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HomeMy WebLinkAbout20070123Engineering Report Part II.pdfAPPEND IX F IDEQ Correspondence and Rules Interpretation STATE OF IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY 1410 NORTH HILTON. BOISE, IOAHO 83706. (208) 373-0502 ..---.....-.-....----..--...---.."""'. . -.. JAMES E. RISCH, GOVERNOR TONI HARDESTY, DIRECTOR October 23 2006 TSCPE-237/2006 Mr. James M. Rees, P. MTC, Inc. 707 N. 27th Street Boise, Idaho 83702~31l3 RE:Rule Interpretation Changes Affecting July 27 2006 Comments Eagle Water System (Eagle, Ada County) Dear Mr. Rees: Please be advised that DEQ has recently changed our interpretation of the Idaho Rules for Public Drinking Water Systems regarding pumping redundancy and fire flow requirements. Attached is a memorandum setting forth those changes, DEQ provided you comments regarding the Eagle Water Company Preliminary Engineering Report in a letter :fromDiane Baconguis to Robert DeShazo dated July 27, 2006. The above rule interpretation changes affect several ofthe comments in that letter. Eagle Water Company should, therefore, adjust your pending responses to the July 27letter to take into account these changed interpretations. Please contact me with any questions at 373-0514, or via e-mail at peter.bair~deQ.idaho.gov if you have anyquestions in this regard. Sincerely, /..'~ . ~ ,.""') 'fd~::-:) Peter S. Bair, P. Technical I Engineer PSB:sjt Attachment: Burnell memo of October 10, 2006 entitled "Drinking Water Rule Interpretation - PumpingRedundancy and Fire Flow Tiffany Floyd, Acting Regional Engineering Manager, DEQ Boise Regional OfficeMike StambuIis, P., DEQ Technical Services Monty Marchus, P., DEQ Boise Regional Office Todd Crutcher, E.I.T., DEQ Boise Regional Office Robert DeShazo, Eagle Water Company, 172 W. State Street, Eagle Idaho 83616BRO Source File 2 TSCPE Reading File 2"d 1.9SBEvEB02 saa~ Wtr ~IS :BO 90 92 ~~O STATE OF IDAHO DEPARTMEf'IT OF ENVIRONMENTAL QUALITY 1410 NoRTH HUON' BOISE, ID 83706-1255' (208) 373-0502 MEMORANDUM .lAMes E. RISCH, GOVERNORTONI HARDesTY, DiRECToR TO:Kirby Cole, Lewiston Regional Office Administrator Mark Dietrick, Pocatel1o Regional Office Administrator Gwen Fransen, Coeur d' Alene Regional Office Administrator Doug Howard, Twin Falls Regional Office Administrator Jim Johnston, Idaho Falls Regional Office "Administrator Jon Sandoval, Boise Regional Office Administrator 'K~ (0('-1",- &JiY'Burf(eIl, Water Quality Division AdministratorFROM: SUBJECT:Drinking Water Rule Interpretation-Pumping Redundancy and Fire Flow DATE:October 10 2006 Proposal: The proposed phase 2 drinking water facility standards rule has sections that address pumpingredundancy and fu-e flow. The proposed rule language , as modified in response to public comments duringAugust, separates fire flow requirements ftom the more general requirement that public water systems be designed with pumping capabilities sufficient to provide peak demands with the Jargest pump out of service. This memo directs DEQ engineers performing plan and specification reviews for public water systems touse the framework agreed upon ib the proposed rule before it becomes finaJ ia the spring of2007. Current Rule Interpretation: The most literal reading of Recomm~nded Standards for Waterworks (" TenStates) would require that public water systems be designed with sufficient pumping capacity to supply peak day demand plus fire flow where provided. Any pumping facility within the water system would need to havesufficient redundancy to provide this peak day demand plus fire flow when the largest pump is out of service. DEQ has not been consistent in application and interpretation of tit is requirement. Most offices have not held tothe most literal reading ofTen States. This is understandable by the fact that Ten States makes an assumptionthat all systems will be designed with storage in the amount of average daily demand. In Idaho , many systemsdo not instalJ storage and depend upon pumping to supply all of their needs. The challenge of providing fifeflow differs substantially between systems that have storage and those that depend on pumping alone. New Proposed Facility Standards Rule: The proposed rule only requires pumping redundancy for domesticflows. Fire flows are now treated separately in the proposed rule. Public water system owners are allowed to reduce or eliminate redundancy for fire flow ' systems, iflocal fire authorities certify that the water system s firefighting capabilities are compatible with the water demand of existing and planned fire fighting equipment and fire fighting practices in the area served by the system. The system may be designed to provide slightly lower total flows during a fire event, taking into acCOunt the drop in distribution pressure that will occur when fireflow is provided. The proposed rule provides definitions for the tenns that refer to design flows and uses thesekey terms in a consistent manner throughout sections that deal with redundancy criteria. So condition for DEQ approval of fire flow designs that do not incorporate full redundancy, the proposed rule language includes a requirement that existing or potential customers be informed of the system s firefightingcapabilities and the acceptance of these capabilities by the local fire authority. Although there was some E'd L.96BEvEBO~saa~ W etS :BO 90 9~ ~~O opposition to this provision. this requirement is consistent with similar language negotiated for the proposed rule section dealing, with ~dby power. In both situations, the operative 'principle is that systems that obtain approval for a reduction in reliability or redundancy should be willing to inform customers of this fact. This notification does not need to be stated in negative terms, because the system design is in compliance with regulation. In this interim time, prior to the proposed role becoming effective, DEQ will waive the notice requirement so long as the system complies with Section SO1.17(b)(i), as quoted in the Attachment to this memo. Once the proposed rule becomes effective, the notice requirement must be met as part of the plan review, Sommary: The framework provided in the proposed rule is consistent with past practices in Idaho and allows for system designs that provide a reasonable level of redundancy. The proposed role establishes a standard for redundancy that is consistent with Ten States and then provides for departures from that standard when doing so is. acceptable to the local fire authority and does not compromise the ability of the water system to reliably meet domestic flows. Standardizing around this approach wilt help to improve consistency in the way these requirementS are implemented around the state. . BNB:jt Attachment v.d 1.96BEvEB02 saa~ w~r ~2S : BO 90 92 ~oO Summary of Proposed Facility Standards Rule Language Dealing with PumpingRedundancy and Fire Flows 1. The terms used to describe design flows in the rule are average day demand . peakhour demand, maximum day demand, and fire flow capacity. These tenus may beassigned slightly different meanings in various engineering references. Because thesetenus are of key importance in interpreting the rule requirements. they are defined asfollows. Average Day Demand. . The volume of water used by a system on an average day based on a one (1)year period. Peak Hour Demand. The highest hourly flow, excluding fire flow, a water system or distributionsystem pressure zone is likely to experience in the design year. MaximQm Day Demand. The average rate of consumption for the twenty-four (24) hour period in whicl1total consumption is the largest for the design year. Fire Flow Capacity. 'The water system capacity, in addition to maximum day demand, that isavailable for fire fighting purposes within the water system or distribution system pressure zone. Adequacyoftl1e water system fire flow capacity is determined by the loca) fire authority. 2. The above terms are then used throughout those sections of the rule that deal withredundancy requirements. The pertinent sections are shown below. Highlighting is used to emphasize the key terms. These exceIpts may be viewed in context by accessing a copy of the proposed rule through DEQ's website athttD:/lwww.dea.idaho.gov/rulesldrinkine: water/58 0108 0602 oroposed.cfQ1or by calling Tom John at 373-0191. 513. FACILITY AND DESIGN STANDARDS - NUMBER OF GROUND WATER SOURCES REQUIRED. New community water systems served by ground water and constructed after July I , 1985or existing community .water systems served by ground water that are substantially modified after July,2002, shall have a minimwn of two (2) sources if they are intended to serve more than twenty-five (25)homes or equivalent Under Ronnal operating conditions, with any source out of service, the remainingsource or sources shall be capable of providing either the peak hour demand of the system or maximum day demand plus equalization storage. See section 5Ot .17 for general design requirements concerning fire flowcapacity. for the purpose of section 513 only. the department shaD consider a system to be "substantiallymodified" when there is a combined increase of twenty-five percent (25%) or more above the systemexisting configuration in the following factors: 541. 02. Pumping Units. At least two (2) pumping Wlits shall be provided for raw water and surfacesource pumps. Pumps using seals containing merctUy shall not be used in public drinking water system facilities. With any pump out of service, the remaining pump or pumps shall be capable of providing thepeak hour demand or maximum day demand plus equalization storage. See Section 501. 17 for generaldesign requirements concerning fire flow capacity. The pumping units shall meet the following requirements: (Remaining language from this subsection is not listed because it does Qot deal with redundancyj 541.04. e. Each boQSter p!.!.rnp!.'!g station sha!! ccmal.ii not less than fWQ (2) pumps with capacitiessuch that peak hour demand, or maximum $y demand plus equalization storage, can be satisfied with thelargest pump out of service. See Section 501,17 for genera) design requirements concerning fire flow capacity. S. d 1.968EvE802 Si3i3~ w~r a2S : 80 90 92 ~oO 9.d Page 2-Pnmping Redundancy and Fire Flows 544.01. Sizing. Storage facilities shall have sufficient capacity, as detennined from engineering studies that consider peak flows, fire flow capacity, and analysis of the need. for various components offinished storage as defined. under the tenn "Components of Finished. Water Storage" in Section 003. The requirement for storage may be reduced when the source and treaDnent facilities have sufficient capacity with standby power to supply peak: demand ofthe system. 3. Finally, a new provision in General Design Considerations (Section 501) to address the reqWrements and exceptions that apply to fire flow capacity. 501.17. Redundaot )fire Flow Capacity.8. Public water systems that provide fire flow shall be designed to provide maximum day demand plus fire flow instead of peak hour deman~ plus fIre flow. This allowance is made because distribution pressures can be expected to fall during a :fire event and overall demand would be less than' peak: hour. Pumping systems supporting fire flow capacity must be designed so that fire flow may be provided with the largest pump out of service.b. The requirement for redundant pumping capacity specified in 501.17.3. may be reduced to the extent that storage is provided. in sufficient quantity to meet some or all of f1l'e flow demands. Where storage is not provided, the requirement for fire flow pumping redundancy may be reduced or eliminated if the following conditions are meti. The local fire authority states in writing that the fire flow capacity of the system is acceptable and is compatible with the water demand of existing and planned fire fighting equipment and fire fighting practices in the area served by the system.ii. In a manner appropriate to the system type and situation. positive notification is provided to customers that describes thl: design of the system s fIre fighting capability and explains how it differs from the requirements of 50) .17 .a. The notice shall indicate that the local fire authority has provided written acceptance of the system s fire flow capacity. L.968E:i7E:802 saa~ W1f e2S : 80 90 92 +~O APPEND IX G Modeling Output 2006 Scenario wi Approved Developments Scenario: 2006 APPROVED DEV. Title: INITIAL RUN w:\...\2006 approved developments.wed 01/17/07 11 :49:00 l!illlBentley Systems, Inc.Haestad Methods Solution Center Watertown, CT 06795 USA Project Engineer: DMC WaterCAD v7.0 (07.00.049.00) +1-203-755-1666 Page 1 of 1 Scenario: 2006 APPROVED DEV. Fire Flow Analysis Fire Flow Report Label Satisfies Base Flow Needed Total Calculated Calculated Calculated Available Fire Flow (gpm)Fire Flow Flow Residual Minimum Minimum FireConstraints?(gpm)Needed Pressure Zone Zone Flow (gpm) (g) Junction Pressure (gpm) Total (g) (psi) Flow Total Needed Flow (psi)Needed false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A true 500.501.79.416 20.422. true 500.502.78.416 20.327. false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A true 94.500.594.79.416 20.280. false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A true 500.500.78.416 20.259. true 500.509.79.416 20.272.41 true 15.500.515.78.44 416 20.276. true 4.44 500.1 ,504.44 80.416 20.270. false N/A N/A N/A N/A N/A false 10.N/A N/A N/A N/A N/A true 500.506.80.416 20.246. true 500.501.80.416 20.244. false N/A N/A N/A N/A N/A true 500.505.77.416 20.238. true 500.1 ,500.78.416 20.223. true 500.507.78.416 20.227. false 11.N/A N/A N/A N/A N/A true 5.46 500.505.79.416 20.221.46 true 500.500.77.J-416 20.224. false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A true 14.500.514.78.416 20.228. true 12.43 500.512.43 79.416 20.237. false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A true 11.500.511.67.J-416 20.234. false N/A N/A N/A N/A N/A true 500.503.59.49 416 20.035. false 10.N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A true 500.1 ,503.60.416 20.242. false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A true 500.1 ,500.67.416 20.203. true 500.1 ,509,70.d 16 20.173. false N/A N/A N/A N/A N/A true 500.502.63.416 20.242. false N/A N/A N/A N/A N/A true 500.504.44 49.416 20.249. false N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMC w:\...\2006 approved developments.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 11:49:10 m-JBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 14 Scenario: 2006 APPROVED DEV. Fire Flow Analysis Fire Flow Report Label Satisfies Base Flow Needed Total Calculated Calculated Calculated AvailableFire Flow (gpm)Fire Flow Flow Residual Minimum Minimum FireConstraints?(gpm)Needed Pressure Zone Zone Flow (gpm)Junction Pressure (gpm) Total (psi) Flow Total Needed Flow (psi)Needed false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A false 4.44 N/A N/A N/A N/A N/A true 500.508.24.416 44.1 ,569. false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A true 500.506.58.416 20.205.46 true 19.500.519.56.416 20.177. false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A true 500.502.44.416 33.46 274. true 500.509.59.416 20.170. false N/A N/A N/A N/A N/A true 500.509.63.416 20.239. false N/A N/A N/A N/A N/A true 12.43 500.512.43 58.416 21.950. true 14.500.514.47.416 20.291. false 4.44 N/A N/A N/A N/A N/A true 26.500.526.59.416 20.156. true 21.500.521.66.416 20.177. false N/A N/A N/A N/A N/A true 17.500.517.43.20.049. false 4.44 N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A true 500.503.51.416 20.895.44 false 4.44 500.N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A false 4.44 N/A N/A N/A N/A N/A true 10.500.510.50.416 24.857. false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A true 11.500.511.48.49 J-587 21.693. false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A true 500.507.48.J-587 22.44 540. .J-false N/A N/A N/A N/A NI.A false N/A N/A N/A N/A N/A true 500.503.36.917 20.845. false 13.N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMC w:\...\2006 approved developments.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 11 :49:10 m-lBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 2 of 14 Scenario: 2006 APPROVED DEV. Fire Flow Analysis Fire Flow Report Label Satisfies Base Flow Needed Total Calculated Calculated Calculated AvailableFire Flow (gpm)Fire Flow Flow Residual Minimum Minimum FireConstraints?(gpm)Needed Pressure Zone Zone Flow(gpm)Junction Pressure (gpm)Total (psi) Flow Total Needed Flow (psi)Needed false N/A N/A N/A N/A N/AfalseN/A N/A N/A N/A N/A 100 true 500.504.31.101 20.725. 101 false N/A N/A N/A N/A N/A 102 false N/A N/A N/A N/A N/A103falseN/A N/A N/A N/A N/A104true500.500.47.46 917 21.350. 105 false N/A N/A N/A N/A N/A106falseN/A N/A N/A N/A N/A107false10.N/A N/A N/A N/A N/A108true500.507.48.48 587 20.515.109 false 4.44 N/A N/A N/A N/A N/A110falseN/A N/A N/A N/A N/A111falseN/A N/A N/A N/A N/A112falseN/A N/A N/A N/A N/A113falseN/A N/A N/A N/A N/A114true500.505.48.587 22.651.115 true 4.44 500.504.70.416 20.084.116 true 500.505.50.587 20.834. 117 false N/A N/A N/A N/A N/A118falseN/A N/A N/A N/A N/A119falseN/A N/A N/A N/A N/A120true500.507.49.587 20.651.121 true 500.507.48.587 20.531.122 false N/A N/A N/A N/A N/A 123 true 12.43 500.512.37.125 20.991. 124 false N/A N/A N/A N/A N/A 125 true 14.500.514.23.126 21.564.126 false N/A N/A N/A N/A N/A127true500.500.59.416 20.309.128 true 500.501.39.917 20.050.45 131 false N/A N/A N/A N/A N/A 132 false N/A N/A N/A N/A N/A133false12.43 N/A N/A N/A N/A N/A134false10.N/A N/A N/A N/A N/A 135 false 26.N/A N/A N/A N/A N/A136falseN/A N/A N/A N/A N/A137falseN/A N/A N/A N/A N/A 138 false 10.500.N/A N/A N/A N/A N/A139falseN/A N/A N/A N/A N/A140true500.500.66.416 31.617. 141 false N/A N/A N/A N/A N/A .1-142 true 500.507.71 Lln 416 25.15 '" nA"7 . ...-,~,. 143 false N/A N/A N/A N/A N/A144falseN/A N/A N/A N/A N/A145falseN/A N/A N/A N/A N/A146falseN/A N/A N/A N/A N/A147falseN/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMCw:\...\2006 approved developments.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 11:49:10 m-IBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 3 of 14 Scenario: 2006 APPROVED DEV. Fire Flow Analysis Fire Flow Report label Satisfies Base Flow Needed Total Calculated Calculated Calculated AvailableFire Flow (gpm)Fire Flow Flow Residual Minimum Minimum FireConstraints?(gpm)Needed Pressure Zone Zone Flow(gpm)(1Y Junction Pressure (gpm)Total (1Y (psi) Flow Total Needed Flow (psi)Needed 148 true 500.509.48.587 20.659. 149 true 26.500.526.47.587 25.501. 150 false 500.N/A N/A N/A N/A N/A 151 true 11.500.511.49.587 20.664. 152 true 12.43 500.512.48.587 20.657. 153 true 4.44 500.504.49.587 20.656. 154 true 12.43 500.512.43 69.416 22.945. 155 true 15.500.515.68.416 20.786. 156 true 1 ,500.500.64.416 31.541. 157 false N/A N/A N/A N/A N/A 158 true 22.500.522.62.416 41.2,498. 159 true 18.500.518.58.416 20.275. 160 true 500.501.78.416 20.989. 161 true 12.43 500.512.43 53.40 416 20.163.47 162 false N/A N/A N/A N/A N/A 163 true 6.44 500.1 ,506.44 78.42 416 23.973. 164 true 14.500.514.76.416 20.3,470. 165 false N/A N/A N/A N/A N/A 166 false 4.44 N/A N/A N/A N/A N/A 167 true 500.1 ,506.76.416 20.3,417. 168 true 500.1 ,501.77.416 20.519. 169 false 4.44 N/A N/A N/A N/A N/A 170 false N/A N/A N/A N/A N/A 171 false N/A N/A N/A N/A N/A 172 true 500.506.79.416 20.935. 173 false N/A N/A N/A N/A N/A 17L true 500.501.67.416 31.84 713. 175 false N/A N/A N/A N/A N/A 176 false N/A N/A N/A N/A N/A 177 false 14.N/A N/A N/A N/A N/A 178 false N/A N/A N/A N/A N/A 179 false 24.N/A N/A N/A N/A N/A 180 false N/A N/A N/A N/A N/A 181 false N/A N/A N/A N/A N/A 182 false N/A N/A N/A N/A N/A 183 false N/A N/A N/A N/A N/A 184 true 500.1 ,503.99.416 20.573. 185 false N/A N/A N/A N/A N/A 186 true 500.507.62.416 44.501. 187 true 500.500.99.416 42.47 120. 188 false N/A N/A N/A N/A N/A 189 false N/A N/A N/A N/A N/A 190 false N/.A.N/A N/A N/A N/A 191 true 500.503.95.416 20.783. 192 false N/A N/A N/A N/A N/A 193 false N/A N/A N/A N/A N/A 19~true 500.1 ,504.44 93.416 20.621. 195 false 22.N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMC w:\...\2006 approved developments.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 11 :49:10 gr,mentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 4 of 14 Scenario: 2006 APPROVED DEV. Fire Flow Analysis Fire Flow Report Label Satisfies Base Flow Needed Total Calculated Calculated Calculated Available Fire Flow (gpm)Fire Flow Flow Residual Minimum Minimum Fire Constraints?(gpm)Needed Pressure Zone Zone Flow (gpm)Junction Pressure (gpm) Total (psi) Flow Total Needed Flow (psi)Needed 196 false 4.45 N/A N/A N/A N/A N/A 197 true 20.500.520.86.416 20.523. 198 false N/A N/A N/A N/A N/A 199 false N/A N/A N/A N/A N/A 200 false N/A N/A N/A N/A N/A 201 false N/A N/A N/A N/A N/A 202 false N/A N/A N/A N/A N/A 203 false N/A N/A N/A N/A N/A 204 false N/A N/A N/A N/A N/A 205 false N/A N/A N/A N/A N/A 206 false 4.44 N/A N/A N/A N/A N/A 207 false N/A N/A N/A N/A N/A 208 false N/A N/A N/A N/A N/A 209 false N/A N/A N/A N/A N/A 210 false N/A N/A N/A N/A N/A 211 false N/A N/A N/A N/A N/A 212 false N/A N/A N/A N/A N/A 213 false N/A N/A N/A N/A N/A 214 false N/A N/A N/A N/A N/A 215 false 10.N/A N/A N/A N/A N/A 216 true 500.507.71.416 20.993. 217 false N/A N/A N/A N/A N/A 218 true 500.501.77.416 20.224. 219 false 22.N/A N/A N/A N/A N/A 220 true 500.500.74.416 20.213. 221 true 500.500.71.416 20.206. 222 false N/A N/A N/A N/A N/A 223 false 0.44 N/A N/A N/A N/A N/A 224 true 500.501 .70.416 20.41 181. 225 true 500.504.71.416 20.191.63 226 true 500.1 ,508.62.416 31.525. 227 true 15.500.515.63.416 20.612. 228 false 11.N/A N/A N/A N/A N/A 229 true 500.507.57.416 20.367. 230 true 500.509.56.416 20.332. 231 false N/A N/A N/A N/A N/A 232 true 15.500.515.58.416 20.376. 233 true 500.507.58.46 416 20.353. 234 false 11.N/A N/A N/A N/A N/A 235 false N/A N/A N/A N/A N/A 236 false 12.43 N/A N/A N/A N/A N/A 237 false N/A N/A N/A N/A N/A 238 true 500.500.81.416 20.'" o;OA &::1 ,--~.- . 239 false 2.43 N/A N/A N/A N/A N/A 240 false 23.N/A N/A N/A N/A N/A 241 false N/A N/A N/A N/A N/A 242 false N/A N/A N/A N/A N/A 243 true 500.506.78.416 20.3,460.Title: INITIAL RUN Project Engineer: DMC w:\...\2006 approved developments.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 11 :49:10 m-IBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 5 of 14 Label Satisfies Fire Flow Constraints? 244 245 246 247 248 249 250 251 252 253 254 255 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278 279 280 281 282 283 284 285 286 287 288 289 290 291 true false true false true true false true false false false false false false false false true false false false true false true false true true true true false true false true true false true false false false false true false true false true true true true false Base Flow (gpm) 10. 4.44 4.44 15. 13. 10. 13. 12.43 17. 10. 14. 4.44 Scenario: 2006 APPROVED DEV. Fire Flow Analysis Fire Flow Report Needed Fire Flow (gpm) 500. 500. 500. 500. 500. 500. 1 ,500. 500. 500. 500. 500. 1 ,500. 500. 500. 1 ,500. 1 ,500. 1 ,500. 500. 500. 500. 500. 500. Total Flow Needed (gpm) 510. N/A 1 ,508. N/A 507. 505. N/A 507. N/A N/A N/A N/A N/A N/A N/A N/A 502. N/A N/A N/A 508. N/A 515. N/A 513. 507. 510. 502. N/A 507. N/A 509. 513. N/A 517. N/A N/A N/A N/A 503. N/A 500. NIl', 509. 514. 506. 