record, Prior Any �. �'� IL �" C� �PC� Fa�E .# �� -9_ EMLY DRAWMGwV 25G55 5PRINGBR OK AVf. 5ANTA C LA I rA, Ca, 9 d 350 6n offn and ag By WAU NM aim dG 1 r 55- 32 FPI E r P r 253 .3_ 4 fAX ti to � °` (-,B. NS 2 OF vI TAN Third Partv Insl eotorV Slanature. Print Name And Ti to ✓ omml lon Date # K. t Vanasse 14aaW arustlid,Inc. Compensatory Storage Calculations Engineers,Planners,and Scientists Six Flags New England One Federal Street,Building 103Y3N Agawam,Massachusets Springfield,Massachusetts 01106 (413)747-7113 Date: November-08' Calculated by. ,lE 100-year Flood Elevation:67.0 2000 Rivertown Floodplain Calculations 2008 Dark Knight Floodplain Calculations 2008 Superman Enhancement Floodplain Calculations 'Cumulative Cumulative Cumulative Cumulative _ . Total lte Cumulative F1 Volume Existing Area Proposed Cumulative Gain In Existing Area Proposedfilet Gain�n Elevation t Flood VolumeCY) Flood Volume load Volume Flood Volume Flood Volume Not Gain �C � Area� Storage 4C�1'� { Area ty'� Storage{C� wl� (CY) (CY) (CY) (CY) (CY) Cut Fill Cut Fill 18 4 0 18 -- -- a _ �._ _ .�. ��. . 0 #I 0 0 152 1� 6 6 49 � � 697 934 ti .. B fl {l tl a 0 610 613 4 4 56 _ _ 3,333 3,396 2,761 2,74 1,962 20 1,942 it 1,815 1,867 52 1,1`15 1,109 .6 1,988 51 7,556 7,806 3,930 3,910 2,846 1,130 1,716 !.. .,. 3s405 ,462 58 1,380 1,373 -7 1,767 52 12,872 12,967 4,349 4,327 2,962 2,43t1 532 0 � 4f962 4,986 24 1,45�? 1,�443 -7 548 53 16,900 16,947 4,351 4,330 2,869 2,482 407 0 5,861 5,877 16 1,451 1,443 -7 416 64 18,266 18,313 4,353 4,331 2,642 2,279 263 0 6,322 6,331 1,451 1,444 -7 265 55 19,668 19,+676 4,355 4,333 - 2, 2,170 134 0 6,6"96 010 14 1,452 1,444 -7 � 140 6 20,5t?8 20,584 4,355 4,333 _ a- ..w.d-.ar.„.,......a.. 2,016 2,015 1 0 7,166 7,6C15i 499 1,45 1.444 `7 493 57. _ 22,130 25,049 4,355 4,333 Totals 17,521 2 26; 4,995 0 121,233 36,1 75'67 124,737 36,838 671 33,704 10,512 33,5 tU1,473 -39 5,626 "v-\N