504.44 N/A Calculated Residual Pressure Total Flow Needed (psi) Calculated Minimum Zone Junction Total Flow Needed 80.16 J-416 N/A N/A 79.96 J-416 N/A N/A 78.88 J-416 77.69 J-416 N/A N/A 77.31 J-416 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 41.58 J-587 N/A N/A N/A N/A N/A N/A 40.52 J-587 N/A N/A 38.85 J-267 N/A N/A 43.96 J-587 43.66 J-587 43.26 J-587 41.27 J-587 N/A N/A 39.94 J-587 N/A N/A 40.98 J-587 39.01 J-587 N/A N/A 38.97 J-587 N/A N/A N/A N/A N/A N/A N/A N/A 34.95 J-416 N/A N/A 37.57 J-416 NllJ., N/.I!. 53.39 J-416 52.70 J-416 51.59 J-416 45.45 J-416 N/A N/A Calculated Minimum Zone Pressure (psi) 20. N/A 20. N/A 20. 20. N/A 20. N/A N/A N/A N/A N/A N/A N/A N/A 20.43 N/A N/A N/A 20.43 N/A 20. N/A 20. 20. 20. 20. N/A 20. N/A 20. 20. N/A 23. N/A N/A N/A N/A 20. N/A 20. NfA 20. 20. 20. 20. N/A Available Fire Flow (gpm) 3,438. N/A 3,449. N/A 427. 3,446. N/A 365.41 N/A N/A N/A N/A N/A N/A N/A N/A 260. N/A N/A N/A 183.40 N/A 094. N/A 324. 315. 213. 142. N/A 146. N/A 212. 118. N/A 183. N/A N/A N/A N/A 577. N/A 577.43 .'IA ",'"' 577. 1 ,577. 1 ,577. 1 ,577. N/ATitle: INITIAL RUN Project Engineer: DMC w:\...\2006 approved developments.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 11:49:10 ~entley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 6 of 14 Scenario: 2006 APPROVED DEV. Fire Flow Analysis Fire Flow Report label Satisfies Base Flow Needed Total Calculated Calculated Calculated AvailableFire Flow (gpm)Fire Flow Flow Residual Minimum Minimum FireConstraints?(gpm)Needed Pressure Zone Zone Flow (gpm)(1!)Junction Pressure (gpm) Total (1!)(psi) Flow Total Needed Flow (psi)Needed 292 false N/A N/A N/A N/A N/A 293 false N/A N/A N/A N/A N/A 294 false N/A N/A N/A N/A N/A 295 true 500.502.83.416 20.874. 296 false N/A N/A N/A N/A N/A 297 false N/A N/A N/A N/A N/A 298 true 500.500.50.416 20.582. 299 false N/A N/A N/A N/A N/A 300 false N/A N/A N/A N/A N/A 301 false N/A N/A N/A N/A N/A 302 false N/A N/A N/A N/A N/A 303 true 500.500.51.416 20.583.43 304 false N/A N/A N/A N/A N/A 305 true 13.500.513.52.416 20.583.42 306 true 14.500.514.53.416 20.583.42 307 true 500.509.55.416 20.583.43 308 true 500.509.52.416 20.573. 309 true 15.500.515.58.416 20.596. 310 true 23.500.523.58.416 20.605. 311 false N/A N/A N/A N/A N/A 312 false 250.N/A N/A N/A N/A N/A 313 false N/A N/A N/A N/A N/A 314 true 500.500.49.416 20.582. 315 false N/A N/A N/A N/A N/A 316 false N/A N/A N/A N/A N/A 317 false N/A N/A N/A N/A N/A 318 true 13.500.513.69.416 20.186. 319 false 12.43 N/A N/A N/A N/A N/A 320 false 10.N/A N/A N/A N/A N/A 321 true 16.500.1 ,516.65.416 20.623. 322 false N/A N/A N/A N/A N/A 323 true 500.507.72.416 20.836. 325 false N/A N/A N/A N/A N/A 326 true 500.500.81.416 20.3,459. 327 false N/A N/A N/A N/A N/A 328 true 4.44 500.504.52.416 39.085. 329 false N/A N/A N/A N/A N/A 330 true 500.506.74.416 22.349. 331 false N/A N/A N/A N/A N/A 332 false N/A N/A N/A N/A N/A 333 false N/A N/A N/A N/A N/A 33'true 500.509.77.416 20.351. 335 false N/A NfA NfA N/,A,Nt. 336 true 500.507.77.416 20.350. 337 true 500.507.77.416 20.321 . 338 true 500.505.77.416 20.342. 339 false N/A N/A N/A N/A N/A 340 false N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMC w:\...\2006 approved developments.wed WaterCAD v7.0 (07.00.049.00)01/17/07 11:49:10 m-JIIentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 7 of 14 Scenario: 2006 APPROVED DEV. Fire Flow Analysis Fire Flow Report label Satisfies Base Flow Needed Total Calculated Calculated Calculated AvailableFire Flow (gpm)Fire Flow Flow Residual Minimum Minimum FireConstraints?(gpm)Needed Pressure Zone Zone Flow (gpm) (g! Junction Pressure (gpm) Total (g! (psi) Flow Total Needed Flow (psi)Needed 341 true 500.506.76.416 20.183. 342 false N/A N/A N/A N/A N/A 343 true 500.506.76.416 20.086. 344 true 500.508.73.416 20.915. 345 false 11.N/A N/A N/A N/A N/A 346 true 500.505.52.416 20.577. 347 true 4.44 500.1 ,504.44 48.416 20.577. 348 false 12.43 N/A N/A N/A N/A N/A 349 false N/A N/A N/A N/A N/A 350 true 500.507.48.416 20.577. 351 false 500.N/A N/A N/A N/A N/A 352 false 12.43 500.N/A N/A N/A N/A N/A 353 true 500.503.47.416 24.501. 354 true 11.500.511.40.416 20.559. 355 false 500.N/A N/A N/A N/A N/A 356 false 500.N/A N/A N/A N/A N/A 357 true 10.500.510.37.416 20.547. 358 false 500.N/A N/A N/A N/A N/A 359 false 500.N/A N/A N/A N/A N/A 360 true 500.500.21.416 25.512. 361 true 500.500.97.416 29.000. 364 false 500.N/A N/A N/A N/A N/A 365 false 500.N/A N/A N/A N/A N/A 366 false 500.N/A N/A N/A N/A N/A 367 false 500.N/A N/A N/A N/A N/A 368 false 500.N/A N/A N/A N/A N/A 369 false 1.05 500.N/A N/A N/A N/A N/A 370 true 500.500.66.416 30.949.59 371 false 17.500.N/A N/A N/A N/A N/A 372 true 500.508.77.416 20.280. 373 false 500.N/A N/A N/A N/A N/A 374 false 500.N/A N/A N/A N/A N/A 375 false 500.N/A N/A N/A N/A N/A 376 false 13.500.N/A N/A N/A N/A N/A 377 false 500.N/A N/A N/A N/A N/A 378 false 11.500.N/A N/A N/A N/A N/A 379 false 500.N/A N/A N/A N/A N/A 380 false 12.500.N/A N/A N/A N/A N/A 381 true 500.501.48 56.416 29.697. 382 false 500.N/A N/A N/A N/A N/A 383 false 500.N/A N/A N/A N/A N/A 384 true 500.505.79.416 20.260. 385 true SOO.500.711 an 416 20.00 ""'.' "..~.~~" ,...".. 386 true 16.500.516.76.416 20.253. 387 false 500.N/A N/A N/A N/A N/A 388 false 500.N/A N/A N/A N/A N/A 389 true 500.500.77.416 20.216.41 390 false 500.N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMC w:\...\2006 approved developments. wed WaterCAD v7.0 (07.00.049.00)01/17/07 11:49:10 liNBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 8 of 14 Scenario: 2006 APPROVED DEV. Fire Flow Analysis Fire Flow Report label Satisfies Base Flow Needed Total Calculated Calculated Calculated Available Fire Flow (gpm)Fire Flow Flow Residual Minimum Minimum Fire Constraints?(gpm)Needed Pressure Zone Zone Flow (gpm) (g) Junction Pressure (gpm) Total (g) (psi) Flow Total Needed Flow (psi)Needed 391 true 500.500.51.416 39.043. 392 true 500.507.75.416 20.216. 393 false 500.N/A N/A N/A N/A N/A 394 true 500.500.76.416 20.218. 395 true 500.500.75.416 20.220. 396 false 500.N/A N/A N/A N/A N/A 397 false 500.N/A N/A N/A N/A N/A 398 true 500.500.78.416 20.215. 399 true 16.500.516.76.416 20.212. 400 true 12.500.512.74.416 20.211. 401 true 500.500.74.416 20.210.42 402 true 500.502.75.416 20.213. 403 true 500.500.76.416 20.214. 404 true 500.500.72.49 416 20.212. 405 false 500.N/A N/A N/A N/A N/A 406 false 500.N/A N/A N/A N/A N/A 407 false 500.N/A N/A N/A N/A N/A 408 false 1 ,500.N/A N/A N/A N/A N/A 409 false 500.N/A N/A N/A N/A N/A 410 false 500.N/A N/A N/A N/A N/A 411 true 500.506.52.416 20.095. 412 true 11.500.511.61.416 20.123. 413 true 4.44 500.504.44 62.416 20.136. 414 true 500.503.30.416 20.536. 415 true 500.507.29.416 20.533. 416 false 1 ,500.N/A N/A N/A N/A N/A 417 false 500.N/A N/A N/A N/A N/A 418 true 500.509.58.416 20.280. 419 true 500.507.58.416 20.277. 420 false 11.500.N/A N/A N/A N/A N/A 421 true 14.1 ,500.514.49.416 20.142. 422 true 500.500.50.416 20.43 174. 423 false 4.44 500.N/A N/A N/A N/A N/A 424 false 500.N/A N/A N/A N/A N/A 425 false 500.N/A N/A N/A N/A N/A 426 false 500.N/A N/A N/A N/A N/A 427 false 1 ,500.N/A N/A N/A N/A N/A 428 false 500.N/A N/A N/A N/A N/A 429 false 500.N/A N/A N/A N/A N/A 430 false 1 ,500.N/A N/A N/A N/A N/A 431 false 500.N/A N/A N/A N/A N/A 432 false 500.N/A N/A N/A N/A N/A 433 f;:llsp.SOO.N/A N/A N/A N/A N/A 434 false N/A N/A N/A N/A N/A 435 false 500.N/A N/A N/A N/A N/A 436 true 500.503.57.416 20.2,424. 437 true 500.501.54.416 27.260. 438 false N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMC w:\...\2006 approved developments.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 11:49:10~entleySystems,lnc. HaestadMethodsSolutionCenter Watertown CT06795USA +1-203-755-1666 Page9of14 Scenario: 2006 APPROVED DEV. Fire Flow Analysis Fire Flow Report Label Satisfies Base Flow Needed Total Calculated Calculated Calculated AvailableFire Flow (gpm)Fire Flow Flow Residual Minimum Minimum FireConstraints?(gpm)Needed Pressure Zone Zone Flow(gpm)(11!Junction Pressure (gpm) Total (11!(psi) Flow Total Needed Flow (psi)Needed 439 true 500.501.31.416 37.668. J-440 true 500.500.40.416 27.852. 441 false 10.N/A N/A N/A N/A N/A 442 false N/A N/A N/A N/A N/A 443 true 500.506.53.40 587 20.251. 444 true 500.500.77.49 416 20.249. 445 false N/A N/A N/A N/A N/A 446 true 500.507.77.416 20.247. 447 true 500.500.76.41 416 20.245. 448 true 500.500.72.416 20.146. 449 true 1.14 500.501.14 71.47 416 20.018. 450 false N/A N/A N/A N/A N/A 451 true 500.500.55.587 20.242. 452 false N/A N/A N/A N/A N/A 453 true 500.1 ,500.76.416 20.241. 454 false N/A N/A N/A N/A N/A 455 false N/A N/A N/A N/A N/A 456 true 500.501.75.42 416 20.239. 457 true 1 ,500.500.75.416 20.236. 458 false N/A N/A N/A N/A N/A 459 true 500.500.72.416 21.182. 460 true 500.500.46.587 20.194. 461 false N/A N/A N/A N/A N/A 462 false N/A N/A N/A N/A N/A 463 true 500.500.65.416 31.622. 464 true 1 ,500.500.66.416 21.728. 465 false N/A N/A N/A N/A N/A 466 true 500.500.69.416 20.887. 467 false N/A N/A N/A N/A N/A 468 true 500.500.61.416 32.41 2,455. 469 true 500.500.29.470 20.702.44 470 true 500.500.63.416 28.531. 471 false N/A N/A N/A N/A N/A 472 false N/A N/A N/A N/A N/A 473 false N/A N/A N/A N/A N/A 474 false N/A N/A N/A N/A N/A 475 false N/A N/A N/A N/A N/A 476 true 500.500.67.416 29.711.49 47i false N/A N/A N/A N/A N/A 478 false N/A N/A N/A N/A N/A 479 false N/A N/A N/A N/A N/A 480 false N/A N/A N/A N/A N/A 481 f('1l!::e N/,A,N!..l\N!A N/A ~lIh",n 482 true 500.1 ,500.76.416 20.233. 483 false N/A N/A N/A N/A N/A 484 false N/A N/A N/A N/A N/A 485 true 1 ,500.500.74.416 20.233. 486 false N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMCw:\...\2006 approved developments.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 11 :49:10 liNBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 10 of 14 Scenario: 2006 APPROVED DEV. Fire Flow Analysis Fire Flow Report label Satisfies Base Flow Needed Total Calculated Calculated Calculated Available Fire Flow (gpm)Fire Flow Flow Residual Minimum Minimum FireConstraints?(gpm)Needed Pressure Zone Zone Flow (gpm) (g) Junction Pressure (gpm) Total (g) (psi) Flow Total Needed Flow (psi)Needed 487 false N/A N/A N/A N/A N/A 488 false N/A N/A N/A N/A N/A 489 false N/A N/A N/A N/A N/A 490 false N/A N/A N/A N/A N/A 491 false 4.44 N/A N/A N/A N/A N/A 492 false 4.44 N/A N/A N/A N/A N/A 493 false N/A N/A N/A N/A N/A 494 false N/A N/A N/A N/A N/A 495 false N/A N/A N/A N/A N/A 496 false N/A N/A N/A N/A N/A 497 false 33.N/A N/A N/A N/A N/A 498 false 11.N/A N/A N/A N/A N/A 499 true 500.500.50.416 20.577. 500 true 500.508.52.416 20.577. 501 true 10.500.510.53.416 20.577. 502 true 14.500.514.50.416 20.577. 503 false N/A N/A N/A N/A N/A 504 true 500.500.67.416 20.195. 505 false N/A N/A N/A N/A N/A 506 true 500.500.69.40 416 20.186. 507 false N/A N/A N/A N/A N/A 508 true 10.500.510.64.416 20.171. 509 false N/A N/A N/A N/A N/A 510 true 500.507.54.416 31.40 554. 511 true 11.500.511.63.416 20.170. 512 false N/A N/A N/A N/A N/A 513 false N/A N/A N/A N/A N/A 514 true 500.1 ,505.61.416 20.162. 515 true 500.507.65.416 20.153. 516 false N/A N/A N/A N/A N/A 517 false N/A N/A N/A N/A N/A 518 true 500.1 ,502.60.416 20.162. 519 false N/A N/A N/A N/A N/A 520 true 500.505.59.416 20.160. 521 false N/A N/A N/A N/A N/A 522 true 500.506.71.416 20.893. 523 true 500.502.62.416 21.812. 524 false 15.N/A N/A N/A N/A N/A 525 true 500.502.57.416 20.283. 527 false N/A N/A N/A N/A N/A 528 false N/A N/A N/A N/A N/A 529 false 11.N/A N/A N/A N/A N/A 530 false N/A N/A N/..l\N!A N!A 531 false N/A N/A N/A N/A N/A 532 true 500.507.66.416 20.972. 533 false N/A N/A N/A N/A N/A 534 true 500.507.64.416 20.788. 535 false N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMC w:\...\2006 approved developments.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 11 :49:10 mJBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 11 of 14 Scenario: 2006 APPROVED DEV. Fire Flow Analysis Fire Flow Report label Satisfies Base Flow Needed Total Calculated Calculated Calculated Available Fire Flow (gpm)Fire Flow Flow Residual Minimum Minimum Fire Constraints?(gpm)Needed Pressure Zone Zone Flow (gpm)Junction Pressure (gpm) Total (psi) Flow Total Needed Flow (psi)Needed 536 true 500.504.44 65.416 20.895. 537 false 14.N/A N/A N/A N/A N/A 538 true 500.502.67.416 20.008. 539 false N/A N/A N/A N/A N/A 540 true 500.1 ,505.69.416 20.191. 541 false N/A N/A N/A N/A N/A 542 true 12.43 1 ,500.512.43 71.416 20.191. 543 true 1 ,500.505.78.416 20.288. 544 true 8.49 500.508.49 78.49 416 20.288. 546 true 1 ,500.507.75.47 416 20.288. 547 true 500.502.75.416 20.214. 548 false N/A N/A N/A N/A N/A 549 true 500.507.73.416 20.211. 550 true 500.500.72.416 20.211. 551 true 500.500.73.416 20.210. 552 false N/A N/A N/A N/A N/A 553 true 22.500.1 ,522.73.416 20.211. 554 true 17.500.517.73.45 416 20.211. 555 true 500.509.72.416 20.211. 556 false N/A N/A N/A N/A N/A 557 false N/A N/A N/A N/A N/A 558 false N/A N/A N/A N/A N/A 559 true 14.500.514.72.416 20.209. 560 false N/A N/A N/A N/A N/A 561 true 500.507.74.416 20.208. 562 true 500.500.74.416 20.207. 563 false N/A N/A N/A N/A N/A 564 false N/A N/A N/A N/A N/A 565 false N/A N/A N/A N/A N/A 566 false N/A N/A N/A N/A N/A 567 true 500.503.76.416 20.210. 568 false 14.N/A N/A N/A N/A N/A 569 false N/A N/A N/A N/A N/A 570 false 14.N/A N/A N/A N/A N/A 571 true 20.500.520.42 49.416 20.582. 572 true 11.500.511.54.416 20.583.45 573 false N/A N/A N/A N/A N/A 574 true 500.508.55.416 20.583.45 575 false N/A N/A N/A N/A N/A 576 true 11.500.511.51.49 416 20.583.45 577 true 15.500.515.54.416 20.583.45 578 false N/A N/A N/A N/A N/A 579 true 13.500.513.54.416 20.582. 580 false N/A N/A N/A N/A N/A 581 false N/A N/A N/A N/A N/A 582 false N/A N/A N/A N/A N/A 583 true 500.503.54.416 20.582. 584 false N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMC w:\...\2006 approved developments. wed WaterCAD v7.0 (07.00.049.00) 01/17/07 11 :49:10 gr.,mentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 12 of 14 Scenario: 2006 APPROVED DEV. Fire Flow Analysis Fire Flow Report Label Satisfies Base Flow Needed Total Calculated Calculated Calculated AvailableFire Flow (gpm)Fire Flow Flow Residual Minimum Minimum FireConstraints?(gpm)Needed Pressure Zone Zone Flow(gpm)Junction Pressure (gpm)Total (psi) Flow Total Needed Flow (psi)Needed 585 true 500.500.47.416 20.582. 586 false N/A N/A N/A N/A N/A 587 true 500.507.37.278 25.219. 588 true 500.500.74.45 416 20.535. 589 false N/A N/A N/A N/A N/A 590 true 500.500.67.416 30.942. 591 false N/A N/A N/A N/A N/A 592 true 1 ,500.500.64.416 33.788. 593 false 70.N/A N/A N/A N/A N/A 594 false N/A N/A N/A N/A N/A 595 false N/A N/A N/A N/A N/A 596 true 500.1 ,500.76.J-416 20.508. 597 false N/A N/A N/A N/A N/A 598 true 500.500.76.416 20.3,495. 599 false N/A N/A N/A N/A N/A 600 false N/A N/A N/A N/A N/A 601 false N/A N/A N/A N/A N/A 602 true 500.508.65.416 30.935. 603 false N/A N/A N/A N/A N/A 604 true 500.500.59.416 33.2,486. 605 true 1 ,500.502.75.416 20.3,468. 606 false N/A N/A N/A N/A N/A 607 true 500.501.78.416 20.399. 608 true 500.1 ,500.73.416 20.399. 609 false N/A N/A N/A N/A N/A 610 false N/A N/A N/A N/A N/A 611 false N/A N/A N/A N/A N/A 612 false N/A N/A N/A N/A N/A 613 false N/A N/A N/A N/A N/A 614 false N/A N/A N/A N/A N/A 615 false N/A N/A N/A N/A N/A 616 false N/A N/A N/A N/A N/A 617 false N/A N/A N/A N/A N/A 618 false N/A N/A N/A N/A N/A 619 false N/A N/A N/A N/A N/A 620 false N/A N/A N/A N/A N/A 621 true 500.500.66.416 20.900. 622 true 500.500.65.416 20.813. 623 false N/A N/A N/A N/A N/A 624 true 500.500.65.416 22.848. 628 false 19.N/A N/A N/A N/A N/A 636 false N/A N/A N/A N/A N/A 637 true 12.43 1 0;1'11'1 1'11'1 1 0;1., A'"77.416 "" ""'" "..", ". . ,~uu.uu ,~,_.~~&.. v. v&.. "",""'&".""'" 638 false 14.N/A N/A N/A N/A N/A 639 true 23.500.523.65.416 44.557. 640 false 15.N/A N/A N/A N/A N/A 650 false 20.42 N/A N/A N/A N/A N/A 651 false 11.N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMCw:\...\2006 approved developments.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 11 :49:10 lWBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 13 of 14 Scenario: 2006 APPROVED DEV. Fire Flow Analysis Fire Flow Report label Satisfies Base Flow Needed Total Calculated Calculated Calculated AvailableFire Flow (gpm)Fire Flow Flow Residual Minimum Minimum FireConstraints?(gpm)Needed Pressure Zone Zone Flow(gpm)Junction Pressure (gpm)Total (psi) Flow Total Needed Flow (psi)Needed 653 false 15.N/A N/A N/A N/A N/A 654 false 19.N/A N/A N/A N/A N/A655false16.N/A N/A N/A N/A N/A 656 false 21.N/A N/A N/A N/A N/A 657 false 15.N/A N/A N/A N/A N/A658falseN/A N/A N/A N/A N/A 659 false N/A N/A N/A N/A N/A660falseN/A N/A N/A N/A N/A 661 false N/A N/A N/A N/A N/A750falseN/A N/A N/A N/A N/A 751 false 4.44 500.N/A N/A N/A N/A N/A752false18.500.N/A N/A N/A N/A N/A 813 false 500.N/A N/A N/A N/A N/A 81.l1 false 500.N/A N/A N/A N/A N/A 822 false N/A N/A N/A N/A N/A823true500.500.29.138 28.501 .824 true 500.500.25.150 25.501. 825 false N/A N/A N/A N/A N/A826falseN/A N/A N/A N/A N/A827falseN/A N/A N/A N/A N/A828falseN/A N/A N/A N/A N/A829true500.500.62.416 20.531.42 830 true 500.500.62.416 20.531. 831 false 109.N/A N/A N/A N/A N/A 832 true 500.500.62.416 20.531.833 false N/A N/A N/A N/A N/A 834 false N/A N/A N/A N/A N/A835true500.500.62.416 20.530. 836 true 500.500.63.416 20.530.837 true 500.500.63.416 20.530.838 false N/A N/A N/A N/A N/A 840 true 500.500.63.46 416 20.531.J-842 false N/A N/A N/A N/A N/A 844 false 500.N/A N/A N/A N/A N/AJ-845 false 500.N/A N/A N/A N/A N/A846false500.N/A N/A N/A N/A N/A 847 false 500.N/A N/A N/A N/A N/A848false500.N/A N/A N/A N/A N/A849false500.N/A N/A N/A N/A N/A 851 true 500.1 ,500.73.416 40.47 501.J-852 true 500.1 ,500.72.416 40.47 501 .853 false N/A N/A N/A N/A N/A 901 false 500.N/A NI.L\N/A N/A ~IIA ,., '"' 906 false 500.N/A N/A N/A N/A N/A917false500.N/A N/A N/A N/A N/A 981 false 500.N/A N/A N/A N/A N/A982false500.N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMCW:\...\2006 approved developments.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 11 :49:1 0 AWBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 14 of 14 Scenario: 2006 APPROVED DEV. Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattem Demand Calculated Pressure (ft)(gpm)(Calculated)Hydraulic Grade (psi) (gpm)(ft) 558.Zone Demand COMMERCIAL 772.92. 558.Zone Demand COMMERCIAL 772.92. 556.Zone Demand RESIDENTIAL 772.93.46 557.Zone Demand 1.36 COMMERCIAL 772.92. 559.Zone Demand COMMERCIAL 772.92. 558.Zone Demand RESIDENTIAL 772.92. 557.Zone Demand 1.06 COMMERCIAL 772.93. 557.Zone Demand 94.IRRIGATION 94.772.93. 555.Zone Demand COMMERCIAL 772.93. 550.Zone Demand Composite 772.95. 554.Zone Demand COMMERCIAL 772.94. 556.Zone Demand RESIDENTIAL 772.93. 557.Zone Demand 15.RESIDENTIAL 15.772.93. 555.Zone Demand 4.44 Composite 4.44 772.93. 558.Zone Demand RESIDENTIAL 772.92. 552.Zone Demand 10.RESIDENTIAL 10.772.95. 555.Zone Demand RESIDENTIAL 772.93. 554.Zone Demand RESIDENTIAL 772.94. 552.Zone Demand Composite 772.95. 553.Zone Demand COMMERCIAL 772.94. 554.Zone Demand RESIDENTIAL 772.94. 553.Zone Demand Composite 772.94. 557.Zone Demand 11.RESIDENTIAL 11.772.93. 553.Zone Demand Composite 5.46 772.94. 556.Zone Demand RESIDENTIAL 772.93. 554.Zone Demand RESIDENTIAL 772.94.44 555.Zone Demand RESIDENTIAL 772.93. 558.Zone Demand 14.RESIDENTIAL 14.772.92. 556.Zone Demand 12.43 RESIDENTIAL 12.772.93. 579.Zone Demand RESIDENTIAL 772.83. 581.Zone Demand RESIDENTIAL 772.82. 585.Zone Demand 11.RESIDENTIAL 11.772.80. 595.Zone Demand RESIDENTIAL 772.76. 596.Zone Demand RESIDENTIAL 772.76. 597.Zone Demand 10.RESIDENTIAL 10.772.75. 604.Zone Demand 4.44 RESIDENTIAL 4.44 773.72. 601.Zone Demand RESIDENTIAL 773.74.49 603.Zone Demand RESIDENTIAL 773.73. 591.Zone Demand RESIDENTIAL 773.78. 592.Zone Demand RESIDENTIAL 773.78. 591.Zone Demand RESIDENTIAL 773.41 78. J-42 590.Zone Demand RESIDENTIAL 773.79. 581.Zone Demand COMMERCIAL 773.83. 590.Zone Demand RESIDENTIAL 773.79. 594.Zone Demand RESIDENTIAL 773.77. 602.Zone Demand RESIDENTIAL 773.74. 596.Zone Dernand RESiDENTiAL 773.76. 593.Zone Demand RESIDENTIAL 773.77. 601.Zone Demand RESIDENTIAL 773.74.48 603.Zone Demand RESIDENTIAL 773.73. 606.Zone Demand RESIDENTIAL 772.72. 609.Zone Demand RESIDENTIAL 772.70. Title: INITIAL RUN w:\...\2006 approved developments.wcd 01/17/07 11 :49:31 m.mentley Systems, Inc. Project Engineer: DMC WaterCAD v7.0 (07.00.049.00)Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 13 Scenario: 2006 APPROVED DEV. Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure(ft)(gpm)(Calculated)Hydraulic Grade (psi) (gpm)(ft) 605.Zone Demand RESIDENTIAL 772.72. 604.Zone Demand RESIDENTIAL 772.73. 607.Zone Demand RESIDENTIAL 4.44 772.71. 608.Zone Demand RESIDENTIAL 772.71. 610.Zone Demand 19.RESIDENTIAL 19.773.70. 606.Zone Demand RESIDENTIAL 772.72. 618.Zone Demand RESIDENTIAL 773.66. 615.Zone Demand Composite 773.68. 604.Zone Demand RESIDENTIAL 772.72. 600.Zone Demand RESIDENTIAL 772.74. 597.Zone Demand RESIDENTIAL 772.75. 595.Zone Demand RESIDENTIAL 772.76. 595.Zone Demand 12.43 RESIDENTIAL 12.772.76. 604.Zone Demand 14.RESIDENTIAL 14.772.73. 604.Zone Demand 4.44 RESIDENTIAL 772.72. 603.Zone Demand 26.RESIDENTIAL 26.772.73. 585.Zone Demand 21.RESIDENTIAL 21.772.81. 587.Zone Demand RESIDENTIAL 772.80. 600.Zone Demand 17.RESIDENTIAL 17.772.74. 602.Zone Demand 4.44 RESIDENTIAL 4.44 772.73. 589.Zone Demand RESIDENTIAL 772.79. 617.Zone Demand RESIDENTIAL 773.67. 606.Zone Demand RESIDENTIAL 773.72. 611.Zone Demand RESIDENTIAL 772.70. 617.Zone Demand RESIDENTIAL 773.67. 618.Zone Demand 4.44 RESIDENTIAL 773.67. 616.Zone Demand RESIDENTIAL 773.67. 613.Zone Demand RESIDENTIAL 773.69. 607.Zone Demand RESIDENTIAL 773.71. 619.Zone Demand 10.RESIDENTIAL 10.773.40 66. 624.Zone Demand RESIDENTIAL 773.64. 626.Zone Demand RESIDENTIAL 775.64. 623.Zone Demand 11.RESIDENTIAL 11.775.40 65. 618.Zone Demand RESIDENTIAL 774.67. 618.Zone Demand RESIDENTIAL 774.67. 618.Zone Demand RESIDENTIAL 774.67. 618.Zone Demand RESIDENTIAL 774.67. 616.Zone Demand RESIDENTIAL 774.68.43 619.Zone Demand RESIDENTIAL 773.66. 619.Zone Demand RESIDENTIAL 773.66. 618.Zone Demand RESIDENTIAL 773.67. 619.Zone Demand 13.RESIDENTIAL 13.773.66. 621.Zone Demand Composite 776.66. 615.Zone Demand RESIDENTIAL 773.68. 612.Zone Demand RESIDENTIAL 773.69. 611.Zone Demand RESIDENTIAL 773.70.40 1 GG 609.Zone Dernand Composite 773.71. 101 610.Zone Demand RESIDENTIAL 773.70. 102 615.Zone Demand RESIDENTIAL 773.68. 103 615.Zone Demand RESIDENTIAL 773.68.104 607.Zone Demand RESIDENTIAL 773.71. 105 603.Zone Demand RESIDENTIAL 773.73.Title: INITIAL RUN Project Engineer: DMCw:\...\2006 approved developments.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 11 :49:31 mllBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 2 of 13 Scenario: 2006 APPROVED DEV. Fire Flow Analysis Junction Report label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure(ft)(gpm)(Calculated)Hydraulic Grade (psi) (gpm)(ft) 1 06 593.Zone Demand RESIDENTIAL 773.77. 107 612.Zone Demand 10.Composite 10.773.69. 108 612.Zone Demand RESIDENTIAL 773.69.109 610.Zone Demand 4.44 RESIDENTIAL 4.44 773.70. 110 610.Zone Demand RESIDENTIAL 773.70. 111 610.Zone Demand RESIDENTIAL 773.70. 112 614.Zone Demand RESIDENTIAL 773.69. 113 611.Zone Demand RESIDENTIAL 773.70. 114 617.Zone Demand RESIDENTIAL 773.67. 115 564.Zone Demand 4.44 RESIDENTIAL 4.44 771.89.116 620.Zone Demand RESIDENTIAL 775.67.47 117 621.Zone Demand RESIDENTIAL 776.67. 118 579.Zone Demand RESIDENTIAL 787.90. 119 623.Zone Demand RESIDENTIAL 776.66. 120 624.Zone Demand RESIDENTIAL 776.65. 121 627.Zone Demand RESIDENTIAL 778.65. 122 618.Zone Demand RESIDENTIAL 776.68.123 624.Zone Demand 12.43 RESIDENTIAL 12.43 776.65. 124 588.Zone Demand RESIDENTIAL 772.79.125 623.Zone Demand 14.RESIDENTIAL 14.775.66. 126 620.Zone Demand RESIDENTIAL 775.67.127 605.Zone Demand RESIDENTIAL 772.72. 128 619.Zone Demand RESIDENTIAL 773.66. 131 553.Zone Demand COMMERCIAL 772.94. 132 624.Zone Demand RESIDENTIAL 776.65. 133 564.Zone Demand 12.43 RESIDENTIAL 12.43 771.89. 134 558.Zone Demand 10.RESIDENTIAL 10.771.92.135 557.Zone Demand 26.COMMERCIAL 26.771.92. 136 626.Zone Demand RESIDENTIAL 776.45 64. 137 553.Zone Demand RESIDENTIAL 772.94. 138 638.Zone Demand 10.RESIDENTIAL 10.778.60.139 554.Zone Demand RESIDENTIAL 772.94. 140 554.Zone Demand COMMERCIAL 772.94. 141 554.Zone Demand RESIDENTIAL 772.94. 142 554.Zone Demand RESIDENTIAL 772.94.44 143 610.Zone Demand RESIDENTIAL 772.70. 144 611.Zone Demand RESIDENTIAL 772.70. 145 566.Zone Demand RESIDENTIAL 772.47 89. 146 563.Zone Demand RESIDENTIAL 771.90. 147 615.Zone Demand RESIDENTIAL 773.68. 148 623.Zone Demand RESIDENTIAL 776.66. 149 621.Zone Demand 26.RESIDENTIAL 26.775.66. 150 620.Zone Demand RESIDENTIAL 776.67. 151 624.Zone Demand 11.RESIDENTIAL 11.776.43 65. 152 625.Zone Demand 12.43 RESIDENTIAL 12.43 776.43 65. 153 626.Zone Demand 4.44 RESIDENTIAL 4.44 776.45 65. 154 561.Zone Demand 12.43 RESiDENTiAL i 2.43 772.91.155 556.Zone Demand 15.RESIDENTIAL 15.772.93. 156 556.Zone Demand RESIDENTIAL 772.93.157 559.Zone Demand COMMERCIAL 772.92. 158 562.Zone Demand 22.Composite 22.772.91.159 561.Zone Demand 18.RESIDENTIAL 18.772.91.Title: INITIAL RUN Project Engineer: DMCw:\...\2006 approved developments.wcd WaterCAD v7.0 (07.00.049.00J01/17/07 11:49:31 ~entley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 3 of 13 Scenario: 2006 APPROVED DEV. Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (ft)(gpm)(Calculated)Hydraulic Grade (psi) (gpm)(ft) 160 560.Zone Demand Composite 773.92. 161 565.Zone Demand 12.43 RESIDENTIAL 12.43 772.89. 162 559.Zone Demand RESIDENTIAL 773.92. 163 558.Zone Demand Composite 773.92. 164 556.Zone Demand 14.RESIDENTIAL 14.773.93. 165 557.Zone Demand RESIDENTIAL 773.93. 166 555.Zone Demand 4.44 RESIDENTIAL 773.94.45 167 554.Zone Demand RESIDENTIAL 773.94. 168 553.Zone Demand Composite 773.95. 169 553.Zone Demand 4.44 RESIDENTIAL 4.44 773.95. 170 554.Zone Demand Composite 773.42 94. 171 556.Zone Demand Composite 773.42 93. 172 555.Zone Demand RESIDENTIAL 773.49 94. 173 556.Zone Demand Composite 773.49 93. 174 557.Zone Demand RESIDENTIAL 773.49 93. 175 557.Zone Demand RESIDENTIAL 773.49 93. 176 559.Zone Demand IRRIGATION 773.92. 177 559.Zone Demand 14.Composite 14.773.92. 178 557.Zone Demand RESIDENTIAL 773.93. 179 559.Zone Demand 24.Composite 24.776.93. 180 553.Zone Demand RESIDENTIAL 777.96. 181 549.Zone Demand RESIDENTIAL 777.98. 182 550.Zone Demand RESIDENTIAL 777.98. 183 548.Zone Demand RESIDENTIAL 777.99. 184 548.Zone Demand RESIDENTIAL 777.99. 185 549.Zone Demand RESIDENTIAL 777.98. 186 547.Zone Demand RESIDENTIAL 777.99. 187 546.Zone Demand RESIDENTIAL 777.99. 188 551.Zone Demand RESIDENTIAL 777.97. 189 553.Zone Demand RESIDENTIAL 777.96. 190 553.Zone Demand RESIDENTIAL 777.96. 191 552.Zone Demand RESIDENTIAL 777.97. 192 552.Zone Demand Composite 777.97. 193 551.Zone Demand 4.44 RESIDENTIAL 4.44 777.97. 194 553.Zone Demand 4.44 RESIDENTIAL 4.44 777.96. 195 555.Zone Demand 22.Composite 22.777.96. 196 556.Zone Demand 4.45 RESIDENTIAL 4.45 777.1.0 95. 197 551.Zone Demand 20.Composite 20.774.96. 198 553.Zone Demand RESIDENTIAL 777.96. 199 549.Zone Demand RESIDENTIAL 777.98.48 200 616.Zone Demand Composite 773.67. 201 617.Zone Demand RESIDENTIAL 773.67. 202 601.Zone Demand RESIDENTIAL 773.74. 203 600.Zone Demand RESIDENTIAL 773.74. 204 603.Zone Demand RESIDENTIAL 773.73. 205 603.Zone Demand RESIDENTIAL 773.73.43 206 603.Zone Demand RESiDENTiAL 4.44 773.73. 207 603.Zone Demand RESIDENTIAL 773.73.43 208 599.Zone Demand RESIDENTIAL 773.75. 209 577.Zone Demand RESIDENTIAL 773.84. 210 597.Zone Demand RESIDENTIAL 773.76. 211 597.Zone Demand RESIDENTIAL 773.76.Title: INITIAL RUN Project Engineer: DMCw:\...\2006 approved developments. wed WaterCAD v7.0 (07.00.049.00)01/17/07 11 :49:31 ~entley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 4 of 13 Label 212 213 214 215 216 217 218 219 220 221 222 223 224 225 226 227 228 229 230 231 232 233 234 235 236 237 238 239 240 241 242 243 244 245 246 247 248 249 250 251 252 253 254 255 256 257 258 259 260 261 262 263 Elevation (ft) Zone Type Scenario: 2006 APPROVED DEV. Fire Flow Analysis Junction Report Base Flow (gpm) Pattern Demand (Calculated) (gpm) Calculated Hydraulic Grade (ft) 773. 773. 773. 772. 772. 772. 772. 772. 771. 771. 771. 771. 771. 771. 771. 771. 771. 771. 771. 771. 771. 771. 795. 773. 773. 794. 788. 788. 786. 786. 785. 784.45 783. 784.45 784. 776. 783. 784. 783.46 782.42 783.47 783.47 783. 783. 782. 778. 780.41 780.48 780.48 780.48 780.48 780.48 Pressure (psi) 78. 78.42 80. 95. 94. 94. 94. 94. 92. 90. 89. 89. 91. 90. 91. 89. 89. 88. 87. 92. 89.47 89.46 99. 73. 69. 99. 95. 94. 94. 88. 93. 93. 94. 95. 93. 88. 92. 92. 91. 90. 92. 91. 90. 90. 88. 65. 61. 61. 62. 63. 63. 67.Title: INITIAL RUN Project Engineer: DMC w:\...\2006 approved developments.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 11:49:31 m-JBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 5 of 13 591.50 Zone 592.00 Zone 587.00 Zone 552.00 Zone 553.00 Zone 553.50 Zone 554.00 Zone 554.50 Zone 557.00 Zone 563.00 Zone 564.50 Zone 564.50 Zone 561.50 Zone 562.50 Zone 561.00 Zone 565.00 Zone 566.00 Zone 568.00 Zone 569.00 Zone 558.50 Zone 565.00 Zone 565.00 Zone 565.00 Zone 603.00 Zone 613.00 Zone 565.50 Zone 568.50 Zone 569.00 Zone 569.50 Zone 583.00 Zone 570.00 Zone 568.00 Zone 566.50 Zone 564.00 Zone 569.00 Zone 572.00 Zone 571.00 Zone 570.00 Zone 571.00 Zone 573.00 Zone 570.00 Zone 571.50 Zone 573.50 Zone 573.50 Zone 577.00 Zone 628.00 Zone 639.00 Zone Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand 638.00 Zone 635.00 Zone 633.00 Zone 634.00 Zone 625.00 Zone Demand Demand Demand Demand Demand 00 RESIDENTIAL 00 RESIDENTIAL 00 RESIDENTIAL 10.65 RESIDENTIAL 99 RESIDENTIAL 33 RESIDENTIAL 59 COMMERCIAL 22.69 IRRIGATION 00 RESIDENTIAL 00 RESIDENTIAL 00 RESIDENTIAL 0.44 COMMERCIAL 65 RESIDENTIAL 62 COMMERCIAL 88 RESIDENTIAL 15.98 RESIDENTIAL 11.54 RESIDENTIAL 10 RESIDENTIAL 76 RESIDENTIAL 00 RESIDENTIAL 15.11 Composite 02 Composite 11.63 COMMERCIAL 00 Fixed 12.43 RESIDENTIAL 59 IRRIGATION 83 Composite 2.43 RESIDENTIAL 23.75 IRRIGATION 00 RESIDENTIAL 4.44 RESIDENTIAL 21 RESIDENTIAL 10.65 RESIDENTIAL 55 RESIDENTIAL 88 RESIDENTIAL 00 RESIDENTIAL 99 RESIDENTIAL 33 RESIDENTIAL 93 Composite 10 RESIDENTIAL 17 IRRIGATION 00 RESIDENTIAL 00 RESIDENTIAL 00 RESIDENTIAL 23 COMMERCIAL 00 RESIDENTIAL 00 RESiDENTiAL 10. 22. 0.44 15. 11. 15. 11. 12. 2.43 23. 4.44 10. 4.44 21 RESIDENTIAL 66 RESIDENTIAL 78 RESIDENTIAL 4.44 RESIDENTIAL 4.44 RESIDENTIAL Scenario: 2006 APPROVED DEV. Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure(ft)(gpm)(Calculated)Hydraulic Grade (psi)(gpm)(ft)264 634.Zone Demand RESIDENTIAL 780.63.J-265 633.Zone Demand RESIDENTIAL 780.63.266 635.Zone Demand 15.RESIDENTIAL 15.780.62.267 636.Zone Demand 4.44 RESIDENTIAL 4.44 780.62.268 632.Zone Demand 13.RESIDENTIAL 13.780.64.269 633.Zone Demand RESIDENTIAL 781.64.270 630.Zone Demand 10.RESIDENTIAL 10.2,781.65.271 632.Zone Demand Composite 781.64.272 638.Zone Demand RESIDENTIAL 781.61.273 634.Zone Demand RESIDENTIAL 781.63.274 634.Zone Demand RESIDENTIAL 781.63.42275635.Zone Demand RESIDENTIAL 781.63.276 635.Zone Demand 13.RESIDENTIAL 13.781.62.277 636.Zone Demand 12.43 RESIDENTIAL 12.43 781.62.278 641 .Zone Demand 17.RESIDENTIAL 17.781.60.279 638.Zone Demand Composite 781.62.280 639.Zone Demand RESIDENTIAL 781.61.281 653.Zone Demand Composite 820.72.282 644.Zone Demand 10.RESIDENTIAL 10.820.76.48283640.Zone Demand Composite 820.78.284 638.Zone Demand 4.44 RESIDENTIAL 4.44 820.79.285 636.Zone Demand Fixed 820.79.286 635.Zone Demand RESIDENTIAL 820.80.43287639.Zone Demand RESIDENTIAL 821.78.288 637.Zone Demand 14.RESIDENTIAL 14.820.79.289 644.Zone Demand RESIDENTIAL 821.76.290 647.Zone Demand 4.44 RESIDENTIAL 4.44 821.75.291 643.Zone Demand 4.44 RESIDENTIAL 4.44 821.77.292 654.Zone Demand RESIDENTIAL 821.72.293 654.Zone Demand Composite 821.72.294 667.Zone Demand IRRIGATION 827.69.295 565.Zone Demand COMMERCIAL 794.99.296 667.Zone Demand RESIDENTIAL 827.69.297 667.Zone Demand RESIDENTIAL 827.69.298 665.Zone Demand RESIDENTIAL 829.71.299 670.Zone Demand RESIDENTIAL 829.69.300 670.Zone Demand RESIDENTIAL 829.69.301 664.Zone Demand RESIDENTIAL 831.72.302 664.Zone Demand RESIDENTIAL 829.71.303 667.Zone Demand RESIDENTIAL 832.71 .40J-304 670.Zone Demand RESIDENTIAL 832.70.305 667.Zone Demand 13.RESIDENTIAL 13.833.71.306 665.Zone Demand 14.RESIDENTIAL 14.834.73.307 664.Zone Demand RESIDENTIAL 836.74.308 670.Zone Demand RESIDENTIAL 836.71.J-309 660.Zone Demand 15.RESIDENTIAL 15.838.77.I "'.,...662.Zone Demano 23.RESIDENTIAL 23.839.76. u IV 311 665.Zone Demand RESIDENTIAL 829.71.312 655.Zone Demand 250.Composite 250.836.78.313 652.Zone Demand RESIDENTIAL 837.80.314 660.Zone Demand RESIDENTIAL 829.73.315 645.Zone Demand RESIDENTIAL 841.85.Title: INITIAL RUN Project Engineer: DMCw:\...\2006 approved developments.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 11:49:31 mlmentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 6 of 13 Scenario: 2006 APPROVED DEV. Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (ft)(gpm)(Calculated)Hydraulic Grade (psi) (gpm)(ft) 316 643.Zone Demand RESIDENTIAL 770.55. 317 631.Zone Demand RESIDENTIAL 773.61. 318 577.Zone Demand 13.RESIDENTIAL 13.773.84. 319 566.Zone Demand 12.43 Composite 12.43 772.47 89. 320 563.Zone Demand 10.RESIDENTIAL 10.771.90.41 321 647.Zone Demand 16.RESIDENTIAL 16.840.83. 322 592.Zone Demand RESIDENTIAL 769.76. 323 572.Zone Demand RESIDENTIAL 775.87. 325 645.Zone Demand RESIDENTIAL 842.85. 326 565.Zone Demand RESIDENTIAL 784.94. 327 565.Zone Demand RESIDENTIAL 784.47 94. 328 565.Zone Demand RESIDENTIAL 4.44 784.47 94. 329 565.Zone Demand RESIDENTIAL 784.94. 330 565.Zone Demand RESIDENTIAL 784.94. 331 566.Zone Demand RESIDENTIAL 784.94. 332 568.Zone Demand RESIDENTIAL 782.92. 333 569.Zone Demand Composite 781.91. 334 571.Zone Demand RESIDENTIAL 781.90. 335 572.Zone Demand RESIDENTIAL 781.90. 336 571.Zone Demand RESIDENTIAL 781.91. 337 571.Zone Demand RESIDENTIAL 781.91. 338 572.Zone Demand RESIDENTIAL 781.90. 339 573.Zone Demand RESIDENTIAL 781.90. 340 572.Zone Demand RESIDENTIAL 782.42 91. 341 571.Zone Demand RESIDENTIAL 780.90.46 342 572.Zone Demand 4.44 RESIDENTIAL 780.90. 343 570.Zone Demand RESIDENTIAL 779.90.45 344 573.Zone Demand RESIDENTIAL 776.88. 345 572.Zone Demand 11.Composite 11.776.88. 346 632.Zone Demand Composite 820.81. 347 630.Zone Demand 4.44 RESIDENTIAL 4.44 820.82. 348 630.Zone Demand 12.RESIDENTIAL 12.43 820.82. 349 633.Zone Demand RESIDENTIAL 820.81. 350 638.Zone Demand RESIDENTIAL 820.79. 351 640.Zone Demand RESIDENTIAL 820.78. 352 640.Zone Demand 12.43 RESIDENTIAL 12.43 820.78. 353 680.Zone Demand RESIDENTIAL 836.67. 354 695.Zone Demand 11.RESIDENTIAL 11.836.61. 355 682.Zone Demand RESIDENTIAL 836.66. 356 678.Zone Demand RESIDENTIAL 836.68. 357 700.Zone Demand 10.RESIDENTIAL 10.836.58. 358 699.Zone Demand RESIDENTIAL 827.55. 359 701.Zone Demand RESIDENTIAL 827.54. 360 717.Zone Demand RESIDENTIAL 827.47. 361 552.Zone Demand RESIDENTIAL 777.97. 364 554.Zone Demand COMMERCIAL 772.94.43 365 554.Zone Demand COMMERCIAL 772.94.43 366 554.Zone Demand COMMERCIAL 772.94.43 367 550.Zone Demand COMMERCIAL 771.96. 368 580.Zone Demand IRRIGATION 786.89.43 369 550.Zone Demand COMMERCIAL 772.95. 370 578.Zone Demand RESIDENTIAL 786.90.Title: INITIAL RUN Project Engineer: DMC w:\...\2006 approved developments.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 11 :49:31 ~entley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 7 of 13 Scenario: 2006 APPROVED DEV. Fire Flow Analysis Junction Report label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (ft)(gpm)(Calculated)Hydraulic Grade (psi) (gpm)(ft) 371 554.Zone Demand 17.COMMERCIAL 17.772.94. 372 555.Zone Demand IRRIGATION 772.93. 373 556.Zone Demand COMMERCIAL 772.93.48 374 556.Zone Demand RESIDENTIAL 772.93.48 375 550.Zone Demand COMMERCIAL 772.96. 376 549.Zone Demand 13.COMMERCIAL 13.772.96. 377 549.Zone Demand RESIDENTIAL 772.96. 378 550.Zone Demand 11.COMMERCIAL 11.772.96. 379 549.Zone Demand RESIDENTIAL 772.96. 380 589.Zone Demand 12.COMMERCIAL 12.773.79. 381 593.Zone Demand 1.48 COMMERCIAL 773.77. 382 547.Zone Demand RESIDENTIAL 772.97. 383 548.Zone Demand RESIDENTIAL 771.96. 384 548.Zone Demand COMMERCIAL 771.96. 385 557.Zone Demand COMMERCIAL 771.92. J~386 556.Zone Demand 16.COMMERCIAL 16.771.93.44 387 556.Zone Demand Composite 1.58 771.93.43 388 559.Zone Demand RESIDENTIAL 771.92. 389 554.Zone Demand RESIDENTIAL 771.94. 390 553.Zone Demand COMMERCIAL 771.94.49 391 555.Zone Demand RESIDENTIAL 771.93. 392 554.Zone Demand COMMERCIAL 771.94. 393 552.Zone Demand Composite 771.94. 394 557.Zone Demand RESIDENTIAL 771.92. 395 558.Zone Demand COMMERCIAL 771.92. 396 560.Zone Demand RESIDENTIAL 771.91. 397 560.Zone Demand Composite 771.91. 398 552.Zone Demand RESIDENTIAL 771.90 95. 399 554.Zone Demand 16.RESIDENTIAL 16.771.94. 400 556.Zone Demand 12.Composite 12.771.93. 401 559.Zone Demand RESIDENTIAL 771.91. 402 555.Zone Demand COMMERCIAL 771.93. 403 555.Zone Demand RESIDENTIAL 771.93. 404 562.Zone Demand COMMERCIAL 771.90. 405 567.Zone Demand COMMERCIAL 771.88. 406 553.Zone Demand RESIDENTIAL 771.94.49 407 563.Zone Demand RESIDENTIAL 771.90. 408 565.Zone Demand RESIDENTIAL 771.89. 409 558.Zone Demand RESIDENTIAL 771.92. 410 627.Zone Demand RESIDENTIAL 773.63. 411 621.Zone Demand Composite 773.41 65. 412 602.Zone Demand 11.RESIDENTIAL 11.773.73. 413 599.Zone Demand 4.44 RESIDENTIAL 4.44 773.75. 414 716.Zone Demand RESIDENTIAL 836.52. 415 718.Zone Demand Composite 836.51. 416 733.Zone Demand RESIDENTIAL 836.44. 4 if /22.Demand RESIDENTIAL 836.49.46Lone 418 559.Zone Demand RESIDENTIAL 771.91. 419 560.Zone Demand RESIDENTIAL 771.91.40 420 573.Zone Demand 11.RESIDENTIAL 11.771.85. 421 574.Zone Demand 14.Composite 14.771.85. 422 573.Zone Demand RESIDENTIAL 771.85.Title: INITIAL RUN Project Engineer: DMCw:\...\2006 approved developments.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 11:49:31 gNBentleySystems, Inc. Haestad Methods Solution Center Watertown, CT06795 USA +1-203-755-1666 Page 8 of 13 Label 423 424 425 426 427 428 429 430 431 432 433 434 435 436 437 438 439 440 441 442 443 444 445 446 447 448 449 450 451 452 453 454 455 456 457 458 459 460 461 462 463 464 465 466 467 468 469 470 471 472 473 474 Elevation (ft) Zone Type Scenario: 2006 APPROVED DEV. Fire Flow Analysis Junction Report Base Flow (gpm) Pattern Demand (Calculated) (gpm) Calculated Hydraulic Grade (ft) 771. 771. 787. 787. 786. 786. 786. 786. 786. 786. 786. 786. 786. 786. 786. 786. 786. 786. 772. 773. 771. 771. 771. 771. 771. 771. 771. 771. 771. 771. 771. 771. 771. 771. 771. 771. 771. 771. 771. 771. 771. 771.94 771.94 771. 771. 771. 771. 771. 771. 771. 771. 771. Pressure (psi) 89. 89. 90.43 90.43 89. 89. 91. 91. 90. 90. 92. 92. 90. 89. 90. 89. 89. 89.41 94. 78. 93.43 94. 94. 93. 93.43 93. 94. 93.43 93.43 93.43 93. 92. 92. 92. 92. 92. 92. 93. 93.43 93.43 92. 92. 93.43 92. 92. 92. 92. 92. 94. 94. 93. 91.Title: INITIAL RUN Project Engineer: DMCw:\...\2006 approved developments.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 11 :49:31 m-.mentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 9 of 13 565.50 Zone 566.00 Zone 578.00 Zone 578.00 Zone 579.50 Zone 579.50 Zone 576.00 Zone 576.00 Zone 576.50 Zone 576.50 Zone 572.50 Zone 572.50 Zone 578.50 Zone 579.00 Zone 578.50 Zone 579.50 Zone 580.50 Zone 580.00 Zone 554.00 Zone 592.50 Zone 556.00 Zone 554.00 Zone 554.00 Zone 555.00 Zone 556.00 Zone 555.00 Zone 554.50 Zone 556.00 Zone 556.00 Zone 556.00 Zone 556.50 Zone 557.00 Zone 557.00 Zone 558.00 Zone 558.50 Zone 558.00 Zone 557.00 Zone 556.50 Zone 556.00 Zone 556.00 Zone 557.00 Zone 557.00 Zone 556.00 Zone 557.50 Zone 558.50 Zone 558.00 Zone 557.50 Zone 558.00 Zone 554.50 Zone 554.50 Zone 555.50 Zone 559.50 Zone Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand Demand 4.44 RESIDENTIAL 00 RESIDENTIAL 00 RESIDENTIAL 00 RESIDENTIAL 00 RESIDENTIAL 53 COMMERCIAL 00 RESIDENTIAL 00 RESIDENTIAL 00 COMMERCIAL 00 COMMERCIAL 00 COMMERCIAL 00 Composite 78 RESIDENTIAL 55 RESIDENTIAL 78 RESIDENTIAL 78 RESIDENTIAL 78 RESIDENTIAL 74 Composite 10.18 IRRIGATION 00 RESIDENTIAL 89 RESIDENTIAL 66 COMMERCIAL 10 IRRIGATION 96 IRRIGATION 00 RESIDENTIAL 00 RESIDENTIAL 14 COMMERCIAL 00 RESIDENTIAL 00 RESIDENTIAL 00 RESIDENTIAL 11 COMMERCIAL 00 RESIDENTIAL 00 RESIDENTIAL 68 IRRIGATION 00 RESIDENTIAL 00 RESIDENTIAL 22 COMMERCIAL 01 COMMERCIAL 00 RESIDENTIAL 00 RESIDENTIAL 00 RESIDENTIAL 50 IRRIGATION 00 RESIDENTIAL 00 RESIDENTIAL 00 RESIDENTIAL 03 COMMERCIAL 06 COMMERCiAL 01 COMMERCIAL 00 RESIDENTIAL 00 RESIDENTIAL 00 RESIDENTIAL 00 RESIDENTIAL 4.44 10. Scenario: 2006 APPROVED DEV. Fire Flow Analysis Junction Report label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (ft)(gpm)(Calculated)Hydraulic Grade (psi) (gpm)(ft) 475 558.Zone Demand RESIDENTIAL 771.92. 476 553.Zone Demand COMMERCIAL 771.94. 477 553.Zone Demand RESIDENTIAL 771.94. 478 555.Zone Demand RESIDENTIAL 771.93. 479 553.Zone Demand RESIDENTIAL 771.94. 480 553.Zone Demand RESIDENTIAL 771.94. 481 555.Zone Demand RESIDENTIAL 771.93. 482 552.Zone Demand RESIDENTIAL 771.94. 483 554.Zone Demand RESIDENTIAL 771.94. 484 554.Zone Demand RESIDENTIAL 771.94. 485 554.Zone Demand RESIDENTIAL 771.94. 486 554.Zone Demand RESIDENTIAL 771.94. 487 552.Zone Demand RESIDENTIAL 771.94. 488 552.Zone Demand RESIDENTIAL 771.94. 489 561.Zone Demand RESIDENTIAL 771.91. 490 565.Zone Demand RESIDENTIAL 771.89. 491 565.Zone Demand 4.44 RESIDENTIAL 4.44 771.89. 492 569.Zone Demand 4.44 RESIDENTIAL 771.87. 493 570.Zone Demand RESIDENTIAL 771.87. 494 575.Zone Demand RESIDENTIAL 771.84. 495 639.Zone Demand RESIDENTIAL 820.78.49 496 628.Zone Demand RESIDENTIAL 820.83. 497 628.Zone Demand 33.RESIDENTIAL 33.820.83. 498 628.Zone Demand 11.RESIDENTIAL 11.820.83.46 499 628.Zone Demand RESIDENTIAL 820.83.46 500 625.Zone Demand RESIDENTIAL 820.84. 501 613.Zone Demand 10.RESIDENTIAL 10.820.89. 502 612.Zone Demand 14.IRRIGATION 14.820.90. 503 616.Zone Demand RESIDENTIAL 820.88.43 504 587.Zone Demand RESIDENTIAL 773.80. 505 587.Zone Demand COMMERCIAL 773.80. 506 584.Zone Demand RESIDENTIAL 773.81. 507 618.Zone Demand RESIDENTIAL 773.67. 508 592.Zone Demand 10.RESIDENTIAL 10.773.78. 509 588.Zone Demand RESIDENTIAL 773.80. 510 594.Zone Demand RESIDENTIAL 773.77. 511 594.Zone Demand 11.RESIDENTIAL 11.773.77. 512 595.Zone Demand RESIDENTIAL 773.77. 513 612.Zone Demand RESIDENTIAL 773.69. 514 601.Zone Demand RESIDENTIAL 773.74. 515 593.Zone Demand RESIDENTIAL 773.77. 516 612.Zone Demand RESIDENTIAL 773.69. 517 589.Zone Demand RESIDENTIAL 773.79. 518 603.Zone Demand RESIDENTIAL 773.73. 519 604.Zone Demand RESIDENTIAL 773.73. 520 604.Zone Demand RESIDENTIAL 773.72. 521 616.Zone Demand RESIDENTIAL 773.67. 522 575.Zone Demand RESIDENTIAL 776.87. 523 578.Zone Demand Composite 776.85. 524 574.Zone Demand 15.IRRIGATION 15.776.87. 525 559.Zone Demand RESIDENTIAL 771.91. 527 572.Zone Demand RESIDENTIAL 771.86.43Title: INITIAL RUN Project Engineer: DMC w:\...\2006 approved developments.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 11 :49:31 m-JBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 10 of 13 Scenario: 2006 APPROVED DEV. Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (ft)(gpm)(Calculated)Hydraulic Grade (psi) (gpm)(ft) J-528 590.Zone Demand RESIDENTIAL 773.79. 529 546.Zone Demand 11.RESIDENTIAL 11.777.99. 530 552.Zone Demand RESIDENTIAL 777.97. 531 579.Zone Demand RESIDENTIAL 773.84. J-532 572.Zone Demand RESIDENTIAL 773.86. 533 572.Zone Demand RESIDENTIAL 773.87. 534 572.Zone Demand RESIDENTIAL 773.86. 535 572.Zone Demand RESIDENTIAL 773.87. 536 571.Zone Demand 4.44 RESIDENTIAL 773.87.49 537 569.Zone Demand 14.RESIDENTIAL 14.773.88. 538 571.Zone Demand RESIDENTIAL 773.87.49 539 572.Zone Demand RESIDENTIAL 773.87. 540 571.Zone Demand RESIDENTIAL 773.87. 541 572.Zone Demand RESIDENTIAL 773.86. 542 572.Zone Demand 12.43 RESIDENTIAL 12.43 773.86. 543 553.Zone Demand Composite 772.94. 544 554.Zone Demand 8.49 Composite 8.49 772.94. 546 555.Zone Demand RESIDENTIAL 772.93. 547 558.Zone Demand COMMERCIAL 771.92. 548 559.Zone Demand RESIDENTIAL 771.92. 549 559.Zone Demand IRRIGATION 771.91. 550 559.Zone Demand RESIDENTIAL 771 .91. 551 559.Zone Demand RESIDENTIAL 771.91. 552 559.Zone Demand RESIDENTIAL 771.91. 553 557.Zone Demand 22.RESIDENTIAL 22.771.92. 554 557.Zone Demand 17.RESIDENTIAL 17.771.92. 555 558.Zone Demand RESIDENTIAL 771.92. 556 559.Zone Demand Composite 771.92. 557 560.Zone Demand RESIDENTIAL 771.91.67 558 561.Zone Demand Composite 771.91. 559 559.Zone Demand 14.RESIDENTIAL 14.771.92. 560 558.Zone Demand Composite 771.92. 561 557.Zone Demand RESIDENTIAL 771.92. 562 558.Zone Demand RESIDENTIAL 771.92. 563 557.Zone Demand RESIDENTIAL 771.92. 564 557.Zone Demand RESIDENTIAL 771.92. 565 560.Zone Demand RESIDENTIAL 771.91. 566 558.Zone Demand RESIDENTIAL 771.92. 567 556.Zone Demand COMMERCIAL 771.93.40 568 615.Zone Demand 14.RESIDENTIAL 14.820.88. 569 595.Zone Demand RESIDENTIAL 820.97. 570 597.Zone Demand 14.RESIDENTIAL 14.820.96. 571 659.Zone Demand 20.RESIDENTIAL 20.42 829.73. 572 643.Zone Demand 11.RESIDENTIAL 11.829.80. 573 643.Zone Demand RESIDENTIAL 829.80. J-574 644.Zone Demand RESIDENTIAL 829.80. 575 643.Zone Demana RESiDENTiAL 829.80. J-576 661.Zone Demand 11.RESIDENTIAL 11.829.73. 577 649.Zone Demand 15.RESIDENTIAL 15.829.78. 578 649.Zone Demand RESIDENTIAL 829.78. 579 642.Zone Demand 13.RESIDENTIAL 13.829.81.29 580 645.Zone Demand 4.44 RESIDENTIAL 4.44 829.79.Title: INITIAL RUN Project Engineer: DMC w:\...\2006 approved developments.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 11 :49:31 mllBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 11 of 13 Scenario: 2006 APPROVED DEV. Fire Flow Analysis Junction Report label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (ft)(gpm)(Calculated)Hydraulic Grade (psi) (gpm)(ft) 581 643.Zone Demand RESIDENTIAL 829.80. 582 643.Zone Demand RESIDENTIAL 829.80. 583 648.Zone Demand RESIDENTIAL 829.78. 584 654.Zone Demand RESIDENTIAL 829.75. 585 652.Zone Demand RESIDENTIAL 829.76. 586 650.Zone Demand RESIDENTIAL 829.77. 587 652.Zone Demand RESIDENTIAL 783.42 56. 588 583.Zone Demand RESIDENTIAL 786.88. 589 576.Zone Demand COMMERCIAL 786.90. 590 574.Zone Demand RESIDENTIAL 786.91. 591 579.Zone Demand COMMERCIAL 786.89. 592 578.Zone Demand Composite 786.90. 593 579.Zone Demand 70.IRRIGATION 70.786.89. 594 578.Zone Demand RESIDENTIAL 786.90. 595 578.Zone Demand RESIDENTIAL 786.90. 596 578.Zone Demand RESIDENTIAL 786.90. 597 578.Zone Demand RESIDENTIAL 786.89. 598 577.Zone Demand RESIDENTIAL 785.90. 599 576.Zone Demand RESIDENTIAL 785.90. 600 576.Zone Demand RESIDENTIAL 785.90. 601 577.Zone Demand COMMERCIAL 785.90. 602 577.Zone Demand COMMERCIAL 785.90. 603 575.Zone Demand RESIDENTIAL 785.91. 604 577.Zone Demand RESIDENTIAL 785.90. 605 578.Zone Demand COMMERCIAL 785.89. 606 578.Zone Demand RESIDENTIAL 785.89. 607 572.Zone Demand COMMERCIAL 783.91. 608 575.Zone Demand RESIDENTIAL 783.90. 609 575.Zone Demand RESIDENTIAL 783.90. 610 577.Zone Demand RESIDENTIAL 782.89. 611 577.Zone Demand RESIDENTIAL 782.88. 612 577.Zone Demand RESIDENTIAL 782.88. 613 577.Zone Demand RESIDENTIAL 782.88. 614 577.Zone Demand RESIDENTIAL 782.88. 615 578.Zone Demand COMMERCIAL 782.88. 616 580.Zone Demand COMMERCIAL 782.87.48 617 562.Zone Demand RESIDENTIAL 771.90. 618 562.Zone Demand RESIDENTIAL 771.90. 619 562.Zone Demand RESIDENTIAL 771.90. 620 566.Zone Demand RESIDENTIAL 771.88. 621 566.Zone Demand COMMERCIAL 771.89. 622 566.Zone Demand RESIDENTIAL 771.88. 623 567.Zone Demand RESIDENTIAL 771.88.43 624 567.Zone Demand RESIDENTIAL 771.88. 628 569.Zone Demand 19.COMMERCIAL 19.790.95. 636 578.Zone Demand RESIDENTIAL 787.90.43 637 558.Zone Demana 12.43 RESiDENTiAL 12.43 774.93. 638 559.Zone Demand 14.RESIDENTIAL 14.774.93. 639 556.Zone Demand 23.Composite 23.774.94. 640 564.Zone Demand 15.RESIDENTIAL 15.772.90. 650 610.Zone Demand 20.42 RESIDENTIAL 20.42 773.70. 651 553.Zone Demand 11.RESIDENTIAL 11.772.94.Title: INITIAL RUN Project Engineer: DMC w:\...\2006 approved developments.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 11:49:31 m-JBentley Systems, Inc. Haestad Methods Solution Center Watertown , CT 06795 USA +1-203-755-1666 Page 12 of 13 Scenario: 2006 APPROVED DEV. Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (ft)(gpm)(Calculated)Hydraulic Grade (psi) (gpm)(ft) 653 627.Zone Demand 15.RESIDENTIAL 15.776.49 64. 654 682.Zone Demand 19.RESIDENTIAL 19.836.66. 655 680.Zone Demand 16.RESIDENTIAL 16.836.67. 656 693.Zone Demand 21.RESIDENTIAL 21.836.62. 657 563.Zone Demand 15.RESIDENTIAL 15.771.90. 658 598.Zone Demand RESIDENTIAL 773.75. 659 638.Zone Demand RESIDENTIAL 772.58. 660 640.Zone Demand COMMERCIAL 772.57. 661 641.Zone Demand RESIDENTIAL 772.57. 750 652.Zone Demand RESIDENTIAL 837.80. 751 571.Zone Demand 4.44 RESIDENTIAL 4.44 779.90. 752 567.Zone Demand 18.COMMERCIAL 18.791.97. 813 565.Zone Demand Fixed 771.89.46 814 560.Zone Demand Fixed 771.91.40 822 615.Zone Demand Fixed 773.68. 823 636.Zone Demand Fixed 778.61.48 824 621.Zone Demand Fixed 776.67. 825 609.Zone Demand Fixed 778.73. 826 579.Zone Demand Fixed 786.89. 827 579.Zone Demand Fixed 786.89. 828 585.Zone Demand Fixed 786.87. 829 585.Zone Demand Fixed 786.87. 830 585.Zone Demand Fixed 786.87. 831 585.Zone Demand 109.Fixed 109.786.87. 832 585.Zone Demand Fixed 786.87. 833 585.Zone Demand Fixed 786.87. 834 585.Zone Demand Fixed 786.87. 835 585.Zone Demand Fixed 786.87. 836 585.Zone Demand Fixed 786.87. 837 585.Zone Demand Fixed 786.87. 838 585.Zone Demand Fixed 786.87. 840 585.Zone Demand Fixed 786.87. 842 552.Zone Demand Fixed 774.96. 844 663.Zone Demand RESIDENTIAL 825.70. 845 664.Zone Demand Fixed 826.69. 846 665.Zone Demand Fixed 827.69. 847 661.Zone Demand RESIDENTIAL 825.70. 848 664.Zone Demand 1.25 RESIDENTIAL 826.69. 849 665.Zone Demand RESIDENTIAL 827.69. 851 574.Zone Demand Fixed 782.90. 852 574.Zone Demand Fixed 782.90. 853 575.Zone Demand Fixed 782.89. 901 591.Zone Demand Fixed 773.79. 906 553.Zone Demand COMMERCIAL 777.96. 917 625.Zone Demand Fixed 773.64. 981 640.Zone Demand Fixed 766.54. - - . . -- - - -- -- J-~tS~t544.::'U Lone uemana UU t-Ixea IIU.~l 54.091 Title: INITIAL RUN Project Engineer: DMC w:\...\2006 approved developments.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 11 :49:31 ~entley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 13 of 13 Scenario: 2006 APPROVED DEV. Fire Flow Analysis Pipe Report Label Length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headless Pressure(ft)(in)Status Williams (gpm)(ft/s)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(ft/1000ft)Headloss (ft) 370.PVC Open 133.45 772.772. 266.PVC Open 772.772. 365.PVC Open 123.772.772. 357.PVC Open 772.772. 369.PVC Open 95.772.772. 223.PVC Open 772.772. 358.8:0 PVC Open 93.772.772. 530.PVC Open 81.772.772. 320.PVC Open 772.772. 680.PVC Open 772.772. 314.PVC Open 88.772.772. 520.PVC Open 73.0.47 772.772. 660.PVC Open 116.772.772. 130.PVC Open 772.772. 770.PVC Open 25.772.772. 446.PVC Open 24.772.772. 380.PVC Open 772.772. 270.PVC Open 76.772.772. 440.PVC Open 83.45 772.772. 83.PVC Open 772.772. 72.PVC Open 70.0.45 772.772. 572.PVC Open 69.772.772. 195.PVC Open 10.772.772. 826.PVC Open 20.772.772. 368.PVC Open 111.772.772. 282.PVC Open 96.772.772. 228.PVC Open 110.43 772.772. 603.PVC Open 24.772.772. 340.PVC Open 42.772.772. 560.PVC Open 32.772.772. 249.PVC Open 92.772.772. 660.PVC Open 137.772.772.0.41 400.PVC Open 772.772. 171.PVC Open 144.772.772.0.45 375.PVC Open 123.772.772. 180.PVC Open 54.772.772. 318.PVC Open 10.772.772. 310.PVC Open 68.49 773.772.0.47 238.PVC Open 77.773.773. P-40 250.Asbesto Open 94.773.773. 164.PVC Open 140.773.773.0.42 64.PVC Open 85.772.772. 80.PVC Open 313.773.773. 479.PVC Open 79.773.773. 70.PVC Open 252.773.773.41 61.PVC Open 125.772.') 77') 1"1"1 -,' ._.~~ 451.PVC Open 108.773.41 773. 172.PVC Open 70.0.45 773.773. 149.PVC Open 34.773.773. 390.Asbesto Open 42.773.773. 250.Asbesto Open 74.773.773.0.49Title: INITIAL RUN Project Engineer: DMC w:\...\2006 approved developments.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 11:49:47 IWBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1.203-755-1666 Page 1 of 16 Scenario: 2006 APPROVED DEV. Fire Flow Analysis Pipe Report label length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure (ft)(in)Status Williams (gpm)(ft/s)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(ft/1 OOOft)Headloss (ft) 390.Asbesto Open 10.773.773. 261.Asbesto Open 15.773.773. 211.Asbesto Open 773.773. 330.Asbesto Open 773.773. 352.PVC Open 61.773.773. 330.PVC Open 773.773. 220.PVC Open 58.772.773. 444.PVC Open 772.772. 31.PVC Open 45.772.772. 83.PVC Open 46.772.772. 87.Ductile I Open 435.612.611.17. 15.PVC Open 46.772.772. 251.PVC Open 46.772.772. 334.PVC Open 772.772. 129.PVC Open 68.45 772.772. 556.PVC Open 94.773.772. 387.PVC Open 10.772.772. 131.PVC Open 41.773.773. 150.PVC Open 43.772.772. 326.PVC Open 41.0.47 772.772. 570.PVC Open 21.772.772. 280.PVC Open 62.0.40 772.772. 402.PVC Open 30.772.772. 150.PVC Open 72.772.772. 700.PVC Open 32.772.772. 325.PVC Open 53.772.772. 360.PVC Open 772.772. 158.PVC Open 4.44 772.772. 985.PVC Open 10.772.772. 930.PVC Open 114.772.772. 550.PVC Open 772.772. 410.PVC Open 143.772.772.0.44 660.PVC Open 57.772.772. 130.PVC Open 4.44 772.772. 314.PVC Open 772.772. 283.PVC Open 88.773.772. 910.PVC Open 79.42 773.773. 383.PVC Open 166.773.772. 300.PVC Open 772.772. 292.PVC Open 152.772.772.0.49 372.PVC Open 92.773.773. 150.PVC Open 4.44 0.45 773.773. 340.PVC Open 100.773.773. 125.PVC Open 80.773.773. 158.PVC Open 4.44 0.45 773.773. 360. - - PVC Open 87.773.40 773.tJ. 100 809.PVC Open 29.773.40 773. 101 95.PVC Open 773.773. 102 620.PVC Open 128.773.773.40 103 150.PVC Open 39.775.40 775. 104 980.PVC Open 81.775.40 774.Title: INITIAL RUN Project Engineer: DMC w:\...\2006 approved developments.wed WaterCAD v7.0 (07.00.049.00) 01/17/07 11:49:47 mlmentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 2 of 16 Scenario: 2006 APPROVED DEV. Fire Flow Analysis Pipe Report Label Length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure (ft)(in)Status Williams (gpm)(ft/s)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(ft/1 OOOft)Headloss (ft) 1 05 280.pve Open 774.774. 106 50.pve Open 65.40 774.774.0.43 107 233.pve Open 774.774. 108 110.pve Open 774.774. 109 207.pve Open 62.774.774. 110 300.pve Open 191.774.773. 111 470.pve Open 15.773.773. 112 120.pve Open 773.773. 113 124.pve Open 10.47 773.773. 114 145.pve Open 773.773. 115 430.pve Open 13.773.773. 116 316.pve Open 773.773. 117 250.pve Open 13.773.773. 118 190.pve Open 773.773. 119 240.pve Open 18.48 773.773. 120 621.pve Open 13.773.773. 121 100.pve Open 773.773. 122 280.pve Open 773.773. 123 140.pve Open 773.773. 124 530.pve Open 1.44 773.773. 125 270.pve Open 35.44 0.40 773.773. 126 78.pve Open 12.43 773.773. 127 610.pve Open 773.773. 128 430.pve Open 47.773.773. 129 250.pve Open 773.773. 130 480.pve Open 773.773. 131 100.pve Open 773.773. 132 80.pve Open 773.773. 133 165.pve Open 26.773.773. 134 270.pve Open 773.773. 135 243.pve Open 38.773.773. 136 600.pve Open 248.773.773. 137 300.pve Open 292.775.773. 138 194.pve Open 113.775.776. 139 200.pve Open 48.776.773. 140 400.pve Open 162.776.776. 141 67.pve Open 302.776.776. 142 940.pve Open 136.776.774. 143 95.pve Open 183.776.775. 144 700.pve Open 218.776.776. 145 260.pve Open 152.776.776.0.49 146 420.pve Open 423.778.776.1.41 147 656.pve Open 29.776.776. 148 548.pve Open 10.776.775. 149 112.pve Open 776.775. 150 867.12.pve Open 294.45 775.772. 151 601.pve Open 775.775. 152 570.pve Open 404.775.773.1.76 154 Ductile I Open 611.611. 155 Ductile I Open 611.611. 156 Ductile I Open 611.611.Title: INITIAL RUN Project Engineer: DMe W:\...\2006 approved developments.wed WatereAD v7.0 (07.00.049.00)01/17/07 11 :49:47 mllBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 3 of 16 Scenario: 2006 APPROVED DEV. Fire Flow Analysis Pipe Report label length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure(ft)(in)Status Williams (gpm)(ft/s)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(ft/1000ft)Headloss (ft) 157 20.Ductile I Open 772.772. 158 15.Ductile I Open 772.772. 159 10.Ductile I Open 772.772. 160 170.PVC Open 33.771.771. 161 575.PVC Open 14.771.771. 162 797.PVC Open 771.771. 163 505.PVC Open 10.44 771.771. 164 420.PVC Open 367.776.45 775.1.08 165 150.PVC Open 23.. 0.776.45 776.45 166 507.PVC Open 241.773.772.47 167 1.00 96.PVC Open 565.534.534. 169 48.PVC Open 565.773.773. 170 364.PVC Open 772.772. 171 880.PVC Open 390.2.49 778.776.45 172 340.PVC Open 70.0.45 772.772. 173 160.PVC Open 772.772. 174 460.PVC Open 772.772. 175 260.PVC Open 19.772.772. 176 80.PVC Open 772.772. 177 170.PVC Open 35.772.772. 178 420.PVC Open 3.47 772.772. 179 393.PVC Open 16.772.772. 180 120.PVC Open 772.772. 181 394.PVC Open 57.772.772. 182 225.PVC Open 55.772.772. 183 442.PVC Open 103.772.771. 185 258.PVC Open 168.1.08 776.43 776. 186 300.PVC Open 66.776.775.0.44 187 700.PVC Open 92.1.05 776.775. 188 800.PVC Open 132.48 775.775.40 189 158.PVC Open 205.776.776. 190 700.PVC Open 19.776.776.43 191 260.PVC Open 40.776.45 776. 192 700.PVC Open 776.43 776.43 193 698.PVC Open 21.776.49 776.45 194 448.PVC Open 27.772.772. 195 480.PVC Open 772.772. 196 800.PVC Open 772.772. 197 242.PVC Open 772.772. 198 371.PVC Open 165.772.772. 199 846.PVC Open 22.772.772. 200 095.PVC Open 47.772.773. 201 221.PVC Open 190.772.773. 202 273.PVC Open 143.773.773.0.44 203 523.PVC Open 95.773.773. 204 573.PVC A__-." ""7 772.772.'-'t"'" - ,....... 205 257.PVC Open 40.773.773. 206 616.PVC Open 60.773.773. 207 173.PVC Open 773.773. 208 796.PVC Open 78.773.773. 209 188.PVC Open 773.773.Title: INITIAL RUN Project Engineer: DMC W:\...\2006 approved developments.wcd WaterCAD v7.0 (07.00.049.00J01/17/07 11:49:47 ~entley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1.203-755-1666 Page 4 of 16 Scenario: 2006 APPROVED DEV. Fire Flow Analysis Pipe Report Label Length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headless Pressure (ft)(in)Status Williams (gpm)(ft/s)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(ft/1 OOOft)Headloss (ft) 210 310.PVC Open 89.773.773. 211 158.PVC Open 4.44 773.773. 212 275.PVC Open 94.773.773.42 213 272.PVC Open 773.42 773.42 214 270.PVC Open 109.773.42 773.49 215 438.PVC Open 773.49 773.49 216 49.PVC Open 773.49 773.49 217 129.PVC Open 773.49 773.49 218 168.PVC Open 123.773.49 773. 219 462.PVC Open 773.773. 220 225.PVC Open 185.773.773. 221 276.PVC Open 209.773.773. 223 460.PVC Open 408.774.776.1.44 224 737.12.PVC Open 433.776.777.0.46 225 309.PVC Open 52.777.777. 226 502.PVC Open 777.777. 227 237.PVC Open 777.777. 228 299.PVC Open 29.777.777. 229 498.PVC Open 777.777. 230 317.PVC Open 777.777. 231 327.PVC Open 11.777.777. 232 487.12.PVC Open 61.777.777. 233 464.PVC Open 777.777. 234 494.PVC Open 777.777. 235 332.12.PVC Open 41.777.777. 236 458.PVC Open 777.777. 237 298.PVC Open 777.777. 238 363.12.PVC Open 31.777.777. 239 465.PVC Open 22.777.777. 240 513.12.PVC Open 4.45 777.777. 241 654.PVC Open 12.771.771. 242 880.12.PVC Open 26.773.773. 243 980.12.PVC Open 44.773.773. 244 759.12.PVC Open 32.773.773. 245 100.12.PVC Open 773.773. 246 430.PVC Open 28.41 773.773. 247 712.PVC Open 12.773.773. 248 760.PVC Open 13.773.773. 249 50.PVC Open 773.773. 250 263.PVC Open 773.773. 251 50.PVC Open 773.773. 252 800.PVC Open 773.773. 253 655.12.PVC Open 28.773.773. 254 370.PVC Open 28.773.773. 255 670.12.PVC Open 773.773. 256 40.PVC "'--- 773. ,., ..,.."., ,.,. U!-'CII "",' ,"'."".. 257 650.12.PVC Open 773.773. 258 40.PVC Open 773.773. 259 020.12.PVC Open 773.773. 260 480.PVC Open 229.47 1.46 772.47 771.1.05 261 167.PVC Open 158.771.771.Title: INITIAL RUN Project Engineer: DMC w:\...\2006 approved developments.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 11 :49:47 gr,mentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 5 of 16 Scenario: 2006 APPROVED DEV. Fire Flow Analysis Pipe Report Label Length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure (ft)(in)Status Williams (gpm)(ft/s)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(ft/1 OOOft)Headloss (ft) 262 395.PVC Open 88.771.771. 263 527.PVC Open 37.771.771. 264 477.PVC Open 39.771.771. 265 341.00 PVC Open 771.771. 266 261.PVC Open 34.771.771. 267 136.PVC Open 39.40 771.771. 268 604.PVC Open 14.771.771. 269 355.PVC Open 20.771.771. 270 776.PVC Open 54.771.771. 271 810.PVC Open 59.771.771. 272 547.PVC Open 771.771. 273 618.PVC Open 13.771.771. 274 332.PVC Open 771.771. 275 700.PVC Open 17.771.771. 276 83.PVC Open 9.42 771.771. 277 419.PVC Open 771.771. 278 620.12.PVC Open 771.771. 280 813.PVC Open 12.43 773.773. 281 287.12.PVC Open 354.795.794. 282 797.12.PVC Open 331.791.788. 283 320.PVC Open 2.43 788.788. 284 388.12.PVC Open 328.788.786. 285 528.12.PVC Open 75.786.786. 286 358.12.PVC Open 1 ,380.786.785.1.49 287 419.PVC Open 322.785.784.45 288 341.PVC Open 312.784.45 783. 289 193.PVC Open 784.45 784.45 290 267.12.PVC Open 053.785.784.2.48 291 640.PVC Open 179.784.783.0.42 292 460.12.PVC Open 641.47 1.82 784.783.0.44 293 302.PVC Open 193.784.783. 294 213.12.PVC Open 826.783.783.46 295 511.12.PVC Open 948.783.46 782.42 296 305.12.PVC Open 124.783.47 783.46 297 650.PVC Open 783.47 783.47 298 516.12.PVC Open 577.783.47 783.0.41 299 19.12.PVC Open 433.783.783.0.46 300 334.PVC Open 144.783.782.47 0.44 301 241.PVC Open 441.778.778. 302 911 .12.PVC Open 831.780.41 778.1.43 303 156.PVC Open 141.780.48 780.41 0.43 304 239.PVC Open 27.780.48 780. 305 176.PVC Open 10.780.780.48 306 140.PVC Open 4.44 780.780.48 307 283.PVC Open 4.44 780.48 780.48 308 265.PVC ,",non 41.') '7Q/,\ "'/'\') '7Q/'\ AQ ~...~" " ~u. " ~~.~~ 309 205.PVC Open 780.780. 310 977.PVC Open 55.49 780.780. 311 142.PVC Open 4.44 780.780. 312 850.PVC Open 75.0.48 780.780. 313 666.PVC Open 119.780.780.48Title: INITIAL RUN Project Engineer: DMC w:\...\2006 approved developments.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 11 :49:47 mllBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 6 of 16 Scenario: 2006 APPROVED DEV. Fire Flow Analysis Pipe Report Label Length Dia Material Control Hazen.Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure (ft)(in)Status Williams (gpm)(ft/s)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(ft/1 OOOft)Headloss (ft) 314 402.PVC Open 207.781.780. 315 547.PVC Open 158.781.781. 316 401.PVC Open 56.781.781. 317 742.PVC Open 27.781.781. 318 343.PVC Open 781.781. 319 273.PVC Open 41.781.781. 320 288.PVC Open 49.781.781.08 321 290.PVC Open 28.781.781. 322 133.PVC Open 12.43 781.781. 323 270.PVC Open 39.48 781.781. 324 472.PVC Open 781.781. 325 298.PVC Open 144.781.781.0.45 326 747.PVC Open 72.781.781. 327 154.PVC Open 54.781.781. 328 160.PVC Open 308.781.781. 329 094.12.PVC Open 690.48 781.780.41 1.21 330 804.12.PVC Open 998.783.781.62 331 474.PVC Open 137.820.820.0.40 332 221.PVC Open 820.820. 333 260.PVC Open 151.820.820.0.49 334 213.PVC Open 820.820. 335 138.PVC Open 820.820. 336 267.PVC Open 159.821.820. 337 592.12.PVC Open 178.821.820. 338 260.12.PVC Open 348.821.821. 339 281.PVC Open 16.821.821. 340 449.12.PVC Open 371.41 821.821. 341 174.PVC Open 821.821. 342 286.PVC Open 821.821. 343 402.12.PVC Open 874.2.48 821.820. 344 192.12.PVC Open 250.825.821.3.44 345 504.12.PVC Open 396.829.829. 346 261.12.PVC Open 132.829.829. 347 228.PVC Open 55.829.829. 348 532.12.PVC Open 262.829.827. 349 172.12.PVC Open 849.829.829. 350 180.PVC Open 829.829. 351 641.12.PVC Open 856.2.43 831.829. 352 215.PVC Open 529.831.829. 353 228.12.PVC Open 394.832.831. 354 388.PVC Open 832.832. 355 278.12.PVC Open 1,401.833.832. 356 862.PVC Open 258.46 834.833. 357 384.12.PVC Open 156.834.833. 358 445.12.PVC Open 428.836.834.4.45 ~o:....~oo:........ .~.... ....n'"A_~-. . '" "0 " 0""'" ""A "0""'" """v,-",.:oo'-'.,.:o.- v '-'fJ"", 'V.oJV "-, VoJV.oJ'"VoJv.v,,- 360 433.12.PVC Open 525.836.836. 361 110.12.PVC Open 413.1.17 829.829.0.42 362 701.12.PVC Open 030.838.836. 363 278.12.PVC Open 305.839.838. 364 033.PVC Open 259.838.836.Title: INITIAL RUN Project Engineer: DMC W:\...\2006 approved developments.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 11:49:47 mllBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT06795 USA +1..203-755-1666 Page 70t 16 Scenario: 2006 APPROVED DEV. Fire Flow Analysis Pipe Report label length Dia Material eontrol Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure (ft)(in)Status Williams (gpm)(ft/s)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(ft/1 OOOft)Headloss (ft) 365 213.pve Open 515.836.837. 366 15.pve Open 837.837. 367 928.pve Open 515.842.837. 370 40.pve Open 12.43 772.47 772.47 371 40.pve Open 10.771.771. 372 360.12.pve Open 270.773.773. 373 479.pve Open 29.44 771.771. 374 102.12.pve Open 494.1.40 777.777. 375 90.12.pve Open 547.777.777. 376 789.12.pve Open 053.840.839.2.48 377 321.pve Open 274.840.839.1.48 378 203.12.pve Open 345.841.840. 379 775.12.pve Open 294.45 772.769. 380 558.12.pve Open 820.820. 381 890.12.pve Open 1 ,294.45 769.766. 383 107.12.pve Open 345.842.841.0.42 384 154.pve Open 224.1.43 784.784.47 385 378.pve Open 4.44 784.47 784.47 386 257.pve Open 211.784.47 784. 387 333.pve Open 784.784. 388 270.pve Open 198.784.784. 389 185.pve Open 784.784. 390 419.pve Open 480.783.782. 391 250.pve Open 233.1.49 782.781.74 392 535.pve Open 99.781.781. 393 113.pve Open 781.781. 394 377.pve Open 82.781.781. 395 474.pve Open 132.781.781. 396 250.pve Open 207.781.781. 397 598.pve Open 237.782.781. 398 270.12.pve Open 929.781.781. 399 202.pve Open 781.781. 400 280.12.pve Open 938.782.781. 401 233.pve Open 782.42 782.42 402 310.12.pve Open 367.781.780. 403 377.pve Open 4.44 780.780. 404 252.12.pve Open 356.780.779. 405 213.pve Open 4.44 779.779. 406 535.12.pve Open 345.779.776. 407 160.pve Open 330.776.776. 408 308.12.pve Open 006.776.776. 409 pve Open 776.776. 410 265.pve Open 23.820.820. 411 136.pve Open 12.43 820.820. 412 330.pve Open 820.820. A~'"942.12.pve f"'I~~~137." 0"" ao " 0"" "'" , --. ,.... ~I""""u~v.v~v.",v 414 216.pve Open 27.820.820. 415 433.pve Open 820.820. 416 265.pve Open 12.43 820.820. 417 392.12.pve Open 66.836.836. 418 493.12.pve Open 51.836.836.Title: INITIAL RUN Project Engineer: DMC W:\...\2006 approved developments. wed WaterCAD v7.0 (07.00.049.00) 01/17/07 11:49:47 g)\JBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 8 of 16 Scenario: 2006 APPROVED DEV. Fire Flow Analysis Pipe Report label length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure (ft)(in)Status Williams (gpm)(ft/s)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(ft/1 OOOft)Headloss (ft) 419 263.PVC Open 836.836. 420 336.PVC Open 836.836. 421 907.PVC Open 19.836.836. 422 377.12.PVC Open 43.836.836. 423 770.PVC Open 20.836.836. 424 20.12.PVC Open 827.827. 425 980.12.PVC Open 827.827. 426 209.12.PVC Open 827.827. 427 207.12.PVC Open 827.827. 428 251.12.PVC Open 829.784.784. 429 281.PVC Open 11.777.777. 430 370.PVC Open 124.772.772. 431 54.PVC Open 772.772. 432 55.PVC Open 772.772. 433 506.PVC Open 115.772.772. 434 155.12.PVC Open 40.772.772. 435 467.PVC Open 771.771. 436 360.PVC Open 86.46 772.772. 437 760.PVC Open 28.772.772. 438 348.PVC Open 65.0.42 772.772. 439 51.12.PVC Open 56.772.772. 440 18.12.PVC Open 772.772. 441 642.12.PVC Open 54.772.772. 442 350.12.PVC Open 13.772.772. 443 336.12.PVC Open 115.772.772. 444 829.12.PVC Open 115.772.772. 445 120.PVC Open 234.46 773.773. 446 470.PVC Open 1.48 773.773. 447 265.12.PVC Open 115.772.771. 448 337.PVC Open 771.771. 449 39.PVC Open 771.771. 450 705.12.PVC Open 110.771.771. 451 197.12.PVC Open 93.771.771. 452 250.12.PVC Open 772.772. 453 546.PVC Open 771.771. 454 526.PVC Open 28.771.771. 455 730.PVC Open 15.771.771. 456 236.PVC Open 0.40 771.771. 457 235.12.PVC Open 771.771. 458 311.12.PVC Open 771.771. 459 314.12.PVC Open 771.771. 460 331.PVC Open 771.771. 461 399.12.PVC Open 771.771. 462 322.12.PVC Open 62.771.771. 463 711.12.PVC Open 63.771.771. AOA 355.." n 0"'" "'--- "" 0"771.771.c -..u.. ,"-. ,- vv '-'1-"'" ",'-'. u"- 465 158.PVC Open 35.771.771. 466 432.PVC Open 771.771. 467 475.PVC Open 771.771. 468 316.PVC Open 771.771. 469 347.12.PVC Open 15.771.771.Title: INITIAL RUN Project Engineer: DMC w:\...\2006 approved developments.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 11 :49:47 m-mentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 9 of 16 Scenario: 2006 APPROVED DEV. Fire Flow Analysis Pipe Report Label Length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headless Pressure (ft)(in)Status Williams (gpm)(ft/s)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(ft/1 OOOft)Headless (ft) 470 178.12.PVC Open 19.771.771. 471 660.12.PVC Open 17.771.771. 472 224.12.PVC Open 17.771.771. 473 296.12.PVC Open 771.771. 474 153.12.PVC Open 19.771.771. 476 304.PVC Open 771.771. 477 692.PVC Open 13.771.771. 478 13.PVC Open 771.771. 479 84.PVC Open 0.45 771.771. 480 200.12.PVC Open 270.773.773. 481 550.12.PVC Open 260.773.773.41 482 703.PVC Open 61.773.41 773. 483 960.12.PVC Open 191.773.41 773. 484 265.12.PVC Open 221.773.773. 485 447.12.PVC Open 21.836.836. 486 160.12.PVC Open 17.836.836. 487 159.12.PVC Open 836.836. 488 981.PVC Open 11.836.836. 489 135.12.PVC Open 836.836. 490 338.PVC Open 20.771.771. 491 317.PVC Open 771.771. 492 010.PVC Open 13.771.771. 493 314.PVC Open 13.771.771. 494 159.PVC Open 11.771.771. 495 527.PVC Open 11.771.771. 496 134.12.PVC Open 615.787.786. 498 96.PVC Open 550.2,493.2,493. 499 356.12.PVC Open 397.786.786. 500 259.12.PVC Open 391.786.786. 501 152.12.PVC Open 260.786.786. 503 30.PVC Open 786.786. 504 120.PVC Open 41.42 786.786. 505 30.PVC Open 786.786. 507 27.PVC Open 786.786. 508 197.PVC Open 11.40 786.786. 509 785.PVC Open 786.786. 510 222.PVC Open 786.786. 511 683.PVC Open 786.786. 512 819.PVC Open 786.786. 513 283.PVC Open 786.786. 514 136.PVC Open 786.786. 515 560.PVC Open 771.771. 516 19.PVC Open 302.776.776. 517 96.Steel Open 365.2,419.2,419. 518 250.PVC Open 8.47 772.772.DlOH\C-", n\lr"'r'\_--220.1.41 773.772. ' -'" '" V'oJ.r v VI""I 520 32.PVC Open 79.773.773. 521 769.PVC Open 99.772.772. 522 105.PVC Open 19.44 771.771. 523 305.12.PVC Open 72.771.771. 524 94.PVC Open 771.771. Title: INITIAL RUN w:\...\2006 approved developments.wcd 01/17/07 11 :49:47 mllBentley Systems, Inc. Project Engineer: DMC WaterCAD v7.0 (07.00.049.00)Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 10 of 16 Scenario: 2006 APPROVED DEV. Fire Flow Analysis Pipe Report Label Length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure (ft)(in)Status Williams (gpm)(ft/s)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(ft/1000ft)Headloss (ft) P-525 232.12.PVC Open 75.771.771. 526 294.12.PVC Open 50.771.771. 527 248.PVC Open 771.771. 528 83.PVC Open 771.771. 529 115.12.PVC Open 48.771.771. 530 384.12.PVC Open 48.771.771. 531 153.12.PVC Open 48.771.771. 532 216.12.PVC Open 48.771.771. 533 169.12.PVC Open 48.771.771. 534 163.12.PVC Open 48.771.771. 535 222.12.PVC Open 48.771.771. 536 395.12.PVC Open 47.771.771.93 537 322.PVC Open 16.771.771. 538 574.PVC Open 16.771.771.0.01 P-539 315.PVC Open 17.771.771. 540 306.PVC Open 17.771.771. 541 359.PVC Open 17.771.771. 542 145.PVC Open 771.771. 543 289.PVC Open 771.771. 544 387.PVC Open 771.771. 545 57.12.PVC Open 771.771. 546 50.PVC Open 771.771. 547 329.PVC Open 771.771 . 548 284.PVC Open 771.771. 549 284.PVC Open 771.771. 550 210.PVC Open 771.771. 551 171 .PVC Open 771.771. 552 269.PVC Open 771.771. 553 161.PVC Open 771.771. 554 90.PVC Open 771.771. 555 63.12.PVC Open 64.771.771. 556 252.PVC Open 771.771.94 557 256.12.PVC Open 64.771.771 . 558 702.12.PVC Open 64.771.771. 559 110.12.PVC Open 771.771. P-560 275.PVC Open 771.771. 561 436.12.PVC Open 771.771. 562 79.PVC Open 771.771. 563 442.12.PVC Open 771.771. 564 68.PVC Open 771.771. 565 42.12.PVC Open 771.771. 566 86.PVC Open 771.771. P-567 433.12.PVC Open 771.771. 568 64.12.PVC Open 771.771. 569 222.PVC Open 771.771. P"570 307.O\lt"' "'--- 24.771.771.'vv '-'1-""" 571 220.PVC Open 4.44 771.771. 572 247.PVC Open 16.771.76 771. 573 254.PVC Open 771.771. 574 400.PVC Open 771.771. 575 287.PVC Open 771.771.Title: INITIAL RUN Project Engineer: DMC w:\...\2006 approved developments.wed WaterCAD v7.0 (07.00.049.00)01/17/07 11 :49:47 ~entley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA + 1-203-755-1666 Page 11 of 16 Scenario: 2006 APPROVED DEV. Fire Flow Analysis Pipe Report Label Length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure(ft)(in)Status Williams (gpm)(fVs)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(fV1000ft)Headloss (ft) P-576 606.12.PVC Open 107.820.820. 577 326.12.PVC Open 107.820.820. 578 16.PVC Open 33.820.820.P.579 125.12.PVC Open 73.820.820. 580 48.PVC Open 820.820. 581 307.12.PVC Open 49.820.820. 582 252.PVC Open 12.820.820. 583 906.PVC Open 11.820.820. 584 151.PVC Open 14.820.820. 585 259.12.PVC Open 28.42 820.820. 586 471.12.PVC Open 14.820.820. 588 320.PVC Open 54.773.773. 589 481.PVC Open 72.773.773. 590 480.PVC Open 773.773. 591 500.PVC Open 773.773. 592 334.PVC Open 48.773.773. 593 250.PVC Open 773.773. 594 832.PVC Open 71.40 0.46 773.773. 595 350.PVC Open 39.773.773. 596 325.PVC Open 773.773. 597 223.PVC Open 773.773. 598 460.PVC Open 42.43 773.773. 599 540.12.PVC Open 123.773.773. 600 660.PVC Open 66.0.42 773.773. 601 160.PVC Open 21.773.773. 602 120.PVC Open 773.773. 603 200.PVC Open 15.773.773. 604 375.PVC Open 103.773.773. 605 500.PVC Open 93.773.773. 606 466.PVC Open 776.776. 607 121.PVC Open 322.776.776. 608 308.PVC Open 306.776.775. 609 198.12.PVC Open 995.776.775. 610 199.PVC Open 18.46 771.771. 611 673.PVC Open 15.771.771. 612 91.PVC Open 771.771. 613 354.PVC Open 50.773.773. 614 739.12.PVC Open 777.777. 615 878.12.PVC Open 777.777. 616 642.12.PVC Open 777.777. 617 35.PVC Open 794.794. 618 246.PVC Open 771.771. 619 179.PVC Open 75.0.48 772.772. 620 215.PVC Open 773.773. 621 780.PVC Open 19.773.773. 622 ...,'" "" nu....Open 773.773.',,"v.r vv 623 286.PVC Open 10.773.773. 624 160.PVC Open 7"73.773. 625 660.PVC Open 773.773. 626 225.PVC Open 14.773.773. 627 357.PVC Open 17.46 773.773.Title: INITIAL RUN Project Engineer: DMCw:\...\2006 approved developments.wed WaterCAD v7.0 (07.00.049.00)01/17/07 11 :49:47 m-IBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA + 1-203-755-1666 Page 12 of 16 Scenario: 2006 APPROVED DEV. Fire Flow Analysis Pipe Report label length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure(ft)(in)Status Williams (gpm)(ft/s)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(ft/1000ft)Headloss (ft) 628 114.PVC Open 773.773. 629 395.PVC Open 22.773.773. 630 97.PVC Open 773.773. 631 305.PVC Open 29.773.773. 632 280.PVC Open 773.773. 633 380.PVC Open 773.773. 634 316.PVC Open 75.0.48 772.772. 635 230.PVC Open 48.42 772.772. 636 60.PVC Open 54.46 772.772. 637 602.PVC Open 14.772.772. 638 650.PVC Open 21.772.772. 639 346.PVC Open 29.44 771.771. 640 269.PVC Open 71.0.45 771.771. 641 215.PVC Open 42.771.771. 642 245.PVC Open 22.771.771. 643 325.PVC Open 13.771.771. 644 190.PVC Open 771.771. 645 503.PVC Open 28.771.89 771. 646 268.PVC Open 19.771.771. 647 349.PVC Open 10.47 771.771. 648 172.PVC Open 771.771. 649 299.PVC Open 771.771. 650 355.PVC Open 771.771. 651 265.PVC Open 12.771.771. 652 260.PVC Open 12.771.771. 653 432.PVC Open 771.771. 654 153.PVC Open 771.771. 655 154.PVC Open 771.771. 656 96.PVC Open 28.771.771. 657 191.PVC Open 11.771.771. 658 46.PVC Open 771.771. 659 352.PVC Open 19.771.771. 660 566.PVC Open 16.771.771. 661 219.PVC Open 36.771.771. 662 175.PVC Open 771.771. 663 197.PVC Open 771.771. 664 259.PVC Open 14.771.771. 665 637.PVC Open 64.0.41 829.829. 666 120.PVC Open 70.0.45 829.829. 667 504.PVC Open 829.829. 668 167.PVC Open 4.44 829.829. 669 251.PVC Open 16.829.829. 670 104.PVC Open 829.829. 671 231.PVC Open 21.829.829. 672 341.PVC Open 22.40 829.829. '" "'...,'" 337.PVC Ope"47.829.829. ' - VI'" 674 285.PVC Open 829.829. 675 199.PVC Open 829.829. 676 283.PVC Open 55.829.829. 677 397.PVC Open 16.829.829. 678 865.PVC Open 17.46 829.829.Title: INITIAL RUN Project Engineer: DMCw:\...\2006 approved developments.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 11:49:47 ~entley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 13 of 16 Scenario: 2006 APPROVED DEV. Fire Flow Analysis Pipe Report Label Length Dia Material eontrol Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure (ft)(in)Status Williams (gpm)(ft/s)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(ft/1000ft)Headloss (ft) 679 123.pve Open 829.829. 680 231 .pve Open 29.829.829. 681 142.pve Open 57.48 829.829. 682 166.pve Open 19.829.829. 683 818.pve Open 820.820. 684 325.12.pve Open 005.784.783.42 685 51.pve Open 14.820.820. 686 53.pve Open 14.820.820. 687 22.pve Open 216.2.46 786.786. 688 146.12.pve Open 398.786.786. 689 70.12.pve Open 391 .786.786. 691 524.pve Open 141.42 786.786.0.43 692 113.pve Open 786.786. 693 166.pve Open 786.786. 694 689.pve Open 141.786.786.0.43 695 356.12.pve Open 580.786.786. 696 63.12.pve Open 721.786.786. 697 126.pve Open 786.786. 698 248.12.pve Open 721.786.785. 699 173.pve Open 14.2,785.785. 700 11.pve Open 785.785. 701 280.pve Open 14.2,785.785. 702 156.pve Open 785.785. 703 299.pve Open 785.785. 704 279.pve Open 785.785. 705 582.12.pve Open 707.785.785. 706 10.pve Open 785.785. 707 1 ,401 .12.pve Open 705.785.783. 708 201.pve Open 783.783. 709 14.pve Open 783.783. 710 132.12.pve Open 703.783.783.47 1.14 711 335.12.pve Open 433.783.782.0.46 712 323.12.pve Open 782.782. 713 228.12.pve Open 433.782.782.0.46 714 12.pve Open 782.782. 715 163.12.pve Open 433.782.782.0.46 716 160.pve Open 782.782. 718 620.pve Open 143.782.47 782.0.44 719 471.12.pve Open 771.771. 720 153.12.pve Open 771.771. 721 14.12.pve Open 771 .771. 722 051.12.pve Open 771 .771. 723 141.12.pve Open 771.771. 724 320.12.pve Open 771.771. 725 502.12.pve Open 771 .771. D ,"'"214.12.pve /"\~o~.., 771 "A .., 771 "A,,'-v ~...~", ,.. ,.~~ 727 372.pve Open 50.774.774. 728 156.pve Open 14.774.774. 729 708.pve Open 23.774.774. 730 797.pve Open 12.772.772. 731 160.pve Open 15.772.772.Title: INITIAL RUN Project Engineer: DMC w:\...\2006 approved developments.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 11 :49:47 &lBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 14 of 16 Scenario: 2006 APPROVED DEV. Fire Flow Analysis Pipe Report Label Length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure (ft)(in)Status Williams (gpm)(Ns)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(M OOOft)Headloss (ft) 732 48.12.pve Open 787.787. 733 425.pve Open 772.772. 735 62.12.pve Open 771.771. 736 65.12.pve Open 771.771. 737 33.pve Open 771.771. 738 136.pve Open 11.771.771. 739 392.12.pve Open 105.773.773. 740 14.pve Open 773.773. 741 414.12.pve Open 99.773.773. 742 275.pve Open 44.773.773. 743 120.pve Open 80.772.772. 744 43.12.pve Open 262.827.827. 747 566.12.pve Open 997.790.787.3.49 749 50.96.pve Open 016.422.2,422. 751 37.pve Open 787.787. 752 42.pve Open 787.787. 753 697.pve Open 41.773.773. 754 420.pve Open 772.772. 755 452.pve Open 36.0.42 776.776.49 756 895.pve Open 836.836. 757 777.pve Open 836.836. 758 967.pve Open 836.836. 759 920.pve Open 39.771.771. 760 830.12.pve Open 32.773.773. 762 30.pve Open 772.772. 763 833.12.pve Open 350.794.791. 764 330.pve Open 566.772.770. 765 140.Steel Open 435.543.541.13. 766 12.pve Open 005.820.820. 767 356.pve Open 567.775.772. 768 239.12.pve Open 769.769. 769 12.pve Open 795.795. 844 254.12.pve Open 253.826.825.3.45 845 230.12.pve Open 254.827.826. 846 188.12.pve Open 255.827.827.3.47 847 383.pve Open 825.825. 848 176.pve Open 826.826. 849 168.pve Open 827.827. 900 587.12.pve Open 860.846.842.7.42 901 Steel Open 565.773.773. 904 143.12.pve Open 365.796.43 795. 906 60.12.pve Open 550.777.777. 907 798.pve Open 016.6.49 823.790.18.32. 950 171.pve Open 773.773. 954 23.64.pve Open 302.574.574. 958 76. - - pve Open 771.771. 959 345.pve Open 37.771.771. 960 37.pve Open 34.771.771.76 964 139.12.pve Open 433.782.782.0.46 965 21.12.pve Open 786.786. 968 673.pve Open 772.772.Title: INITIAL RUN Project Engineer: DMe w:\...\2006 approved developments.wed WaterCAD v7.0 (07.00.049.00) 01/17/07 11 :49:47 ~entley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 15 of 16 Scenario: 2006 APPROVED DEV. Fire Flow Analysis Pipe Report label length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure (ft)(in)Status Williams (gpm)(ft/s)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(ft/1000ft)Headloss (ft) 971 601.PVC Open 39.773.772. 972 79.PVC Open 773.773. 973 180.PVC Open 41.773.773. 974 904.PVC Open 10.778.778. 975 179.PVC Open 10.778.778. 976 344.PVC Open 776.776. 977 178.PVC Open 776.776. 978 629.PVC Open 567.778.775. 979 592.PVC Open 567.782.778.3.48 980 752.PVC Open 566.770.766.4.41 981 PVC Open 860.11.766.766.59.0.42 982 100.12.PVC Open 566.770.770. 984 126.12.PVC Open 260.786.786. 985 103.PVC Open 786.786. 986 207.PVC Open 786.786. 987 32.PVC Open 783.42 783.42 988 415.PVC Open 41.42 786.786. 989 710.PVC Open 771.771. 990 846.12.PVC Open 381.786.787. 991 19.PVC Open 781.781. 992 269.12.PVC Open 156.0.44 786.786. 993 340.12.PVC Open 156.786.786. 994 67.12.PVC Open 156.786.786. 995 230.12.PVC Open 47.786.786. 996 172.12.PVC Open 47.786.786. 997 147.PVC Open 41.786.786. 998 54.PVC Open 11.40 786.786. 999 190.12.PVC Open 52.786.786. 1000 80.12.PVC Open 786.786. 1001 141.00 12.PVC Open 786.786. 1002 262.12.PVC Open 786.786. 1003 11.12.PVC Open 786.786. 1005 258.12.PVC Open 219.786.786. 1006 84.12.PVC Open 224.786.786. 1007 290.12.PVC Open 224.786.786. 1008 716.PVC Open 64.829.829. 1014 443.PVC Open 337.773.774. 1015 162.PVC Open 337.774.774. 1029 716.12.PVC Open 782.782. 1030 230.12.PVC Open 782.782. 1031 211.12.PVC Open 782.782. 1032 536.PVC Open 773.773. Title: INITIAL RUN Project Engineer: DMC w:\...\2006 approved developments.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 11:49:47 &!Bentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 16 of 16 Scenario: 2006 APPROVED DEV. Fire Flow Analysis Pump Report Label Discharge Control Elevation Intake Pump Discharge Calculated(gpm)Status (ft)Pump Head Pump Water Grade (ft)Grade Power (ft)(ft)(Hp) PMP-565.534.534.239.773.34. PMP-435.543.541.71.612. PMP-Off 610.611.772. PMp.Pump cannot deliver h 610.611.772. PMP-Off 610.611.772. PMP-302.624.574.201.776.15. PMP-365.Fixed Speed Override 399.2,419.377.796.43 130. PMP-550.2,473.2,493.283.777.39.47 PMP-016.372.2,422.401.823.103. PMP-Boost 860.Fixed Speed Override 640.766.80.49 846.37. Title: INITIAL RUN Project Engineer: DMC w:\...\2006 approved developments.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 11 :50:02 mlBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 1 Scenario: 2006 APPROVED DEV. Fire Flow Analysis Tank Report Label Base Minimum Initial Maximum Inactive Tank Inflow Current Calculated CalculatedElevationElevationHGLElevationVolumeDiameter(gpm)Status Hydraulic Grade Percent(ft)(ft)(ft)(ft)(gal)(ft)(ft)Full (%) 610.610.611.618.N/A 435.Filling 611. Title: INITIAL RUN w:\...\2006 approved developments.wcd 01/17/07 11 :50:13 ~entley Systems, Inc. Project Engineer: DMC WaterCAD v7.0 (07.00.049.00)Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 1 Scenario: 2006 APPROVED DEV. Fire Flow Analysis Valve Report Label Elevation Diameter Control Discharge From Headloss Calculated(ft)(in)Status (gpm)HGL HGL (ft)Pressure (ft)(ft)Setting (psi) FCV-Hwy 55 602.12.Closed 820.769. FCV-5 Southhampton 652.Closed 783.42 820. FCV-6 GREAT SKY Wy 569.12.Inactive 786.786. TCV-Horse Shoe Bend 620.Throttling 567.775.775. PSV-1 Floating Feather 653.12.Throttling 005.820.784.36.42 72.TCV-State at Well 4 565.12.Closed 771.795. PSV-Gladestone 572.Closed 771.781.55. Title: INITIAL RUN Project Engineer: DMCw:\...\2006 approved developments.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 11 :50:24 m.JBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 1 2006 Scenario wi Approved Developments Well #4 Off Scenario: 2006 APPROVED DEV. WELL 4 OFF Title: INITIAL RUN Project Engineer: DMC w:\...\2006 approved developments well 4 off.wed WaterCAD v7.0 (07.00.049.00) 01/17/07 12:10:47 mlBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 1 Scenario: 2006 APPROVED DEV. WELL 4 OFF Fire Flow Analysis Fire Flow Report label Satisfies Base Flow Needed Total Calculated Calculated Calculated AvailableFire Flow (gpm)Fire Flow Flow Residual Minimum Minimum FireConstraints?(gpm)Needed Pressure Zone Zone Flow (gpm) (g) Junction Pressure (gpm) Total (g) (psi) Flow Total Needed Flow (psi)Needed false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A true 500.501.68.587 20.080. true 500.502.66.587 20.050. false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A true 94.500.594.67.587 20.018. false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A true 500.500.66.587 20.006. true 1 ,500.509.67.587 20.017. true 15.500.515.66.587 20.022. true 4.44 500.504.44 68.587 20.026. false N/A N/A N/A N/A N/A false 10.N/A N/A N/A N/A N/A true 1 ,500.506.67.587 20.001. true 500.501.67.587 20.998. false N/A N/A N/A N/A N/A true 1 ,500.505.64.587 20.990. true 500.500.65.587 20.977. true 500.507.66.587 20.981. false 11.N/A N/A N/A N/A N/A true 5.46 1 ,500.505.46 67.587 20.980. true 1 ,500.500.65.587 20.980. false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A true 14.500.514.65.587 20.989. true 12.43 500.512.43 67.587 20.998. false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A true 11.500.511.54.587 20.010. false N/A N/A N/A N/A N/A true 500.503.47.587 20.023. false 10.N/A N/A N/A N/A N/A false 4.44 N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A true 500.503.48.587 20.000. false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A true 500.500.54.587 20.966.41 true 500.509.57.587 20.943. false N/A N/A N/A N/A N/A true 500.502.51.18 587 20.000. false N/A N/A N/A N/A N/A true 1 ,500.504.44 36.587 20.883. false N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMC w:\...\2006 approved developments well 4 off. wed WaterCAD v7.0 (07.00.049.00)01/17/07 12:10:58IID11Bentley Systems. Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 14 Scenario: 2006 APPROVED DEV. WELL 4 OFF Fire Flow Analysis Fire Flow Report label Satisfies Base Flow Needed Total Calculated Calculated Calculated AvailableFire Flow (gpm)Fire Flow Flow Residual Minimum Minimum FireConstraints?(gpm)Needed Pressure Zone Zone Flow (gpm) (g) Junction Pressure (gpm) Total (g) (psi) Flow Total Needed Flow (psi)Needed false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A false 500.1 ,508.11.587 30.1 ,363. false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A false 4.44 N/A N/A N/A N/A N/A true 500.506.45.587 20.977. true 19.500.519.44.587 20.953. false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A true 500.1 ,502.32.587 21.852. true 500.509.46.587 20.958. false N/A N/A N/A N/A N/A true 500.509.50.587 20.003. false N/A N/A N/A N/A N/A true 12.500.512.43 46.587 20.1 ,982. true 14.500.514.35.587 20.902. false 4.44 N/A N/A N/A N/A N/A true 26.500.1 ,526.46.587 20.947.44 true 21.500.521.53.587 20.957. false N/A N/A N/A N/A N/A true 17.500.517.30.587 20.719. false 4.44 N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A true 500.1 ,503.38.587 20.890. false 4.44 500.N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A false 4.44 N/A N/A N/A N/A N/A true 10.500.510.37.587 20.867. false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A true 11.500.511.32.587 20.669. false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A true 500.507.33.587 20.754. false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A false 500.1 ,503.22.917 20.1,474. false 13.N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMC w:\...\2006 approved developments well 4 off.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:10:58 lIDIIBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 2 of 14 Scenario: 2006 APPROVED DEV. WELL 4 OFF Fire Flow Analysis Fire Flow Report label Satisfies Base Flow Needed Total Calculated Calculated Calculated AvailableFire Flow (gpm)Fire Flow Flow Residual Minimum Minimum FireConstraints?(gpm)Needed Pressure Zone Zone Flow (gpm) (g) Junction Pressure (gpm) Total (g) (psi) Flow Total Needed Flow (psi)Needed false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A 100 false 500.1 ,504.17.101 20.438. 101 false N/A N/A N/A N/A N/A 102 false N/A N/A N/A N/A N/A 103 false N/A N/A N/A N/A N/A 104 true 500.500.33.587 20.777. 105 false N/A N/A N/A N/A N/A 106 false N/A N/A N/A N/A N/A 107 false 10.N/A N/A N/A N/A N/A 108 true 500.507.34.587 20.780. 109 false 4.44 N/A N/A N/A N/A N/A 110 false N/A N/A N/A N/A N/A 111 false N/A N/A N/A N/A N/A 112 false N/A N/A N/A N/A N/A 113 false N/A N/A N/A N/A N/A 114 true 500.505.34.587 20.784. 115 true 4.44 500.504.44 57.587 20.926. 116 true 500.1 ,505.35.587 20.698. 117 false N/A N/A N/A N/A N/A 118 false N/A N/A N/A N/A N/A 119 false N/A N/A N/A N/A N/A 120 true 500.507.33.587 20.593. 121 false 500.507.29.587 20.1,493. 122 false N/A N/A N/A N/A N/A 123 true 12.43 500.512.43 22.125 20.553.42 124 false N/A N/A N/A N/A N/A 125 false 14.500.514.126 21.273. 126 false N/A N/A N/A N/A N/A 127 true 500.500.47.587 20.056. 128 true 500.501.25.917 20.636. 131 false N/A N/A N/A N/A N/A 132 false N/A N/A N/A N/A N/A 133 false 12.43 N/A N/A N/A N/A N/A 134 false 10.N/A N/A N/A N/A N/A 135 false 26.N/A N/A N/A N/A N/A 136 false N/A N/A N/A N/A N/A 137 false 1.78 N/A N/A N/A N/A N/A 138 false 10.500.N/A N/A N/A N/A N/A 139 false N/A N/A N/A N/A N/A 140 true 1 ,500.500.53.587 20.981. 141 false N/A N/A N/A N/A N/A 142 true 500.507.58.587 20.977.43 143 false N/A N/A N/A N/A N/A 144 false N/A N/A N/A N/A N/A 145 false N/A N/A N/A N/A N/A 146 false N/A N/A N/A N/A N/A 147 false N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMCw:\...\2006 approved developments well 4 off.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:10:58Im11Bentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 3 of 14 Scenario: 2006 APPROVED DEV. WELL 4 OFF Fire Flow Analysis Fire Flow Report label Satisfies Base Flow Needed Total Calculated Calculated Calculated Available Fire Flow (gpm)Fire Flow Flow Residual Minimum Minimum Fire Constraints?(gpm)Needed Pressure Zone Zone Flow (gpm) (g) Junction Pressure (gpm) Total (g) (psi) Flow Total Needed Flow (psi)Needed 148 true 500.509.31.587 20.618.40 149 true 26.500.526.31.587 20.650. 150 false 500.N/A N/A N/A N/A N/A 151 true 11.500.511.32.587 20.604. 152 true 12.43 500.512.43 31.587 20.599. 153 true 4.44 500.1 ,504.44 32.587 20.595. 154 true 12.500.512.43 59.587 20.336.48 155 true 15.500.515.59.587 20.336.48 156 true 500.500.55.587 20.45 306. 157 false N/A N/A N/A N/A N/A 158 true 22.500.522.53.587 22.290. 159 true 18.500.518.50.49 587 20.106.46 160 true 500.501.70.587 20.639. 161 true 12.44 500.512.44 45.587 20.007. 162 false N/A N/A N/A N/A N/A 163 true 6.44 500.1 ,506.44 71.587 20.711. 164 true 14.500.514.69.587 20.788.48 165 false N/A N/A N/A N/A N/A 166 false 4.44 N/A N/A N/A N/A N/A 167 true 500.506.69.587 20.842. 168 true 500.501.70.587 20.857. 169 false 4.44 N/A N/A N/A N/A N/A 170 false N/A N/A N/A N/A N/A 171 false N/A N/A N/A N/A N/A 172 true 500.506.72.587 20.875. 173 false N/A N/A N/A N/A N/A 174 true 500.501.60.587 24.530. 175 false N/A N/A N/A N/A N/A 176 false N/A N/A N/A N/A N/A 177 false 14.N/A N/A N/A N/A N/A 178 false N/A N/A N/A N/A N/A 179 false 24.N/A N/A N/A N/A N/A 180 false N/A N/A N/A N/A N/A 181 false N/A N/A N/A N/A N/A 182 false N/A N/A N/A N/A N/A 183 false N/A N/A N/A N/A N/A 184 true 500.503.99.416 20.399. 185 false N/A N/A N/A N/A N/A 186 true 500.507.62.47 416 40.501. 187 true 500.500.94.416 37.972. 188 false N/A N/A N/A N/A N/A 189 false N/A N/A N/A N/A N/A 190 false N/A N/A N/A N/A N/A 191 true 500.503.95.416 20.288.46 192 false N/A N/A N/A N/A N/A 193 false 4.44 N/A N/A N/A N/A N/A 19~true 4.44 500.504.44 93.416 20.287. 195 false 22.N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMC W:\...\2006 approved developments well 4 off.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:10:58 ~entley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 4 of 14 Scenario: 2006 APPROVED DEV. WELL 4 OFF Fire Flow Analysis Fire Flow Report Label Satisfies Base Flow Needed Total Calculated Calculated Calculated Available Fire Flow (gpm)Fire Flow Flow Residual Minimum Minimum Fire Constraints?(gpm)Needed Pressure Zone Zone Flow (gpm)Junction Pressure (gpm) Total (psi) Flow Total Needed Flow (psi)Needed 196 false 4.44 N/A N/A N/A N/A N/A 197 true 20.500.520.81.587 20.564. 198 false N/A N/A N/A N/A N/A 199 false N/A N/A N/A N/A N/A 200 false N/A N/A N/A N/A N/A 201 false N/A N/A N/A N/A N/A 202 false N/A N/A N/A N/A N/A 203 false N/A N/A N/A N/A N/A 204 false N/A N/A N/A N/A N/A 205 false N/A N/A N/A N/A N/A 206 false N/A N/A N/A N/A N/A 207 false N/A N/A N/A N/A N/A 208 false N/A N/A N/A N/A N/A 209 false N/A N/A N/A N/A N/A 210 false N/A N/A N/A N/A N/A 211 false N/A N/A N/A N/A N/A 212 false N/A N/A N/A N/A N/A 213 false N/A N/A N/A N/A N/A 214 false N/A N/A N/A N/A N/A 215 false 10.N/A N/A N/A N/A N/A 216 true 500.507.59.587 20.980. 217 false N/A N/A N/A N/A N/A 218 true 500.501.65.587 20.979. 219 false 22.N/A N/A N/A N/A N/A 220 true 500.500.62.587 20.965. 221 true 500.500.58.587 20.958. 222 false N/A N/A N/A N/A N/A 223 false 0.44 N/A N/A N/A N/A N/A 224 true 500.501 .57.587 20.954. 225 true 500.504.58.587 20.945. 226 true 500.508.49.587 20.927. 227 true 15.500.515.50.43 587 20.880.46 228 false 11.N/A N/A N/A N/A N/A 229 true 500.507.44.587 20.880. 230 true 500.509.43.587 20.880.43 231 false N/A N/A N/A N/A N/A 232 true 15.500.515.45.587 20.880.45 233 true 500.507.45.587 20.880. 234 false 11.N/A N/A N/A N/A N/A 235 false N/A N/A N/A N/A N/A 236 false 12.N/A N/A N/A N/A N/A 237 false N/A N/A N/A N/A N/A 238 false 500.500.982 20.153.48 239 false 2.43 N/A N/A N/A N/A N/A 240 false 23.N/A N/A N/A N/A N/A 241 false N/A N/A N/A N/A N/A 242 false 4.44 N/A N/A N/A N/A N/A 243 false 500.506.982 20.152.Title: INITIAL RUN Project Engineer: DMC w:\...\2006 approved developments well 4 off.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:10:58 lIDIIBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 5 of 14 Scenario: 2006 APPROVED DEV. WELL 4 OFF Fire Flow Analysis Fire Flow Report label Satisfies Base Flow Needed Total Calculated Calculated Calculated Available Fire Flow (gpm)Fire Flow Flow Residual Minimum Minimum FireConstraints?(gpm)Needed Pressure Zone Zone Flow (gpm) (g) Junction Pressure (gpm) Total (g) (psi) Flow Total Needed Flow (psi)Needed 244 false 10.1 ,500.510.982 20.152. 245 false N/A N/A N/A N/A N/A 246 false 500.508.982 20.152. 247 false N/A N/A N/A N/A N/A 248 false 500.507.2.45 982 20.151. 249 false 500.1 ,505.982 20.151. 250 false N/A N/A N/A N/A N/A 251 false 500.507.982 20.150. 252 false N/A N/A N/A N/A N/A 253 false N/A N/A N/A N/A N/A 25~false N/A N/A N/A N/A N/A 255 false N/A N/A N/A N/A N/A 256 false N/A N/A N/A N/A N/A 257 false N/A N/A N/A N/A N/A 258 false N/A N/A N/A N/A N/A 259 false N/A N/A N/A N/A N/A 260 false 500.502.20.20 587 20.382. 261 false N/A N/A N/A N/A N/A 262 false 4.44 N/A N/A N/A N/A N/A 263 false 4.44 N/A N/A N/A N/A N/A 264 false 500.508.19.587 20.382. 265 false N/A N/A N/A N/A N/A 266 false 15.500.515.17.45 587 20.381. 267 false 4.44 N/A N/A N/A N/A N/A 268 false 13.500.513.22.587 20.377.43 269 false 500.507.21.587 20.367. 270 false 10.500.510.21.47 587 20.364.49 271 false 500.502.19.46 587 20.363. 272 false N/A N/A N/A N/A N/A 273 false 500.507.18.587 20.363. 274 false N/A N/A N/A N/A N/A 275 false 500.509.19.587 20.363. 276 false 13.500.513.17.587 20.363. 277 false 12.43 N/A N/A N/A N/A N/A 278 false 17.500.517.17.587 20.362. 279 false N/A N/A N/A N/A N/A 280 false N/A N/A N/A N/A N/A 281 false N/A N/A N/A N/A N/A 282 false 10.N/A N/A N/A N/A N/A 283 false 500.503.53.416 20.829. 284 false 4.44 N/A N/A N/A N/A N/A 285 false 500.500.51.416 20.829. 286 false N/A N/A N/A N/A N/A 287 false 500.509.35.44 416 20.829. 288 false 14.500.514.36.416 20.829. 289 false 500.506.37.416 20.829. 290 false 4.44 500.504.44 43.416 20.829. 291 false 4.44 N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMC W:\...\2006 approved developments well 4 off.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:10:58IID\1Bentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 6 of 14 Scenario: 2006 APPROVED DEV. WELL 4 OFF Fire Flow Analysis Fire Flow Report Label Satisfies Base Flow Needed Total Calculated Calculated Calculated Available Fire Flow (gpm)Fire Flow Flow Residual Minimum Minimum Fire Constraints?(gpm)Needed Pressure Zone Zone Flow (gpm) (g) Junction Pressure (gpm) Total (g) (psi) Flow Total Needed Flow (psi)Needed 292 false N/A N/A N/A N/A N/A 293 false N/A N/A N/A N/A N/A 294 false N/A N/A N/A N/A N/A 295 false 500.502.982 20.153. 296 false N/A N/A N/A N/A N/A 297 false N/A N/A N/A N/A N/A 298 false 500.500.38.416 20.829.48 299 false 6.21 N/A N/A N/A N/A N/A 300 false N/A N/A N/A N/A N/A 301 false N/A N/A N/A N/A N/A 302 false N/A N/A N/A N/A N/A 303 false 500.500.37.416 20.829.47 304 false N/A N/A N/A N/A N/A 305 false 13.500.513.36.416 20.829.43 306 false 14.500.514.34.416 20.829. 307 false 500.509.32.416 20.829. 308 false 500.509.36.416 20.824. 309 false 15.500.515.30.416 20.837. 310 false 23.500.523.30.416 20.842. 311 false N/A N/A N/A N/A N/A 312 false 250.N/A N/A N/A N/A N/A 313 false N/A N/A N/A N/A N/A 314 false 500.500.38.416 20.829.47 315 false N/A N/A N/A N/A N/A 316 false N/A N/A N/A N/A N/A 317 false N/A N/A N/A N/A N/A 318 true 13.500.513.56.587 20.953. 319 false 12.43 N/A N/A N/A N/A N/A 320 false 10.N/A N/A N/A N/A N/A 321 false 16.500.516.22.416 20.854.43 322 false N/A N/A N/A N/A N/A 323 false 500.507.8.48 982 20.112. 325 false N/A N/A N/A N/A N/A 326 false 500.500.982 20.152. 327 false N/A N/A N/A N/A N/A 328 false 4.44 500.504.44 29.42 982 20.152. 329 false N/A N/A N/A N/A N/A 330 false 500.506.982 20.151. 331 false N/A N/A N/A N/A N/A 332 false N/A N/A N/A N/A N/A 333 false N/A N/A N/A N/A N/A 334 false 500.509.982 20.149. 335 false N/A N/A N/A N/A N/A 336 false 500.507.982 20.149. 337 false 500.507.3.43 982 20.149. 338 false 500.505.982 20.149. 339 false N/A N/A N/A N/A N/A 340 false N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMC w:\...\2006 approved developments well 4 off.wcd WaterCAD v7.0 (07 00.049.00) 01/17/07 12:10:58 ~entley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 7 of 14 Scenario: 2006 APPROVED DEV. WELL 4 OFF Fire Flow Analysis Fire Flow Report Label Satisfies Base Flow Needed Total Calculated Calculated Calculated AvailableFire Flow (gpm)Fire Flow Flow Residual Minimum Minimum FireConstraints?(gpm)Needed Pressure Zone Zone Flow (gpm) (g) Junction Pressure (gpm) Total (g) (psi) Flow Total Needed Flow (psi)Needed 341 false 500.506.982 20.147. 342 false 4.44 N/A N/A N/A N/A N/A 343 false 500.506.982 20.141. 344 false 500.508.982 20.122. 345 false 11.N/A N/A N/A N/A N/A 346 false 500.505.36.416 20.829. 347 false 4.44 500.504.44 40.416 20.829. 348 false 12.43 N/A N/A N/A N/A N/A 349 false N/A N/A N/A N/A N/A 350 false 500.507.40.416 20.829.41 351 false 500.N/A N/A N/A N/A N/A 352 false 12.43 500.N/A N/A N/A N/A N/A 353 false 500.503.41.416 20.821. 354 false 11.500.511.48.416 20.818. 355 false 500.N/A N/A N/A N/A N/A 356 false 500.N/A N/A N/A N/A N/A 357 false 10.500.510.51.416 20.812. 358 false 500.N/A N/A N/A N/A N/A 359 false 500.N/A N/A N/A N/A N/A 360 false 500.500.67.416 20.829. 361 true 1 ,500.500.97.416 20.307. 364 false 500.N/A N/A N/A N/A N/A 365 false 500.N/A N/A N/A N/A N/A 366 false 500.N/A N/A N/A N/A N/A 367 false 500.N/A N/A N/A N/A N/A 368 false 500.N/A N/A N/A N/A N/A 369 false 500.N/A N/A N/A N/A N/A 370 false 500.500.13.982 20.160. 371 false 17.500.N/A N/A N/A N/A N/A 372 true 500.508.65.587 20.011 .40 373 false 500.N/A N/A N/A N/A N/A 374 false 500.N/A N/A N/A N/A N/A 375 false 1 ,500.N/A N/A N/A N/A N/A 376 false 13.500.N/A N/A N/A N/A N/A 377 false 500.N/A N/A N/A N/A N/A 378 false 11.500.N/A N/A N/A N/A N/A 379 false 500.N/A N/A N/A N/A N/A 380 false 12.500.N/A N/A N/A N/A N/A 381 true 1.48 500.501.48 44.40 587 20.003. J-382 false 500.N/A N/A N/A N/A N/A 383 false 500.N/A N/A N/A N/A N/A 384 true 500.505.67.587 20.997. 385 true 500.500.62.41 587 20.965.43 386 true 16.500.516.64.49 587 20.992. 387 false 500.N/A N/A N/A N/A N/A 388 false 1 ,500.N/A N/A N/A N/A N/A 389 true 500.500.64.587 20.966. 390 false 1 ,500.N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMC w:\...\2006 approved developments well 4 off.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:10:58 mlBentley Systems, Inc. Haestad Methods Solution Center Watertown , CT 06795 USA +1-203-755-1666 Page 8 of 14 Scenario: 2006 APPROVED DEV. WELL 4 OFF Fire Flow Analysis Fire Flow Report label Satisfies Base Flow Needed Total Calculated Calculated Calculated Available Fire Flow (gpm)Fire Flow Flow Residual Minimum Minimum Fire Constraints?(gpm)Needed Pressure Zone Zone Flow (gpm) (g) Junction Pressure (gpm) Total (g) (psi) Flow Total Needed Flow (psi)Needed 391 true 500.500.38.587 22.817. 392 true 500.507.63.587 20.966. 393 false 500.N/A N/A N/A N/A N/A 394 true 500.500.63.587 20.967.46 395 true 500.500.63.587 20.969. 396 false 500.N/A N/A N/A N/A N/A 397 false 500.N/A N/A N/A N/A N/A 398 true 500.500.65.587 20.965. 399 true 16.500.516.63.587 20.963. 400 true 12.500.512.62.48 587 20.963. 401 true 500.500.61.587 20.962. 402 true 500.502.63.587 20.964. 403 true 500.500.63.587 20.964. 404 true 500.500.59.587 20.962. 405 false 500.N/A N/A N/A N/A N/A 406 false 500.N/A N/A N/A N/A N/A 407 false 500.N/A N/A N/A N/A N/A 408 false 500.N/A N/A N/A N/A N/A 409 false 500.N/A N/A N/A N/A N/A 410 false 500.N/A N/A N/A N/A N/A 411 true 500.506.39.587 20.878. 412 true 11.500.511.47.587 20.901. 413 true 4.44 500.504.44 49.587 20.913.45 414 false 500.503.58.416 20.808. 415 false 500.507.59.416 20.806. 416 false 500.N/A N/A N/A N/A N/A 417 false 500.N/A N/A N/A N/A N/A 418 true 500.509.45.587 20.880. 419 true 500.507.45.587 20.880. 420 false 11.500.N/A N/A N/A N/A N/A 421 true 14.500.514.36.587 20.836. 422 true 500.500.37.587 20.866. 423 false 500.N/A N/A N/A N/A N/A 424 false 500.N/A N/A N/A N/A N/A 425 false 500.N/A N/A N/A N/A N/A 426 false 500.N/A N/A N/A N/A N/A 427 false 500.N/A N/A N/A N/A N/A 428 false 500.N/A N/A N/A N/A N/A 429 false 500.N/A N/A N/A N/A N/A 430 false 500.N/A N/A N/A N/A N/A 431 false 500.N/A N/A N/A N/A N/A 432 false 500.N/A N/A N/A N/A N/A 433 false 500.N/A N/A N/A N/A N/A 434 false N/A N/A N/A N/A N/A 435 false 500.N/A N/A N/A N/A N/A 436 false 500.1 ,503.22.982 20.160. 437 false 500.501.25.982 20.160. 438 false N/A N/A N/A N/A N/A Title: INITIAL RUN Project Engineer: DMC w:\...\2006 approved developments well 4 off.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:10:58 lIDIlBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 9 of 14 Scenario: 2006 APPROVED DEV. WELL 4 OFF Fire Flow Analysis Fire Flow Report label Satisfies Base Flow Needed Total Calculated Calculated Calculated Available Fire Flow (gpm)Fire Flow Flow Residual Minimum Minimum Fire Constraints?(gpm)Needed Pressure Zone Zone Flow (gpm)(9'J Junction Pressure (gpm) Total (g) (psi) Flow Total Needed Flow (psi)Needed 439 false 500.501.48.440 20.160. 440 false 500.500.38.439 20.160. 441 false 10.N/A N/A N/A N/A N/A 442 false N/A N/A N/A N/A N/A 443 false 500.506.36.587 20.991. 444 true 500.500.65.587 20.989. 445 false N/A N/A N/A N/A N/A 446 true 500.507.64.587 20.988.40 447 true 500.500.64.587 20.986. 448 true 500.1 ,500.60.587 20.986. 449 true 500.501.59.587 20.986. 450 false N/A N/A N/A N/A N/A 451 false 500.500.37.587 20.985. 452 false N/A N/A N/A N/A N/A 453 true 500.500.63.587 20.984. 45~false N/A N/A N/A N/A N/A 455 false N/A N/A N/A N/A N/A 456 true 500.1 ,501 .63.587 20.982. 457 true 500.500.62.587 20.980. 458 false N/A N/A N/A N/A N/A 459 true 500.500.59.587 20.985. 460 false 500.500.28.587 20.985. 461 false N/A N/A N/A N/A N/A 462 false N/A N/A N/A N/A N/A 463 true 500.500.52.587 20.985. 464 true 500.500.54.587 20.985. 465 false N/A N/A N/A N/A N/A 466 true 500.500.56.587 20.985. 467 false N/A N/A N/A N/A N/A 468 true 500.500.49.587 20.985. 469 false 500.500.12.587 20.985. 470 true 1 ,500.500.50.587 20.985. 471 false N/A N/A N/A N/A N/A 472 false N/A N/A N/A N/A N/A 473 false N/A N/A N/A N/A N/A 474 false N/A N/A N/A N/A N/A 475 false N/A N/A N/A N/A N/A 476 true 500.500.55.587 20.987. 477 false N/A N/A N/A N/A N/A 478 false N/A N/A N/A N/A N/A 479 false N/A N/A N/A N/A N/A 480 false N/A N/A N/A N/A N/A 481 false N/A NiA .... NiA NiAN/A 482 true 500.500.64.587 20.978. 483 false N/A N/A N/A N/A N/A 48~false N/A N/A N/A N/A N/A 485 true 500.500.62.45 587 20.978. 486 false N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMC w:\...\2006 approved developments well 4 off.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:10:58 ~entley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 10 of 14 Scenario: 2006 APPROVED DEV. WELL 4 OFF Fire Flow Analysis Fire Flow Report label Satisfies Base Flow Needed Total Calculated Calculated Calculated Available Fire Flow (gpm)Fire Flow Flow Residual Minimum Minimum Fire Constraints?(gpm)Needed Pressure Zone Zone Flow (gpm)Junction Pressure (gpm) Total (psi) Flow Total Needed Flow (psi)Needed 487 false N/A N/A N/A N/A N/A 488 false N/A N/A N/A N/A N/A 489 false N/A N/A N/A N/A N/A 490 false N/A N/A N/A N/A N/A 491 false 4.44 N/A N/A N/A N/A N/A 492 false 4.44 N/A N/A N/A N/A N/A 493 false N/A N/A N/A N/A N/A 494 false N/A N/A N/A N/A N/A 495 false N/A N/A N/A N/A N/A 496 false N/A N/A N/A N/A N/A 49/false 33.N/A N/A N/A N/A N/A 498 false 11.N/A N/A N/A N/A N/A 499 false 500.500.37.416 20.829. 500 false 500.508.36.416 20.829. 501 false 10.1 ,500.510.35.416 20.829. 502 false 14.500.514.37.416 20.829. 503 false N/A N/A N/A N/A N/A 504 true 500.500.55.587 20.960. 505 false N/A N/A N/A N/A N/A 506 true 500.500.56.587 20.953. 507 false N/A N/A N/A N/A N/A 508 true 10.500.510.51.587 20.947. 509 false N/A N/A N/A N/A N/A 510 true 500.507.41.587 20.947. 511 true 11.500.511.50.587 20.946. 512 false N/A N/A N/A N/A N/A 513 false N/A N/A N/A N/A N/A 51l true 500.505.48.587 20.938. 515 true 500.507.52.587 20.926. 516 false 3.54 N/A N/A N/A N/A N/A 517 false N/A N/A N/A N/A N/A 518 true 1 ,500.502.47.587 20.937. 519 false N/A N/A N/A N/A N/A 520 true 500.505.46.587 20.936. 521 false N/A N/A N/A N/A N/A 522 false 500.506.982 20.118. 523 false 500.502.19.982 20.118. 524 false 15.N/A N/A N/A N/A N/A 525 true 500.502.44.587 20.880. 527 false N/A N/A N/A N/A N/A 528 false N/A N/A N/A N/A N/A 529 false 11.N/A N/A N/A N/A N/A 530 false N/A N/A N/A N/A N/A 531 false N/A N/A N/A N/A N/A 532 true 500.507.53.47 587 20.955.45 533 false N/A N/A N/A N/A N/A 534 true 500.507.51.587 20.956. 535 false N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMC w:\...\2006 approved developments well 4 off.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:10:58 rID\!IIentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 11 of 14 Scenario: 2006 APPROVED DEV. WELL 4 OFF Fire Flow Analysis Fire Flow Report label Satisfies Base Flow Needed Total Calculated Calculated Calculated AvailableFire Flow (gpm)Fire Flow Flow Residual Minimum Minimum FireConstraints?(gpm)Needed Pressure Zone Zone Flow (gpm)Junction Pressure (gpm) Total (psi) Flow Total Needed Flow (psi)Needed 536 true 4.44 500.504.44 53.587 20.956. 537 false 14.N/A N/A N/A N/A N/A 538 true 500.502.54.42 587 20.956. 539 false N/A N/A N/A N/A N/A 540 true 500.505.56.587 20.957. 541 false N/A N/A N/A N/A N/A 542 true 12.43 500.512.43 58.587 20.958. 543 true 500.505.66.587 20.016. 544 true 8.49 500.508.49 66.587 20.016. 546 true 500.507.63.587 20.015. 547 true 500.502.63.587 20.967. 548 false N/A N/A N/A N/A N/A 549 true 500.507.60.49 587 20.963. 550 true 500.500.60.587 20.963. 551 true 500.500.60.48 587 20.962. 552 false N/A N/A N/A N/A N/A 553 true 22.500.522.61.587 20.963. 554 true 17.500.517.60.587 20.963. 555 true 500.509.59.587 20.962. 556 false N/A N/A N/A N/A N/A 557 false N/A N/A N/A N/A N/A 558 false N/A N/A N/A N/A N/A 559 true 14.500.514.59.587 20.960. 560 false N/A N/A N/A N/A N/A 561 true 500.507.61.587 20.961. 562 true 500.500.61.587 20.960. 563 false N/A N/A N/A N/A N/A 564 false N/A N/A N/A N/A N/A 565 false N/A N/A N/A N/A N/A 566 false N/A N/A N/A N/A N/A 567 true 500.503.63.49 587 20.961. 568 false 14.N/A N/A N/A N/A N/A 569 false N/A N/A N/A N/A N/A 570 false 14.N/A N/A N/A N/A N/A 571 false 20.42 500.520.42 39.416 20.829.46 572 false 11.500.511.34.416 20.829. 573 false N/A N/A N/A N/A N/A 574 false 500.508.33.416 20.829. 575 false N/A N/A N/A N/A N/A 576 false 11.500.511.37.416 20.829.42 577 false 15.500.515.34.416 20.829. 578 false N/A N/A N/A N/A N/A 579 false 13.500.513.34.416 20.829. 580 false 4.44 N/A N/A N/A N/A N/A 581 false N/A N/A N/A N/A N/A 582 false N/A N/A N/A N/A N/A 583 false 500.503.34.416 20.829. 584 false N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMC W:\...\2006 approved developments well 4 off.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:10:58 l!WBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 12 of 14 Scenario: 2006 APPROVED DEV. WELL 4 OFF Fire Flow Analysis Fire Flow Report label Satisfies Base Flow Needed Total Calculated Calculated Calculated AvailableFire Flow (gpm)Fire Flow Flow Residual Minimum Minimum Fire Constraints?(gpm)Needed Pressure Zone Zone Flow (gpm) (g) Junction Pressure (gpm) Total (g) (psi) Flow Total Needed Flow (psi)Needed 585 false 500.500.40.416 20.829. 586 false N/A N/A N/A N/A N/A 587 false 500.507.14.278 25.314. 588 false 500.500.982 20.157. 589 false N/A N/A N/A N/A N/A 590 false 500.500.13.982 20.159. 591 false N/A N/A N/A N/A N/A 592 false 500.500.15.982 20.160. 593 false 70.N/A N/A N/A N/A N/A 594 false N/A N/A N/A N/A N/A 595 false N/A N/A N/A N/A N/A 596 false 500.500.982 20.158. 597 false N/A N/A N/A N/A N/A 598 false 500.500.982 20.157. 599 false N/A N/A N/A N/A N/A 600 false N/A N/A N/A N/A N/A 601 false N/A N/A N/A N/A N/A 602 false 500.508.14.41 982 20.156. 603 false N/A N/A N/A N/A N/A 604 false 500.500.21 .982 20.157. 605 false 500.502.982 20.155. 606 false N/A N/A N/A N/A N/A 607 false 500.501.982 20.1 ,151. 608 false 500.500.982 20.151. 609 false N/A N/A N/A N/A N/A 610 false N/A N/A N/A N/A N/A 611 false N/A N/A N/A N/A N/A 612 false N/A N/A N/A N/A N/A 613 false N/A N/A N/A N/A N/A 614 false N/A N/A N/A N/A N/A 615 false N/A N/A N/A N/A N/A 616 false N/A N/A N/A N/A N/A 617 false N/A N/A N/A N/A N/A 618 false N/A N/A N/A N/A N/A 619 false N/A N/A N/A N/A N/A 620 false N/A N/A N/A N/A N/A 621 true 500.500.53.587 20.963. 622 true 500.500.52.587 20.963. 623 false N/A N/A N/A N/A N/A 624 true 500.1 ,500.52.587 20.963. 628 false 19.N/A N/A N/A N/A N/A 636 false N/A N/A N/A N/A N/A 637 true 12.43 500.512.43 71.587 20.352. 638 false 14.N/A N/A N/A N/A N/A 639 true 23.500.523.60.587 31.44 445. 640 false 15.N/A N/A N/A N/A N/A 650 false 20.42 N/A N/A N/A N/A N/A 651 false 11.N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMC W:\...\2006 approved developments well 4 off.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:10:58 mNBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 13 of 14 Scenario: 2006 APPROVED DEV. WELL 4 OFF Fire Flow Analysis Fire Flow Report Label Satisfies Base Flow Needed Total Calculated Calculated Calculated Available Fire Flow (gpm)Fire Flow Flow Residual Minimum Minimum FireConstraints?(gpm)Needed Pressure Zone Zone Flow (gpm)(ij'J Junction Pressure (gpm) Total (ij'J (psi) Flow Total Needed Flow (psi)Needed 653 false 15.N/A N/A N/A N/A N/A 654 false 19.N/A N/A N/A N/A N/A 655 false 16.N/A N/A N/A N/A N/A 656 false 21.N/A N/A N/A N/A N/A 657 false 15.N/A N/A N/A N/A N/A 658 false N/A N/A N/A N/A N/A 659 false N/A N/A N/A N/A N/A 660 false N/A N/A N/A N/A N/A 661 false N/A N/A N/A N/A N/A 750 false N/A N/A N/A N/A N/A 751 false 4.44 500.N/A N/A N/A N/A N/A 752 false 18.500.N/A N/A N/A N/A N/A 813 false 500.N/A N/A N/A N/A N/A 814 false 500.N/A N/A N/A N/A N/A 822 false N/A N/A N/A N/A N/A 823 false 1 ,500.500.10.138 20.262. 824 false 500.500.150 20.288. 825 false N/A N/A N/A N/A N/A 826 false N/A N/A N/A N/A N/A 827 false N/A N/A N/A N/A N/A 828 false N/A N/A N/A N/A N/A 829 false 500.500.181.982 20.160. 830 false 500.500.182.982 20.160. 831 false 109.N/A N/A N/A N/A N/A 832 false 500.500.182.982 20.160. 833 false N/A N/A N/A N/A N/A 834 false N/A N/A N/A N/A N/A 835 false 500.500.181.982 20.160. 836 false 500.500.181.982 20.160. 837 false 500.500.181.982 20.160. 838 false N/A N/A N/A N/A N/A 840 false 500.500.181.44 982 20.160. 842 false N/A N/A N/A N/A N/A 844 false 500.N/A N/A N/A N/A N/A 845 false 1 ,500.N/A N/A N/A N/A N/A 846 false 500.N/A N/A N/A N/A N/A 847 false 500.N/A N/A N/A N/A N/A 848 false 500.N/A N/A N/A N/A N/A 849 false 500.N/A N/A N/A N/A N/A 851 false 500.500.982 20.144.47 852 false 500.500.982 20.144.47 853 false N/A N/A N/A N/A N/A 901 false 500.NiA .... NiA NiA NiAN/A 906 false 500.N/A N/A N/A N/A N/A 917 false 500.N/A N/A N/A N/A N/A 981 false 1 ,500.N/A N/A N/A N/A N/A 982 false 1 ,500.N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMC w:\...\2006 approved developments well 4 off.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:10:58 mtIIBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 14 of 14 Scenario: 2006 APPROVED DEV. WELL 4 OFF Fire Flow Analysis Junction Report label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (ft)(gpm)(Calculated)Hydraulic Grade (psi) (gpm)(ft) 558.Zone Demand COMMERCIAL 756.85. 558.Zone Demand COMMERCIAL 754.85. 556.Zone Demand RESIDENTIAL 754.85. 557.Zone Demand COMMERCIAL 753.84. 559.Zone Demand COMMERCIAL 752.83. 558.Zone Demand RESIDENTIAL 752.41 84. 557.Zone Demand COMMERCIAL 752.41 84. 557.Zone Demand 94.IRRIGATION 94.752.84.41 555.Zone Demand COMMERCIAL 751.85. 550.Zone Demand Composite 751.87. 554.Zone Demand COMMERCIAL 752.85.45 556.Zone Demand RESIDENTIAL 752.84. 557.Zone Demand 15.RESIDENTIAL 15.752.84.49 555.Zone Demand 4.44 Composite 4.44 752.85. 558.Zone Demand RESIDENTIAL 752.84. 552.Zone Demand 10.RESIDENTIAL 10.752.86. 555.Zone Demand RESIDENTIAL 752.85. 554.Zone Demand RESIDENTIAL 751.85. 552.Zone Demand Composite 751.86.41 553.Zone Demand COMMERCIAL 751.85. 554.Zone Demand RESIDENTIAL 751.85. 553.Zone Demand Composite 751.85. 557.Zone Demand 11.RESIDENTIAL 11.751.84. 553.Zone Demand 5.46 Composite 5.46 751.85. 556.Zone Demand RESIDENTIAL 751.84. 554.Zone Demand RESIDENTIAL 751.85. 555.Zone Demand RESIDENTIAL 751.84. 558.Zone Demand 14.RESIDENTIAL 14.751.83. 556.Zone Demand 12.43 RESIDENTIAL 12.43 752.84. 579.Zone Demand RESIDENTIAL 752.74. 581.Zone Demand RESIDENTIAL 752.73. 585.Zone Demand 11.RESIDENTIAL 11.752.44 72. 595.Zone Demand RESIDENTIAL 752.68. 596.Zone Demand RESIDENTIAL 752.67. 597.Zone Demand 10.RESIDENTIAL 10.752.67. 604.Zone Demand 4.44 RESIDENTIAL 4.44 752.64. 601.Zone Demand RESIDENTIAL 752.65. 603.Zone Demand RESIDENTIAL 753.64. 591.Zone Demand RESIDENTIAL 753.70. 592.Zone Demand RESIDENTIAL 753.69. 591.Zone Demand RESIDENTIAL 753.70. 590.Zone Demand RESIDENTIAL 752.70.44 581.Zone Demand COMMERCIAL 752.74. 590.Zone Demand RESIDENTIAL 752.70. 594.Zone Demand RESIDENTIAL 752.68. 602.Zone Demand RESIDENTIAL 752.65. 596.Zone Demand 4.44 RESIDENTIAL 4.44 752.67. JA8 593.Zone Demand RESIDENTIAL 752.68. 601.Zone Demand RESIDENTIAL 752.65. 603.Zone Demand RESIDENTIAL 752.64. 606.Zone Demand RESIDENTIAL 4.44 753.63. 609.Zone Demand RESIDENTIAL 753.62.Title: INITIAL RUN Project Engineer: DMC W:\...\2006 approved developments well 4 off.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:11:13 ~entley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 13 Scenario: 2006 APPROVED DEV. WELL 4 OFF Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure(ft)(gpm)(Calculated)Hydraulic Grade (psi) (gpm)(ft) 605.Zone Demand RESIDENTIAL 753.64. 604.Zone Demand RESIDENTIAL 753.64. 607.Zone Demand RESIDENTIAL 4.44 752.62. 608.Zone Demand RESIDENTIAL 752.62. 610.Zone Demand 19.RESIDENTIAL 19.752.61.48 606.Zone Demand RESIDENTIAL 752.63. 618.Zone Demand RESIDENTIAL 752.58. 615.Zone Demand Composite 752.59. 604.Zone Demand RESIDENTIAL 752.45 64. 600.Zone Demand RESIDENTIAL 752.47 65. 597.Zone Demand RESIDENTIAL 752.67. 595.Zone Demand RESIDENTIAL 752.68. 595.Zone Demand 12.RESIDENTIAL 12.43 752.42 67. 604.Zone Demand 14.RESIDENTIAL 14.752.64. 604.Zone Demand RESIDENTIAL 4.44 752.63. 603.Zone Demand 26.RESIDENTIAL 26.752.64. 585.Zone Demand 21.RESIDENTIAL 21.751.72. 587.Zone Demand RESIDENTIAL 751.71. 600.Zone Demand 17.RESIDENTIAL 17.751.65. 602.Zone Demand 4.44 RESIDENTIAL 4.44 751.64. 589.Zone Demand RESIDENTIAL 751.70. 617.Zone Demand RESIDENTIAL 752.58.47 606.Zone Demand RESIDENTIAL 752.63. 611.Zone Demand RESIDENTIAL 752.61. 617.Zone Demand RESIDENTIAL 752.58. 618.Zone Demand RESIDENTIAL 4.44 752.58. 616.Zone Demand RESIDENTIAL 752.40 58. 613.Zone Demand RESIDENTIAL 752.41 60. 607.Zone Demand 4.44 RESIDENTIAL 4.44 752.62. 619.Zone Demand 10.RESIDENTIAL 10.752.43 57. 624.Zone Demand RESIDENTIAL 752.55.40 626.Zone Demand RESIDENTIAL 752.54. 623.Zone Demand 11.RESIDENTIAL 11.752.55. 618.Zone Demand RESIDENTIAL 752.42 58. 618.Zone Demand RESIDENTIAL 752.41 58. 618.Zone Demand RESIDENTIAL 752.41 58. 618.Zone Demand RESIDENTIAL 752.40 58. 616.Zone Demand RESIDENTIAL 752.41 58. 619.Zone Demand RESIDENTIAL 751.57. 619.Zone Demand RESIDENTIAL 751.57. 618.Zone Demand RESIDENTIAL 751.57. 619.Zone Demand 13.RESIDENTIAL 13.751.49 57. 621.Zone Demand Composite 753.56. 615.Zone Demand RESIDENTIAL 751.46 59. 612.Zone Demand RESIDENTIAL 751.46 60. 611.Zone Demand RESIDENTIAL 751.42 60. 100 609.Zone Demand Composite 751.46 61.42 101 610.Zone Demand RESIDENTIAL 751.45 61. 102 615.Zone Demand RESIDENTIAL 751.48 59. 103 615.Zone Demand RESIDENTIAL 751.48 59. 104 607.Zone Demand RESIDENTIAL 751.62. 105 603.Zone Demand RESIDENTIAL 751.63.Title: INITIAL RUN Project Engineer: DMCw:\...\2006 approved developments well 4 off.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:11:13IID11Bentley Systems, Inc. Haestad Methods Solution Center Watertown , CT 06795 USA +1-203-755-1666 Page 2 of 13 Scenario: 2006 APPROVED DEV. WELL 4 OFF Fire Flow Analysis Junction Report label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (ft)(gpm)(Calculated)Hydraulic Grade (psi) (gpm)(ft) 106 593.Zone Demand RESIDENTIAL 751.68. 107 612.Zone Demand 10.Composite 10.751.60. 108 612.Zone Demand RESIDENTIAL 751.60. 109 610.Zone Demand 4.44 RESIDENTIAL 4.44 751.61. 110 610.Zone Demand RESIDENTIAL 751.61. 111 610.Zone Demand RESIDENTIAL 751.60. 112 614.Zone Demand RESIDENTIAL 751.59. 113 611.Zone Demand RESIDENTIAL 751.60.48 114 617.Zone Demand RESIDENTIAL 751.58. 115 564.Zone Demand 4.44 RESIDENTIAL 4.44 750.80. 116 620.Zone Demand RESIDENTIAL 752.57. 117 621.Zone Demand RESIDENTIAL 752.56. 118 579.Zone Demand RESIDENTIAL 749.73. 119 623.Zone Demand RESIDENTIAL 752.55. 120 624.Zone Demand RESIDENTIAL 752.55.42 121 627.Zone Demand RESIDENTIAL 752.54. 122 618.Zone Demand RESIDENTIAL 752.58. 123 624.Zone Demand 12.43 RESIDENTIAL 12.43 752.55. 124 588.Zone Demand RESIDENTIAL 741.66. 125 623.Zone Demand 14.RESIDENTIAL 14.752.56. 126 620.Zone Demand RESIDENTIAL 2,752.57. 127 605.Zone Demand RESIDENTIAL 753.63. 128 619.Zone Demand RESIDENTIAL 751.57.40 131 553.Zone Demand COMMERCIAL 751.86. 132 624.Zone Demand RESIDENTIAL 753.55. 133 564.Zone Demand 12.43 RESIDENTIAL 12.43 750.80. 134 558.Zone Demand 10.RESIDENTIAL 10.750.83. 135 557.Zone Demand 26.COMMERCIAL 26.750.83. 136 626.Zone Demand RESIDENTIAL 752.54. 137 553.Zone Demand RESIDENTIAL 751.85. 138 638.Zone Demand 10.RESIDENTIAL 10.752.49. 139 554.Zone Demand RESIDENTIAL 751.85.43 140 554.Zone Demand COMMERCIAL 751.48 85. 141 554.Zone Demand RESIDENTIAL 751.48 85.44 142 554.Zone Demand RESIDENTIAL 751.85. 143 610.Zone Demand RESIDENTIAL 752.61. 144 611.Zone Demand RESIDENTIAL 752.61. 145 566.Zone Demand RESIDENTIAL 749.79. 146 563.Zone Demand RESIDENTIAL 749.80. 147 615.Zone Demand RESIDENTIAL 750.58. 148 623.Zone Demand RESIDENTIAL 752.56. 149 621.Zone Demand 26.RESIDENTIAL 26.752.56. 150 620.Zone Demand RESIDENTIAL 752.57. 151 624.Zone Demand 11.RESIDENTIAL 11.752.55.41 152 625.Zone Demand 12.43 RESIDENTIAL 12.43 752.55. 153 626.Zone Demand RESIDENTIAL 4.44 752.54. 154 561.Zone Demand 12.43 RESIDENTIAL 12.43 756.84. 155 556.Zone Demand 15.RESIDENTIAL 15.756.86. 156 556.Zone Demand RESIDENTIAL 756.86. 157 559.Zone Demand COMMERCIAL 759.86. 158 562.Zone Demand 22.Composite 22.758.85. 159 561.Zone Demand 18.RESIDENTIAL 18.760.86.Title: INITIAL RUN Project Engineer: DMC W:\...\2006 approved developments well 4 off.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:11 :13 lID\IBentley Systems, Inc. Haestad Methods Solution Center Watertown , CT 06795 USA +1-203-755-1666 Page 3 of 13 Scenario: 2006 APPROVED DEV. WELL 4 OFF Fire Flow Analysis Junction Report label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (ft)(gpm)(Calculated)Hydraulic Grade (psi) (gpm)(ft) 160 560.Zone Demand Composite 760.86. 161 565.Zone Demand 12.RESIDENTIAL 12.44 760.84. 162 559.Zone Demand RESIDENTIAL 761.87. 163 558.Zone Demand 6.44 Composite 6.44 761.87. 164 556.Zone Demand 14.RESIDENTIAL 14.761.49 88. 165 557.Zone Demand RESIDENTIAL 761.49 88. 166 555.Zone Demand 4.44 RESIDENTIAL 4.44 762.89. 167 554.Zone Demand RESIDENTIAL 762.90. 168 553.Zone Demand Composite 762.42 90. 169 553.Zone Demand 4.44 RESIDENTIAL 4.44 762.42 90. 170 554.Zone Demand Composite 762.90. 171 556.Zone Demand Composite 762.89. 172 555.Zone Demand RESIDENTIAL 762.89. 173 556.Zone Demand Composite 762.89. 174 557.Zone Demand RESIDENTIAL 762.89. 175 557.Zone Demand RESIDENTIAL 762.89. 176 559.Zone Demand IRRIGATION 763.88. 177 559.50 Zone Demand 14.Composite 14.761.87. 178 557.Zone Demand RESIDENTIAL 761.88. 179 559.Zone Demand 24.Composite 24.774.92. 180 553.Zone Demand RESIDENTIAL 776.96. 181 549.Zone Demand RESIDENTIAL 777.98. 182 550.Zone Demand RESIDENTIAL 777.98. 183 548.Zone Demand RESIDENTIAL 777.99. 184 548.Zone Demand RESIDENTIAL 777.99. 185 549.Zone Demand RESIDENTIAL 777.98. 186 547.Zone Demand RESIDENTIAL 777.99. 187 546.Zone Demand RESIDENTIAL 777.99. 188 551.Zone Demand RESIDENTIAL 776.97. 189 553.Zone Demand RESIDENTIAL 776.96. 190 553.Zone Demand RESIDENTIAL 776.96. 191 552.Zone Demand RESIDENTIAL 776.97. 192 552.Zone Demand Composite 776.97. 193 551.Zone Demand 4.44 RESIDENTIAL 4.44 776.97. 194 553.Zone Demand 4.44 RESIDENTIAL 4.44 776.96. 195 555.Zone Demand 22.Composite 22.776.96. 196 556.Zone Demand 4.44 RESIDENTIAL 4.44 776.95. 197 551.Zone Demand 20.Composite 20.768.94. 198 553.Zone Demand RESIDENTIAL 776.96. 199 549.Zone Demand RESIDENTIAL 776.98.42 200 616.Zone Demand Composite 752.58. 201 617.Zone Demand RESIDENTIAL 752.58. 202 601.Zone Demand RESIDENTIAL 752.65. 203 600.Zone Demand RESIDENTIAL 752.66. 204 603.Zone Demand RESIDENTIAL 752.64. 205 603.Zone Demand RESIDENTIAL 752.64. 206 603.Zone Demand 4.44 RESIDENTIAL 4.44 752.64. 207 603.50 Zone Demand RESIDENTIAL 752.64. 208 599.Zone Demand RESIDENTIAL 752.66.46 209 577.Zone Demand RESIDENTIAL 752.75. 210 597.Zone Demand RESIDENTIAL 752.67. 211 597.Zone Demand RESIDENTIAL 752.67.Title: INITIAL RUN Project Engineer: DMC w:\...\2006 approved developments well 4 off.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:11 :13 lIDIlBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 4 of 13 Scenario: 2006 APPROVED DEV. WELL 4 OFF Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (ft)(gpm)(Calculated)Hydraulic Grade (psi) (gpm)(ft) 212 591.Zone Demand RESIDENTIAL 752.69. 213 592.Zone Demand RESIDENTIAL 752.69. 214 587.Zone Demand RESIDENTIAL 752.71. 215 552.Zone Demand 10.RESIDENTIAL 10.751.86. 216 553.Zone Demand RESIDENTIAL 751.85. 217 553.Zone Demand RESIDENTIAL 751.85. 218 554.Zone Demand COMMERCIAL 751.41 85.41 219 554.Zone Demand 22.IRRIGATION 22.751.85. 220 557.Zone Demand RESIDENTIAL 750.83. 221 563.Zone Demand RESIDENTIAL 750.81.18 222 564.Zone Demand RESIDENTIAL 750.80. 223 564.Zone Demand 0.44 COMMERCIAL 0.44 750.80. 224 561.Zone Demand RESIDENTIAL 750.81. 225 562.Zone Demand COMMERCIAL 750.81. 226 561.Zone Demand RESIDENTIAL 750.81. 227 565.Zone Demand 15.RESIDENTIAL 15.748.79. 228 566.Zone Demand 11.RESIDENTIAL 11.748.78. 229 568.Zone Demand RESIDENTIAL 748.77. 230 569.Zone Demand RESIDENTIAL 747.77 .43 231 558.Zone Demand RESIDENTIAL 747.81. 232 565.Zone Demand 15.Composite 15.748.79. 233 565.Zone Demand Composite 748.79. 234 565.Zone Demand 11.COMMERCIAL 11.747.78. 235 603.Zone Demand Fixed 752.64. 236 613.Zone Demand 12.RESIDENTIAL 12.43 752.60.40 237 565.Zone Demand IRRIGATION 747.78. 238 568.Zone Demand Composite 747.77. 239 569.Zone Demand 2.43 RESIDENTIAL 2.43 747.77. 240 569.Zone Demand 23.IRRIGATION 23.747.76. 241 583.Zone Demand RESIDENTIAL 749.71. 242 570.Zone Demand 4.44 RESIDENTIAL 4.44 746.76.48 243 568.Zone Demand RESIDENTIAL 746.77. 244 566.Zone Demand 10.RESIDENTIAL 10.746.45 77. 245 564.Zone Demand RESIDENTIAL 746.78. 246 569.Zone Demand RESIDENTIAL 746.76. 247 572.Zone Demand RESIDENTIAL 743.74. 248 571.Zone Demand RESIDENTIAL 746.75. 249 570.Zone Demand RESIDENTIAL 746.76. 250 571.Zone Demand Composite 746.41 75. 251 573.Zone Demand RESIDENTIAL 746.74. 252 570.Zone Demand IRRIGATION 746.45 76. 253 571.Zone Demand RESIDENTIAL 746.45 75. 254 573.Zone Demand RESIDENTIAL 746.74. 255 573.Zone Demand RESIDENTIAL 746.74. 256 577.Zone Demand COMMERCIAL 745.73. 257 628.Zone Demand RESIDENTIAL 752.54. 258 639.Zone Demand RESIDENTIAL 752.49. 259 638.Zone Demand RESIDENTIAL 752.49. 260 635.Zone Demand RESIDENTIAL 752.51. 261 633.Zone Demand 1.78 RESIDENTIAL 752.51. 262 634.Zone Demand 4.44 RESIDENTIAL 4.44 752.51.47 263 625.Zone Demand 4.44 RESIDENTIAL 4.44 752.55.Title: INITIAL RUN Project Engineer: DMC w:\...\2006 approved developments well 4 off.wed WaterCAD v7.0 (07.00.049.00)01/17/07 12:11:13I!WBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 5 of 13 Scenario: 2006 APPROVED DEV. WELL 4 OFF Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (ft)(gpm)(Calculated)Hydraulic Grade (psi) (gpm)(ft) 264 634.Zone Demand RESIDENTIAL 752.51.46 265 633.Zone Demand RESIDENTIAL 752.51. 266 635.Zone Demand 15.RESIDENTIAL 15.752.51. 267 636.Zone Demand RESIDENTIAL 4.44 752.50. 268 632.Zone Demand 13.RESIDENTIAL 13.752.52. 269 633.Zone Demand RESIDENTIAL 753.51. 270 630.Zone Demand 10.RESIDENTIAL 10.752.53. 271 632.Zone Demand Composite 752.52. 272 638.Zone Demand RESIDENTIAL 752.49. 273 634.Zone Demand RESIDENTIAL 752.51.48 274 634.Zone Demand RESIDENTIAL 752.51. 275 635.Zone Demand RESIDENTIAL 753.51. 276 635.Zone Demand 13.RESIDENTIAL 13.753.50. 277 636.Zone Demand 12.43 RESIDENTIAL 12.43 753.50. 278 641.Zone Demand 17.RESIDENTIAL 17.753.48.47 279 638.Zone Demand Composite 753.49. 280 639.Zone Demand RESIDENTIAL 753.49. 281 653.Zone Demand Composite 820.72. 282 644.Zone Demand 10.RESIDENTIAL 10.820.76.40 283 640.Zone Demand Composite 820.78. 284 638.Zone Demand 4.44 RESIDENTIAL 4.44 820.79. 285 636.Zone Demand Fixed 820.79. 286 635.Zone Demand RESIDENTIAL 820.80. 287 639.Zone Demand RESIDENTIAL 820.78. 288 637.Zone Demand 14.RESIDENTIAL 14.820.79.42 289 644.Zone Demand RESIDENTIAL 820.76.43 290 647.Zone Demand 4.44 RESIDENTIAL 4.44 820.75. 291 643.Zone Demand 4.44 RESIDENTIAL 4.44 820.76. 292 654.Zone Demand RESIDENTIAL 820.72. 293 654.Zone Demand Composite 820.72. 294 667.Zone Demand IRRIGATION 822.67. 295 565.Zone Demand COMMERCIAL 747.78. 296 667.Zone Demand RESIDENTIAL 822.67. 297 667.Zone Demand RESIDENTIAL 822.67. 298 665.Zone Demand RESIDENTIAL 823.68. 299 670.Zone Demand RESIDENTIAL 823.66. 300 670.Zone Demand RESIDENTIAL 823.66. 301 664.Zone Demand RESIDENTIAL 823.69. 302 664.Zone Demand RESIDENTIAL 823.68. 303 667.Zone Demand RESIDENTIAL 824.67. 304 670.Zone Demand RESIDENTIAL 824.66. 305 667.Zone Demand 13.RESIDENTIAL 13.824.45 68. 306 665.Zone Demand 14.RESIDENTIAL 14.824.69. 307 664.Zone Demand RESIDENTIAL 825.69. 308 670.Zone Demand RESIDENTIAL 825.67. 309 660.Zone Demand 15.RESIDENTIAL 15.826.71. 310 662.Zone Demand 23.RESIDENTIAL 23.826.71. 311 665.Zone Demand RESIDENTIAL 823.68. 312 655.Zone Demand 250.Composite 250.825.73. 313 652.Zone Demand RESIDENTIAL 826.75. 314 660.Zone Demand RESIDENTIAL 823.70.43 315 645.Zone Demand RESIDENTIAL 828.79.Title: INITIAL RUN Project Engineer: DMC w:\...\2006 approved developments well 4 off.wcd WaterCAD v7.0 (07 00.049.00)01/17/07 12:11:13IID11Bentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 6 of 13 Scenario: 2006 APPROVED DEV. WELL 4 OFF Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (ft)(gpm)(Calculated)Hydraulic Grade (psi) (gpm)(ft) 316 643.Zone Demand RESIDENTIAL 740.42. 317 631.Zone Demand RESIDENTIAL 752.52. 318 577.Zone Demand 13.RESIDENTIAL 13.752.75. 319 566.Zone Demand 12.43 Composite 12.43 749.79. 320 563.Zone Demand 10.RESIDENTIAL 10.749.80. 321 647.Zone Demand 16.RESIDENTIAL 16.827.77. 322 592.Zone Demand RESIDENTIAL 739.64. 323 572.Zone Demand RESIDENTIAL 742.73. 325 645.Zone Demand RESIDENTIAL 828.79. 326 565.Zone Demand RESIDENTIAL 746.78. 327 565.Zone Demand RESIDENTIAL 746.78. 328 565.Zone Demand 4.44 RESIDENTIAL 4.44 746.78. 329 565.Zone Demand RESIDENTIAL 746.78. 330 565.Zone Demand RESIDENTIAL 746.78. 331 566.Zone Demand RESIDENTIAL 746.78. 332 568.Zone Demand RESIDENTIAL 746.76. 333 569.Zone Demand Composite 746.76.41 334 571 .Zone Demand RESIDENTIAL 746.75. 335 572.Zone Demand RESIDENTIAL 746.75.44 336 571.Zone Demand RESIDENTIAL 745.75. 337 571.Zone Demand RESIDENTIAL 745.75. 338 572.Zone Demand RESIDENTIAL 745.75. 339 573.Zone Demand RESIDENTIAL 745.74. 340 572.Zone Demand RESIDENTIAL 746.75. 341 571.Zone Demand RESIDENTIAL 745.75. 342 572.Zone Demand 4.44 RESIDENTIAL 4.44 745.74. 343 570.Zone Demand RESIDENTIAL 744.75. 344 573.Zone Demand RESIDENTIAL 743.46 73. 345 572.Zone Demand 11.Composite 11.743.74. 346 632.Zone Demand Composite 820.81. 347 630.Zone Demand 4.44 RESIDENTIAL 4.44 820.82. 348 630.Zone Demand 12.43 RESIDENTIAL 12.43 820.82. 349 633.Zone Demand RESIDENTIAL 820.81. 350 638.Zone Demand RESIDENTIAL 820.78. 351 640.Zone Demand RESIDENTIAL 820.78. 352 640.Zone Demand 12.43 RESIDENTIAL 12.43 820.77. 353 680.Zone Demand RESIDENTIAL 825.62. 354 695.Zone Demand 11.RESIDENTIAL 11.55 825.56.48 355 682.Zone Demand RESIDENTIAL 825.61. 356 678.Zone Demand RESIDENTIAL 825.63. 357 700.Zone Demand 10.RESIDENTIAL 10.825.54. 358 699.Zone Demand RESIDENTIAL 822.53.49 359 701.Zone Demand RESIDENTIAL 822.52. 360 717.Zone Demand RESIDENTIAL 822.45. 361 552.Zone Demand RESIDENTIAL 777.97. 364 554.Zone Demand COMMERCIAL 752.85. 365 554.Zone Demand COMMERCIAL 752.85. 366 554.Zone Demand COMMERCIAL 752.85. 367 550.Zone Demand COMMERCIAL 751.28 87. 368 580.Zone Demand IRRIGATION 749.73. 369 550.Zone Demand COMMERCIAL 751.87. 370 578.Zone Demand RESIDENTIAL 749.73.Title: INITIAL RUN Project Engineer: DMC w:\...\2006 approved developments well 4 off.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:11:13 ~entley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 7 of 13 Scenario: 2006 APPROVED DEV. WELL 4 OFF Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (ft)(gpm)(Calculated)Hydraulic Grade (psi) (gpm)(ft) 371 554.Zone Demand 17.COMMERCIAL 17.751.85. 372 555.Zone Demand IRRIGATION 751.84. 373 556.Zone Demand COMMERCIAL 751.84. 374 556.Zone Demand RESIDENTIAL 751.84. 375 550.Zone Demand COMMERCIAL 751.87. 376 549.Zone Demand 13.COMMERCIAL 13.751.87. 377 549.Zone Demand RESIDENTIAL 751.87. 378 550.Zone Demand 11.COMMERCIAL 11.751.87. 379 549.Zone Demand RESIDENTIAL 751.87.47 380 589.Zone Demand 12.COMMERCIAL 12.752.70. 381 593.Zone Demand 1.48 COMMERCIAL 1.48 752.69. 382 547.Zone Demand RESIDENTIAL 751.88. 383 548.Zone Demand RESIDENTIAL 751.47 87. 384 548.Zone Demand COMMERCIAL 751.47 87. 385 557.Zone Demand COMMERCIAL 750.83. 386 556.Zone Demand 16.COMMERCIAL 16.751.84. 387 556.Zone Demand Composite 751.84. 388 559.Zone Demand RESIDENTIAL 750.82. 389 554.Zone Demand RESIDENTIAL 750.85. 390 553.Zone Demand COMMERCIAL 750.85. 391 555.Zone Demand RESIDENTIAL 750.84. 392 554.Zone Demand COMMERCIAL 750.85. 393 552.Zone Demand Composite 750.85. 394 557.Zone Demand RESIDENTIAL 750.83. 395 558.Zone Demand COMMERCIAL 750.83.43 396 560.Zone Demand RESIDENTIAL 750.82. 397 560.Zone Demand Composite 750.82. 398 552.Zone Demand RESIDENTIAL 750.85. 399 554.Zone Demand 16.RESIDENTIAL 16.750.85. 400 556.Zone Demand 12.Composite 12.750.84. 401 559.Zone Demand RESIDENTIAL 750.82. 402 555.Zone Demand COMMERCIAL 750.84. 403 555.Zone Demand RESIDENTIAL 750.84. 404 562.Zone Demand COMMERCIAL 750.81.44 J-405 567.Zone Demand COMMERCIAL 750.79.49 406 553.Zone Demand RESIDENTIAL 750.85. 407 563.Zone Demand RESIDENTIAL 750.81. 408 565.Zone Demand RESIDENTIAL 750.80. 409 558.Zone Demand RESIDENTIAL 750.83.41 410 627.Zone Demand RESIDENTIAL 752.54. 411 621.00 Zone Demand Composite 752.56. 412 602.Zone Demand 11.RESIDENTIAL 11.752.64. 413 599.Zone Demand 4.44 RESIDENTIAL 4.44 752.66.45 414 716.Zone Demand RESIDENTIAL 825.47. 415 718.Zone Demand Composite 825.46. 416 733.Zone Demand RESIDENTIAL 825.40. 417 722.Zone Demand RESIDENTIAL 825.44. 418 559.Zone Demand RESIDENTIAL 747.81.47 419 560.Zone Demand RESIDENTIAL 747.81. 420 573.Zone Demand 11.RESIDENTIAL 11.747.75. 421 574.Zone Demand 14.Composite 14.747.74. 422 573.Zone Demand RESIDENTIAL 747.75.Title: INITIAL RUN Project Engineer: DMC w:\...\2006 approved developments well 4 off.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:11:13IID\1Bentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 8 of 13 Scenario: 2006 APPROVED DEV. WELL 4 OFF Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (ft)(gpm)(Calculated)Hydraulic Grade (psi) (gpm)(ft) 423 565.Zone Demand 4.44 RESIDENTIAL 747.78. 424 566.Zone Demand RESIDENTIAL 747.78. 425 578.Zone Demand RESIDENTIAL 749.74. 426 578.Zone Demand RESIDENTIAL 749.74. 427 579.Zone Demand RESIDENTIAL 749.73. 428 579.Zone Demand COMMERCIAL 749.73. 429 576.Zone Demand RESIDENTIAL 749.74. 430 576.Zone Demand RESIDENTIAL 749.74. 431 576.Zone Demand COMMERCIAL 749.74. 432 576.Zone Demand COMMERCIAL 749.74. 433 572.Zone Demand COMMERCIAL 749.76.43 434 572.Zone Demand Composite 749.76.43 435 578.Zone Demand RESIDENTIAL 749.73. 436 579.Zone Demand RESIDENTIAL 749.73. 437 578.Zone Demand 1.78 RESIDENTIAL 749.73. 438 579.Zone Demand RESIDENTIAL 749.73.40 439 580.Zone Demand RESIDENTIAL 749.72. 440 580.Zone Demand Composite 749.73. 441 554.Zone Demand 10.IRRIGATION 10.751.85.45 442 592.Zone Demand RESIDENTIAL 753.69.47 443 556.Zone Demand RESIDENTIAL 751.84. 444 554.Zone Demand COMMERCIAL 751.85. 445 554.Zone Demand IRRIGATION 751.85. 446 555.Zone Demand IRRIGATION 751.84. 447 556.Zone Demand RESIDENTIAL 751.84.46 448 555.Zone Demand RESIDENTIAL 751.84. 449 554.Zone Demand COMMERCIAL 751.85. 450 556.Zone Demand RESIDENTIAL 751.84.45 451 556.Zone Demand RESIDENTIAL 751.84.44 452 556.Zone Demand RESIDENTIAL 751.84.43 453 556.Zone Demand COMMERCIAL 751.84. 454 557.Zone Demand RESIDENTIAL 751.83. 455 557.Zone Demand RESIDENTIAL 751.83. 456 558.Zone Demand IRRIGATION 751.83. 457 558.Zone Demand RESIDENTIAL 751.83. 458 558.Zone Demand RESIDENTIAL 751.83. 459 557.Zone Demand COMMERCIAL 751.84. 460 556.Zone Demand COMMERCIAL 751.84. 461 556.Zone Demand RESIDENTIAL 751.84.45 462 556.Zone Demand RESIDENTIAL 751.84.44 463 557.Zone Demand RESIDENTIAL 751.84. 464 557.Zone Demand IRRIGATION 751.84. 465 556.Zone Demand RESIDENTIAL 751.84.45 466 557.Zone Demand RESIDENTIAL 751.83. 467 558.Zone Demand RESIDENTIAL 751.83. 468 558.Zone Demand COMMERCIAL 751.83. 469 557.Zone Demand COMMERCIAL 751.83. 470 558.Zone Demand COMMERCIAL 751.83. 471 554.Zone Demand RESIDENTIAL 750.84. 472 554.Zone Demand RESIDENTIAL 750.84. 473 555.Zone Demand RESIDENTIAL 750.84.48 474 559.Zone Demand RESIDENTIAL 751.82.Title: INITIAL RUN Project Engineer: DMC W:\...\2006 approved developments well 4 off.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:11 :13 lIDIIBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 9 of 13 Scenario: 2006 APPROVED DEV. WELL 4 OFF Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (It)(gpm)(Calculated)Hydraulic Grade (psi) (gpm)(It) 475 558.Zone Demand RESIDENTIAL 751.83. 476 553.Zone Demand COMMERCIAL 751.85. 477 553.Zone Demand RESIDENTIAL 751.85. 478 555.Zone Demand RESIDENTIAL 750.84. 479 553.Zone Demand RESIDENTIAL 751.85.46 480 553.Zone Demand RESIDENTIAL 751.85.46 481 555.Zone Demand RESIDENTIAL 751.84. 482 552.Zone Demand RESIDENTIAL 751.85. 483 554.Zone Demand RESIDENTIAL 751.85. 484 554.Zone Demand RESIDENTIAL 751.85. 485 554.Zone Demand RESIDENTIAL 751.85. 486 554.Zone Demand RESIDENTIAL 751.85. 487 552.Zone Demand RESIDENTIAL 751.85. 488 552.Zone Demand RESIDENTIAL 751.85. 489 561.Zone Demand RESIDENTIAL 747.80. 490 565.Zone Demand RESIDENTIAL 747.78. 491 565.Zone Demand 4.44 RESIDENTIAL 4.44 747.78. 492 569.Zone Demand 4.44 RESIDENTIAL 4.44 747.77. 493 570.Zone Demand RESIDENTIAL 747.76. 494 575.Zone Demand RESIDENTIAL 747.74. 495 639.Zone Demand RESIDENTIAL 820.78. 496 628.Zone Demand RESIDENTIAL 820.83. 497 628.Zone Demand 33.RESIDENTIAL 33.820.83. 498 628.Zone Demand 11.RESIDENTIAL 11.820.47 83. 499 628.Zone Demand RESIDENTIAL 820.47 83. 500 625.Zone Demand RESIDENTIAL 820.46 84. 501 613.Zone Demand 10.RESIDENTIAL 10.820.46 89. 502 612.Zone Demand 14.IRRIGATION 14.820.46 89. 503 616.Zone Demand RESIDENTIAL 820.46 88. 504 587.Zone Demand RESIDENTIAL 752.71. 505 587.Zone Demand COMMERCIAL 752.71. 506 584.Zone Demand RESIDENTIAL 752.72. 507 618.Zone Demand RESIDENTIAL 752.58. 508 592.Zone Demand 10.RESIDENTIAL 10.752.69. 509 588.Zone Demand RESIDENTIAL 752.71. 510 594.Zone Demand RESIDENTIAL 752.68. 511 594.Zone Demand 11.54 RESIDENTIAL 11.752.68.40 512 595.Zone Demand RESIDENTIAL 752.68. 513 612.Zone Demand RESIDENTIAL 752.60. 514 601.Zone Demand RESIDENTIAL 752.65. 515 593.Zone Demand RESIDENTIAL 752.68. 516 612.Zone Demand RESIDENTIAL 752.60. 517 589.Zone Demand RESIDENTIAL 752.70. 518 603.Zone Demand RESIDENTIAL 752.64. 519 604.Zone Demand RESIDENTIAL 752.64. 520 604.Zone Demand RESIDENTIAL 752.64. 521 616.Zone Demand RESIDENTIAL 752.58. 522 575.Zone Demand RESIDENTIAL 743.72. 523 578.Zone Demand Composite 743.71. 524 574.Zone Demand 15.IRRIGATION 15.743.73. 525 559.Zone Demand RESIDENTIAL 747.81.48 527 572.Zone Demand RESIDENTIAL 747.75.Title: INITIAL RUN Project Engineer: DMC W:\...\2006 approved developments well 4 off.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:11 :13 lIDIIBentley Systems, Inc. Haestad Methods Solution Center Watertown , CT 06795 USA +1-203-755-1666 Page 10 of 13 Scenario: 2006 APPROVED DEV. WELL 4 OFF Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (ft)(gpm)(Calculated)Hydraulic Grade (psi) (gpm)(ft) 528 590.Zone Demand RESIDENTIAL 752.70.42 529 546.Zone Demand 11.RESIDENTIAL 11.777.99. 530 552.Zone Demand RESIDENTIAL 776.97. 531 579.Zone Demand RESIDENTIAL 752.75. 532 572.Zone Demand RESIDENTIAL 752.77. 533 572.Zone Demand RESIDENTIAL 752.78. 534 572.Zone Demand RESIDENTIAL 752.77. 535 572.Zone Demand RESIDENTIAL 752.78. 536 571.Zone Demand 4.44 RESIDENTIAL 4.44 752.78. 537 569.Zone Demand 14.RESIDENTIAL 14.752.79. 538 571.Zone Demand RESIDENTIAL 752.78. 539 572.Zone Demand RESIDENTIAL 752.78. 540 571.Zone Demand RESIDENTIAL 752.78. 541 572.Zone Demand RESIDENTIAL 752.77. 542 572.Zone Demand 12.43 RESIDENTIAL 12.752.77. 543 553.Zone Demand Composite 751.86. 544 554.Zone Demand 8.49 Composite 8.49 751.85. 546 555.Zone Demand RESIDENTIAL 751.85. 547 558.Zone Demand COMMERCIAL 750.83.45 548 559.Zone Demand RESIDENTIAL 750.82. 549 559.Zone Demand IRRIGATION 750.82. 550 559.Zone Demand RESIDENTIAL 750.82. 551 559.Zone Demand RESIDENTIAL 750.82. 552 559.Zone Demand RESIDENTIAL 750.82. 553 557.Zone Demand 22.RESIDENTIAL 22.750.83. 554 557.Zone Demand 17.RESIDENTIAL 17.750.83. 555 558.Zone Demand RESIDENTIAL 750.83. 556 559.Zone Demand Composite 750.82. 557 560.Zone Demand RESIDENTIAL 750.82.48 558 561.Zone Demand Composite 750.81. 559 559.Zone Demand 14.RESIDENTIAL 14.750.82. 560 558.Zone Demand Composite 750.83. 561 557.Zone Demand RESIDENTIAL 750.83. 562 558.Zone Demand RESIDENTIAL 750.83. 563 557.Zone Demand RESIDENTIAL 750.83. 564 557.Zone Demand RESIDENTIAL 750.83. 565 560.Zone Demand RESIDENTIAL 750.82.46 566 558.Zone Demand RESIDENTIAL 750.83. 567 556.Zone Demand COMMERCIAL 750.84. 568 615.Zone Demand 14.RESIDENTIAL 14.820.46 88. 569 595.Zone Demand RESIDENTIAL 820.46 97. 570 597.Zone Demand 14.RESIDENTIAL 14.820.46 96.47 571 659.Zone Demand 20.42 RESIDENTIAL 20.823.71. 572 643.Zone Demand 11.RESIDENTIAL 11.823.77. 573 643.Zone Demand RESIDENTIAL 823.77. 574 644.Zone Demand RESIDENTIAL 823.77. 575 643.Zone Demand RESIDENTIAL 823.77. 576 661.Zone Demand 11.RESIDENTIAL 11.823.70. 577 649.Zone Demand 15.RESIDENTIAL 15.823.75.40 578 649.Zone Demand RESIDENTIAL 823.75. 579 642.Zone Demand 13.RESIDENTIAL 13.823.78.42 580 645.Zone Demand 4.44 RESIDENTIAL 4.44 823.77.Title: INITIAL RUN Project Engineer: DMC w:\...\2006 approved developments well 4 off. wed WaterCAD v7.0 (07.00.049.00)01/17/07 12:11 :13 (gMIentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 11 of 13 Scenario: 2006 APPROVED DEV. WELL 4 OFF Fire Flow Analysis Junction Report label Elevation Zone Type Base Flow Pattern Dernand Calculated Pressure (ft)(gprn)(Calculated)Hydraulic Grade (psi) (gprn)(ft) 581 643.Zone Demand RESIDENTIAL 823.77. 582 643.Zone Demand RESIDENTIAL 823.77. 583 648.Zone Demand RESIDENTIAL 823.75. 584 654.Zone Demand RESIDENTIAL 823.73. 585 652.Zone Demand RESIDENTIAL 823.74. 586 650.Zone Demand RESIDENTIAL 823.74. 587 652.Zone Demand RESIDENTIAL 753.48 43. 588 583.Zone Demand RESIDENTIAL 748.71. 589 576.Zone Demand COMMERCIAL 748.74.48 590 574.Zone Demand RESIDENTIAL 748.75. 591 579.Zone Demand COMMERCIAL 749.73.46 592 578.Zone Demand Composite 749.74. 593 579.Zone Demand 70.IRRIGATION 70.749.73. 594 578.Zone Demand RESIDENTIAL 749.73. 595 578.Zone Demand RESIDENTIAL 748.73. 596 578.Zone Demand RESIDENTIAL 748.73. 597 578.Zone Demand RESIDENTIAL 748.73. 598 577.Zone Demand RESIDENTIAL 748.73. 599 576.Zone Demand RESIDENTIAL 748.74. 600 576.Zone Demand RESIDENTIAL 748.74. 601 577.Zone Demand COMMERCIAL 748.74. 602 577.Zone Demand COMMERCIAL 748.73. 603 575.Zone Demand RESIDENTIAL 748.74. 604 577.Zone Demand RESIDENTIAL 748.74. 605 578.Zone Demand COMMERCIAL 747.73. 606 578.Zone Demand RESIDENTIAL 747.73.48 607 572.Zone Demand COMMERCIAL 746.75. 608 575.Zone Demand RESIDENTIAL 746.74. 609 575.Zone Demand RESIDENTIAL 746.74. 610 577.Zone Demand RESIDENTIAL 746.73. 611 577.Zone Demand RESIDENTIAL 746.72. 612 577.Zone Demand RESIDENTIAL 746.72. 613 577.Zone Demand RESIDENTIAL 746.72. 614 577.Zone Demand RESIDENTIAL 746.72. 615 578.Zone Demand COMMERCIAL 746.72. 616 580.Zone Demand COMMERCIAL 745.71. 617 562.Zone Demand RESIDENTIAL 750.81. 618 562.Zone Demand RESIDENTIAL 750.81. 619 562.Zone Demand RESIDENTIAL 750.81. 620 566.Zone Demand RESIDENTIAL 750.79. 621 566.Zone Demand COMMERCIAL 750.79. 622 566.Zone Demand RESIDENTIAL 750.79. 623 567.Zone Demand RESIDENTIAL 750.79. 624 567.Zone Demand RESIDENTIAL 750.79.49 628 569.Zone Demand 19.COMMERCIAL 19.757.81.47 636 578.Zone Demand RESIDENTIAL 749. 637 558.Zone Demand 12.43 RESIDENTIAL 12.43 768.91. 638 559.Zone Demand 14.RESIDENTIAL 14.768.90. 639 556.Zone Demand 23.Composite 23.768.92. 640 564.Zone Demand 15.RESIDENTIAL 15.760.84. 650 610.Zone Demand 20.42 RESIDENTIAL 20.42 752.61. 651 553.Zone Demand 11.RESIDENTIAL 11.751.85.Title: INITIAL RUN Project Engineer: DMC w:\...\2006 approved developments well 4 off.wed WaterCAD v7.0 (07.00.049.00)01/17/07 12:11:13 E!WBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 12 of 13 Scenario: 2006 APPROVED DEV. WELL 4 OFF Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (ft)(gpm)(Calculated)Hydraulic Grade (psi) (gpm)(ft) 653 627.Zone Demand 15.RESIDENTIAL 15.752.54. 654 682.Zone Demand 19.RESIDENTIAL 19.825.62. 655 680.Zone Demand 16.RESIDENTIAL 16.825.62. 656 693.Zone Demand 21.RESIDENTIAL 21.825.57. 657 563.Zone Demand 15.RESIDENTIAL 15.748.40 80. 658 598.Zone Demand RESIDENTIAL 752.66. 659 638.Zone Demand RESIDENTIAL 741.43 44. 660 640.Zone Demand COMMERCIAL 741.43 43. 661 641.Zone Demand RESIDENTIAL 741.43 43.45 750 652.Zone Demand RESIDENTIAL 826.75. 751 571.Zone Demand 4.44 RESIDENTIAL 4.44 2,744.75. 752 567.Zone Demand 18.COMMERCIAL 18.747.77. 813 565.Zone Demand Fixed 748.79. 814 560.Zone Demand Fixed 747.81. 822 615.Zone Demand Fixed 752.59. 823 636.Zone Demand Fixed 752.50. 824 621.Zone Demand Fixed 752.56. 825 609.Zone Demand Fixed 744.58. 826 579.Zone Demand Fixed 749.73. 827 579.Zone Demand Fixed 749.73. 828 585.Zone Demand Fixed 749.71.05 829 585.Zone Demand Fixed 749.71. 830 585.Zone Demand Fixed 749.71. 831 585.Zone Demand 109.Fixed 109.749.71.02 832 585.Zone Demand Fixed 749.71. 833 585.Zone Demand Fixed 749.71. 834 585.Zone Demand Fixed 749.71. 835 585.Zone Demand Fixed 749.71. 836 585.Zone Demand Fixed 749.71. 837 585.Zone Demand Fixed 749.71. 838 585.Zone Demand Fixed 749.71. 840 585.Zone Demand Fixed 749.71. 842 552.Zone Demand Fixed 767.43 92. 844 663.Zone Demand RESIDENTIAL 821.68. 845 664.Zone Demand Fixed 822.20 68. 846 665.Zone Demand Fixed 822.67. 847 661.Zone Demand RESIDENTIAL 821.69. 848 664.Zone Demand RESIDENTIAL 822.68. 849 665.Zone Demand RESIDENTIAL 822.43 67. 851 574.Zone Demand Fixed 746.74.49 852 574.Zone Demand Fixed 746.74.49 853 575.Zone Demand Fixed 746.74. 901 591.Zone Demand Fixed 753.47 70. 906 553.Zone Demand COMMERCIAL 777.96. 917 625.Zone Demand Fixed 751.49 54. 981 640.Zone Demand Fixed 738.42. 982 644.Zone Demand Fixed 740.48 41. Title: INITIAL RUN Project Engineer: DMC w:\...\2006 approved developments well 4 off.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:11 :13 !ID\mentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 13 of 13 Scenario: 2006 APPROVED DEV. WELL 4 OFF Fire Flow Analysis Pipe Report label length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure (ft)(in)Status Williams (gpm)(ft/s)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(ft/1 OOOft)Headloss (ft) 370.pve Open 527.754.756. 266.pve Open 754.754. 365.pve Open 517.753.754. 357.pve Open 249.752.753.0.44 369.pve Open 208.752.41 752. 223.pve Open 752.41 752. 358.pve Open 207.752.752.41 530.pve Open 96.752.751. 320.pve Open 751.751. 680.pve Open 77.0.49 752.752. 314.pve Open 60.752.752. 520.pve Open 113.752.752. 660.pve Open 177.752.752.0.43 130.pve Open 752.752. 770.pve Open 45.752.752. 446.pve Open 43.752.752. 380.pve Open 78.752.752. 270.pve Open 117.752.751. 440.pve Open 149.751.751.0.47 83.pve Open 751.751. 72.pve Open 131.751.751.48 572.pve Open 135.751.751. 195.pve Open 35.751.751. 826.pve Open 45.751.751. 368.pve Open 156.751.751. 282.pve Open 115.47 751.751. 228.pve Open 129.751.751. 603.pve Open 51.751.751. 340.pve Open 22.44 751.751. 560.pve Open 88.752.751. 249.pve Open 45.752.752. 660.pve Open 145.752.752.0.45 400.pve Open 752.752. 171.pve Open 152.49 752.44 752.0.49 375.pve Open 181.752.752.44 180.pve Open 59.752.752. 318.pve Open 10.752.752. 310.pve Open 73.752.752. 238.pve Open 43.41 0.49 752.752. 250.Asbesto Open 62.753.752. 164.pve Open 116.753.753. 64.pve Open 80.751.751. 80.pve Open 304.753.753. 479.pve Open 147.753.752.0.46 70.pve Open 255.753.753. 61.pve Open 236.751.751. 451.pve Open 135.42 753.752.0.40 172.pve Open 177.40 752.2,752. 149.pve Open 45.752.752. 390.Asbesto Open 50.753.752. 250.Asbesto Open 2.45 752.2,752.Title: INITIAL RUN Project Engineer: DMC w:\...\2006 approved developments well 4 off.wed WaterCAD v7.0 (07 00.049.00)01/17/07 12:11:29IID11Bentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 16 Scenario: 2006 APPROVED DEV. WELL 4 OFF Fire Flow Analysis Pipe Report label length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure(ft)(in)Status Williams (gpm)(ft/s)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(ft/1000ft)Headloss (ft) 390.Asbesto Open 12.752.752. 261.Asbesto Open 15.752.752. 211.Asbesto Open 752.752. 330.Asbesto Open 752.752. 352.PVC Open 752.752. 330.PVC Open 34.752.752. 220.PVC Open 50.753.752. 444.PVC Open 753.753. 31.PVC Open 63.2,753.753.0.41 83.PVC Open 166.753.753.2.43 87.Ductile I Open 435.612.611.17. 15.PVC Open 166.44 753.753.2.43 251.PVC Open 272.753.752.1.46 334.PVC Open 102.753.752. 129.PVC Open 161.752.752. 556.PVC Open 51.752.752. 387.PVC Open 94.752.752. 131.PVC Open 31.752.752. 150.PVC Open 116.752.752.45 326.PVC Open 19.752.45 752.47 570.PVC Open 68.752.752.47 0.47 280.PVC Open 63.752.752. 402.PVC Open 141.752.752.0.43 150.PVC Open 125.1.43 752.752.1.43 700.PVC Open 17.752.42 752.44 325.PVC Open 39.0.45 752.47 752.42 360.PVC Open 44.752.42 752. 158.PVC Open 4.44 752.752. 985.PVC Open 25.752.752. 930.PVC Open 115.752.751. 550.PVC Open 751.751. 410.PVC Open 87.751.751. 660.PVC Open 751.751. 130.PVC Open 751.751. 314.PVC Open 751.751. 283.PVC Open 32.752.751. 910.PVC Open 46.752.752. 383.PVC Open 752.752. 300.PVC Open 126.752.752.45 292.PVC Open 116.752.752. 372.PVC Open 48.752.752. 150.PVC Open 0.45 752.752. 340.PVC Open 56.752.40 752. 125.PVC Open 47.752.41 752.40 158.PVC Open 4.44 0.45 752.41 752. 360.PVC Open 54.752.43 752.41 100 809.PVC Open 18.752.43 752.40 101 95.PVC Open 752.752. 102 620.PVC Open 83.752.752.43 103 150.PVC Open 36.0.41 752.752. 104 980.PVC Open 31.752.752.42Title: INITIAL RUN Project Engineer: DMCw:\...\2006 approved developments well 4 off.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12: 11 :29 lIDIIBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA + 1-203-755-1666 Page 2 of 16 Scenario: 2006 APPROVED DEV. WELL 4 OFF Fire Flow Analysis Pipe Report label length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure (ft)(in)Status Williams (gpm)(ft/s)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(ft/1000ft)Headloss (ft) 105 280.PVC Open 752.42 752.41 106 50.PVC Open 18.752.42 752.41 107 233.PVC Open 752.752.41 108 110.PVC Open 752.41 752.40 109 207.PVC Open 11.752.41 752.41 110 300.PVC Open 97.752.41 752. 111 470.PVC Open 104.752.751.0.47 112 120.PVC Open 751.751.0.48 113 124.PVC Open 98.751.751. 114 145.PVC Open 58.751.751. 115 430.PVC Open 13.751.751.49 116 316.PVC Open 751.49 751.49 117 250.PVC Open 41.47 751.751. 118 190.PVC Open 751.46 751.46 119 240.PVC Open 36.0.41 751.42 751.46 120 621.PVC Open 20.751.42 751.46 121 100.PVC Open 751.46 751.45 122 280.PVC Open 28.751.751.48 123 140.PVC Open 751.751.48 124 530.PVC Open 35.0.40 751.751.48 125 270.PVC Open 52.751.751.42 126 78.PVC Open 12.43 751.751. 127 610.PVC Open 751.751. 128 430.PVC Open 40.47 751.751. 129 250.PVC Open 67.0.43 751.751. 130 480.PVC Open 751.751.29 131 100.PVC Open 751.751. 132 80.PVC Open 751.29 751. 133 165.PVC Open 51.751.2,751. 134 270.PVC Open 751.751. 135 243.PVC Open 38.751.751. 136 600.PVC Open 253.42 1.62 751.750. 137 300.PVC Open 220.1.41 752.751. 138 194.PVC Open 204.752.752. 139 200.PVC Open 37.752.751. 140 400.PVC Open 242.752.753.0.47 141 67.PVC Open 338.753.753. 142 940.PVC Open 92.753.752.41 143 95.PVC Open 20.752.752. 144 700.PVC Open 55.752.752. 145 260.PVC Open 36.752.752. 146 420.PVC Open 116.752.752. 147 656.PVC Open 29.2,752.752. 148 548.PVC Open 10.752.752. 149 112.PVC Open 752.752. 150 867.12.PVC Open 886.742.741.1.54 151 601.PVC Open 752.752. 152 570.PVC Open 27.752.752. 154 Ductile I Open 123.1.40 611.610. 155 Ductile I Open 157.40 611.610.2.44 156 Ductile I Open 158.611.610.2.49Title: INITIAL RUN Project Engineer: DMC w:\...\2006 approved developments well 4 off.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:11 :29 !ID\JBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 3 of 16 Scenario: 2006 APPROVED DEV. WELL 4 OFF Fire Flow Analysis Pipe Report Label Length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure (ft)(in)Status Williams (gpm)(ft/s)Hydraulic Grade Hy.draulic Grade Gradient Pipe (ft)(ft)(ft/1000ft)Headloss (ft) 157 20.Ductile I Open 123.1.40 753.753. 158 15.Ductile I Open 157.40 753.753.2.47 159 10.Ductile I Open 158.753.753.2.49 160 170.PVC Open 69.0.44 750.750. 161 575.PVC Open 59.750.750. 162 797.PVC Open 22.750.750. 163 505.PVC Open 92.1.05 750.750.0.41 164 420.PVC Open 65.0.42 752.752. 165 150.PVC Open 41.752.752. 166 507.PVC Open 247.750.749. 167 96.PVC Open 559.534.534. 169 48.PVC Open 559.753.47 753. 170 364.PVC Open 751.751. 171 880.PVC Open 106.752.752. 172 340.PVC Open 131.751.48 751. 173 160.PVC Open 751.48 751.48 174 460.PVC Open 751.751. 175 260.PVC Open 103.752.752. 176 80.PVC Open 752.752. 177 170.PVC Open 35.751.751. 178 420.PVC Open 3.47 751.751. 179 393.PVC Open 16.751.751. 180 120.PVC Open 751.751. 181 394.PVC Open 106.751.751.41 182 225.PVC Open 104.751.41 751. 183 442.PVC Open 213.751.750.0.41 185 258.PVC Open 42.752.752. 186 300.PVC Open 13.752.752. 187 700.PVC Open 19.752.752. 188 800.PVC Open 752.752. 189 158.PVC Open 60.752.752. 190 700.PVC Open 11.752.752. 191 260.PVC Open 30.752.752. 192 700.PVC Open 752.752. 193 698.PVC Open 752.752. 194 448.PVC Open 27.756.756. 195 480.PVC Open 756.756. 196 800.PVC Open 756.756. 197 242.PVC Open 756.756. 198 371.PVC Open 559.756.759. 199 846.PVC Open 22.759.758. 200 095.PVC Open 47.760.760. 201 221.PVC Open 585.759.760. 202 273.PVC Open 375.760.761. 203 523.PVC Open 258.1.65 760.761. 204 573.PVC Open 15.760.760. 205 257.PVC Open 81.761.07 761. 206 616.PVC Open 182.1.17 761.761.0.42 207 173.PVC Open 761.49 761.49 208 796.PVC Open 200.49 761.49 762. 209 188.PVC Open 4.44 762.762.Title: INITIAL RUN Project Engineer: DMC W:\...\2006 approved developments well 4 off.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:11:29 lIDIIBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 4 of 16 Scenario: 2006 APPROVED DEV. WELL 4 OFF Fire Flow Analysis Pipe Report label length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure (ft)(in)Status Williams (gpm)(ft/s)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(ft/1 OOOft)Headloss (ft) 210 310.PVC Open 211.762.762.42 211 158.PVC Open 762.762.42 212 275.PVC Open 216.762.42 762. 213 272.PVC Open 762.762. 214 270.PVC Open 231.1.48 762.762. 215 438.PVC Open 762.762. 216 49.PVC Open 762.762. 217 129.PVC Open 762.762. 218 168.PVC Open 245.762.763. 219 462.PVC Open 761.761. 220 225.PVC Open 457.761.761.99 221 276.PVC Open 481.761.763. 223 460.PVC Open 802.768.774.11. 224 737.12.PVC Open 827.774.776. 225 309.PVC Open 52.777.777. 226 502.PVC Open 777.777. 227 237.PVC Open 777.777. 228 299.PVC Open 29.777.777. 229 498.PVC Open 777.777. 230 317.PVC Open 777.777. 231 327.PVC Open 11.777.777. 232 487.12.PVC Open 61.49 776.776. 233 464.PVC Open 776.776. 234 494.PVC Open 776.776. 235 332.12.PVC Open 41.776.776. 236 458.PVC Open 4.44 776.776. 237 298.PVC Open 776.776. 238 363.12.PVC Open 31.776.776. 239 465.PVC Open 22.776.776. 240 513.12.PVC Open 4.44 776.776. 241 654.PVC Open 31.751.751. 242 880.12.PVC Open 152.752.752. 243 980.12.PVC Open 124.43 752.752. 244 759.12.PVC Open 32.752.752. 245 100.12.PVC Open 752.752. 246 430.PVC Open 28.41 752.752. 247 712.PVC Open 12.752.752. 248 760.PVC Open 13.752.752. 249 50.PVC Open 752.752. 250 263.PVC Open 752.752. 251 50.PVC Open 752.752. 252 800.PVC Open 752.752. 253 655.12.PVC Open 13.752.752. 254 370.PVC Open 13.752.752. 255 670.12.PVC Open 752.752. 256 40.PVC Open 752.752. 257 650.12.PVC Open 752.752. 258 40.PVC Open 752.752. 259 020.12.PVC Open 752.752. 260 480.PVC Open 234.749.749. 261 167.PVC Open 431.749.748.Title: INITIAL RUN Project Engineer: DMC w:\...\2006 approved developments well 4 off.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:11:29I!WBentley Systems. Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 5 of 16 Scenario: 2006 APPROVED DEV. WELL 4 OFF Fire Flow Analysis Pipe Report label length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure (ft)(in)Status Williams (gpm)(ft/s)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(ft/1 OOOft)Headloss (ft) 262 395.PVC Open 261 .748.748. 263 527.PVC Open 122.748.748. 264 477.PVC Open 127.44 748.748. 265 341.PVC Open 23.748.748. 266 261.PVC Open 139.748.747. 267 136.PVC Open 186.747.747. 268 604.PVC Open 56.748.747. 269 355.PVC Open 89.748.748. 270 776.PVC Open 153.748.748.40 271 810.PVC Open 207.749.750. 272 547.PVC Open 750.750. 273 618.PVC Open 151.87 2,750.750.0.49 274 332.PVC Open 156.49 750.750. 275 700.PVC Open 750.750. 276 83.PVC Open 149.750.750. 277 419.PVC Open 60.750.750. 278 620.12.PVC Open 750.750. 280 813.PVC Open 12.43 752.752. 281 287.12.PVC Open 11.747.747. 282 797.12.PVC Open 34.747.747. 283 320.PVC Open 2.43 747.747. 284 388.12.PVC Open 37.40 747.747. 285 528.12.PVC Open 662.748.747. 286 358.12.PVC Open 601.747.746. 287 419.PVC Open 142.746.746.0.43 288 341.PVC Open 132.746.746.45 289 193.PVC Open 746.746. 290 267.12.PVC Open 454.746.746. 291 640.PVC Open 80.746.746.45 292 460.12.PVC Open 262.746.746.47 293 302.PVC Open 72.0.46 746.746.47 294 213.12.PVC Open 326.746.47 746. 295 511.12.PVC Open 545.746.41 746. 296 305.12.PVC Open 222.746.45 746.41 297 650.PVC Open 746.45 746.45 298 516.12.PVC Open 393.746.45 746. 299 19.12.PVC Open 295.746.746. 300 334.PVC Open 98.746.745. 301 241.PVC Open 133.752.752. 302 911.12.PVC Open 240.752.752. 303 156.PVC Open 12.752.752. 304 239.PVC Open 24.752.752. 305 176.PVC Open 10.752.752. 306 140.PVC Open 4.44 752.752. 307 283.PVC Open 4.44 752.752. 308 265.PVC Open 11.752.752. 309 205.PVC Open 752.752. 310 977.PVC Open 752.752. 311 142.PVC Open 4.44 752.752. 312 850.PVC Open 22.752.752. 313 666.PVC Open 18.752.752.Title: INITIAL RUN Project Engineer: DMC w:\...\2006 approved developments well 4 off.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:11:29 ~entleySystems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 6 of 16 Scenario: 2006 APPROVED DEV. WELL 4 OFF Fire Flow Analysis Pipe Report Label Length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure (ft)(in)Status Williams (gpm)(ft/s)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(ft/1 OOOft)Headless (ft) 314 402.PVC Open 54.753.752. 315 547.PVC Open 71.0.46 753.753. 316 401.PVC Open 752.753. 317 742.PVC Open 752.752. 318 343.PVC Open 752.752. 319 273.PVC Open 13.753.752. 320 288.PVC Open 12.753.752. 321 290.PVC Open 753.753. 322 133.PVC Open 12.43 753.753. 323 270.PVC Open 752.752. 324 472.PVC Open 752.752. 325 298.PVC Open 78.753.753. 326 747.PVC Open 34.753.2,753. 327 154.PVC Open 26.753.753. 328 160.PVC Open 154.753.753. 329 094.12.PVC Open 253.753.752. 330 804.12.PVC Open 407.753.753.0.41 331 474.PVC Open 25.43 820.820. 332 221.PVC Open 820.820. 333 260.PVC Open 39.820.820. 334 213.PVC Open 820.820. 335 138.PVC Open 820.820. 336 267.PVC Open 47.820.820. 337 592.12.PVC Open 178.820.820. 338 260.12.PVC Open 236.820.820. 339 281.PVC Open 16.820.820. 340 449.12.PVC Open 259.820.820. 341 174.PVC Open 4.44 820.820. 342 286.PVC Open 820.820. 343 402.12.PVC Open 395.820.820. 344 192.12.PVC Open 659.821.820. 345 504.12.PVC Open 210.823.823. 346 261.12.PVC Open 96.823.823. 347 228.PVC Open 40.823.823. 348 532.12.PVC Open 672.823.822.1.05 349 172.12.PVC Open 480.823.823. 350 180.PVC Open 823.823. 351 641.12.PVC Open 487.823.823. 352 215.PVC Open 306.823.823. 353 228.12.PVC Open 803.43 824.823. 354 388.PVC Open 824.824. 355 278.12.PVC Open 810.824.45 824.0.42 356 862.PVC Open 149.824.824.0.47 0.41 357 384.12.PVC Open 674.824.824.45 0.41 358 445.12.PVC Open 838.825.824. 359 285.12.PVC Open 116.825.825. 360 433.12.PVC Open 278.825.825. 361 110.00 12.PVC Open 191.823.823. 362 701.12.PVC Open 685.826.825. 363 278.12.PVC Open 878.2.49 826.826.0.49 364 033.PVC Open 177.826.825.Title: INITIAL RUN Project Engineer: DMC w:\...\2006 approved developments well 4 off.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:11:29I!WBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 7 of 16 Scenario: 2006 APPROVED DEV. WELL 4 OFF Fire Flow Analysis Pipe Report Label Length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure(ft)(in)Status Williams (gpm)(ftIs)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(ft/1000ft)Headloss (ft) 365 213.PVC Open 351.825.826. 366 15.PVC Open B26.826. 367 928.PVC Open 351.B28.826. 370 40.PVC Open 12.43 749.749. 371 40.PVC Open 10.749.749. 372 360.12.PVC Open 62.42 752.752. 373 479.PVC Open 67.750.750. 374 102.12.PVC Open 8B8.776.777. 375 90.12.PVC Open 941.777.777. 376 789.12.PVC Open 716.B27.826. 377 321.PVC Open 185.1 B 827.826. 378 203.12.PVC Open 918.82B.827. 379 775.12.PVC Open 886.741.739. 3BO 558.12.PVC Open 820.48 820.48 381 890.12.PVC Open 8B6.739.738. 383 107.12.PVC Open 91 B.828.B28. 384 154.PVC Open 103.746.746. 385 37B.PVC Open 4.44 746.746. 386 257.PVC Open 90.746.746. 387 333.PVC Open 746.746. 388 270.PVC Open 77.40 746.746. 389 185.PVC Open 746.746. 390 419.PVC Open 202.746.45 746. 391 250.PVC Open 746.746. 392 535.PVC Open 92.746.746. 393 113.PVC Open 264.746.746. 394 377.PVC Open 162.1.04 746.745. 395 474.PVC Open 98.746.745. 396 250.PVC Open 254.43 1.62 745.745. 397 598.PVC Open 185.746.745.0.43 398 270.12.PVC Open 526.42 745.745. 399 202.PVC Open 745.745. 400 280.12.PVC Open 535.746.745. 401 233.PVC Open 746.746. 402 310.12.PVC Open 959.745.745. 403 377.PVC Open 4.44 745.745. 404 252.12.PVC Open 948.745.744. 405 213.PVC Open 4.44 744.744. 406 535.12.PVC Open 938.744.743.46 407 160.PVC Open 231.1.4B 743.46 743. 40B 308.12.PVC Open 697.1.9B 743.46 743. 409 PVC Open 743.743. 410 265.PVC Open 23.B20.820. 411 136.PVC Open 12.43 820.820. 412 330.PVC Open B20.820. 413 942.12.PVC Open 137.B20.820. 414 216.PVC Open 27.B20.B20. 415 433.PVC Open 820.820. 416 265.PVC Open 12.43 820.820. 417 392.12.PVC Open 66.825.825. 418 493.12.PVC Open 51.825.825.Title: INITIAL RUN Project Engineer: DMCw:\...\2006 approved developments well 4 off.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:11:29 ~entley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 8 of 16 Scenario: 2006 APPROVED DEV. WELL 4 OFF Fire Flow Analysis Pipe Report label length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure(ft)(in)Status Williams (gpm)(ft/s)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(ft/1 OOOft)Headloss (ft) 419 263.PVC Open 825.825. 420 336.PVC Open 825.825. 421 907.PVC Open 19.825.825. 422 377.12.PVC Open 43.825.825. 423 770.PVC Open 20.825.825. 424 20.12.PVC Open 822.822. 425 980.12.PVC Open 822.822. 426 209.12.PVC Open 822.822. 427 207.12.PVC Open 822.822. 428 251.12.PVC Open 351 .746.746. 429 281.PVC Open 11.777.777. 430 370.PVC Open 266.753.752.1.40 431 54.PVC Open 752.752. 432 55.PVC Open 752.752. 433 506.PVC Open 257.752.751. 434 155.12.PVC Open 100.751.751. 435 467.PVC Open 22.751.751.28 436 360.PVC Open 183.47 751.751. 437 760.PVC Open 73.0.47 751.751. 438 348.PVC Open 125.751.751. 439 51.12.PVC Open 116.751.751. 440 18.12.PVC Open 751.751. 441 642.12.PVC Open 114.751.751. 442 350.12.PVC Open 13.751.751. 443 336.12.PVC Open 272.751.751. 444 829.12.PVC Open 272.751.751. 445 120.PVC Open 156.753.752. 446 470.PVC Open 1.48 752.752. 447 265.12.PVC Open 272.751.751.47 448 337.PVC Open 24.47 750.750. 449 39.PVC Open 751.47 751.47 450 705.12.PVC Open 267.751.47 751. 451 197.12.PVC Open 251.751.751. 452 250.12.PVC Open 751.751. 453 546.PVC Open 60.750.750. 454 526.PVC Open 91.750.750. 455 730.PVC Open 750.750. 456 236.PVC Open 25.750.750. 457 235.12.PVC Open 750.750. PA58 311.12.PVC Open 750.750. 459 314.12.PVC Open 750.750. 460 331.PVC Open 750.750. 461 399.12.PVC Open 32.750.750. 462 322.12.PVC Open 219.750.750. 463 711.12.PVC Open 220.750.750. 464 355.12.PVC Open 187.750.750. 465 158.PVC Open 91.750.750. 466 432.PVC Open 38.750.750. 467 475.PVC Open 36.750.750. 468 316.PVC Open 62.0.40 750.750. 469 347.12.PVC Open 77.750.750.Title: INITIAL RUN Project Engineer: DMCw:\...\2006 approved developments well 4 off. wed WaterCAD v7.0 (07.00.049.00)01/17/07 12:11 :29 l!\NBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 9 of 16 Scenario: 2006 APPROVED DEV. WELL 4 OFF Fire Flow Analysis Pipe Report label length Dia Material eontrol Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure (ft)(in)Status Williams (gpm)(ft/s)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(ft/1000ft)Headloss (ft) 470 178.12.pve Open 95.750.750. 471 660.12.pve Open 92.750.750. 472 224.12.pve Open 92.750.750. 473 296.12.pve Open 750.750. 474 153.12.pve Open 95.750.750. 476 304.pve Open 750.750. 477 692.pve Open 89.750.750. 478 13.pve Open 750.750. 479 84.pve Open 127.750.750. P-480 200.12.pve Open 62.42 752.752. 481 550.12.pve Open 72.752.752. 482 703.pve Open 752.752. 483 960.12.pve Open 71.752.752. 484 265.12.pve Open 111.752.752. P-485 447.12.pve Open 21.825.825. 486 160.12.pve Open 17.825.825. 487 159.12.pve Open 825.825. 488 981.pve Open 11.825.825. 489 135.12.pve Open 825.825. 490 338.pve Open 95.747.747. 491 317.pve Open 747.747. 492 010.pye Open 93.747.747. 493 314.pye Open 165.44 747.747.42 494 159.pye Open 83.747.747. 495 527.pve Open 83.747.747. 496 134.12.pye Open 1 ,038.749.749.2.41 498 96.pye Open 945.2,493.2,493. 499 356.12.pye Open 398.749.749.0.40 500 259.12.pye Open 392.749.749. 501 152.12.pye Open 339.749.749. 503 30.pye Open 749.749. 504 120.pye Open 54.749.749. 505 30.pye Open 749.749. 507 27.pye Open 749.749. 508 197.pve Open 11.749.749. 509 785.pye Open 749.749. 510 222.pye Open 749.749. 511 683.pye Open 749.749. 512 819.pve Open 749.749. 513 283.pye Open 749.749. 514 136.pye Open 749.749. 515 560.pye Open 2,747.747. 516 19.pye Open 338.753.753. 517 96.Steel Open 419.2,419. 518 250.pye Open 751.751. 519 673.pye Open 142.752.752.0.44 520 32.pye Open 147.753.753.0.47 521 769.pve Open 38.752.752. 522 105.pye Open 38.751.751. 523 305.12.pye Open 210.751.751. 524 94.pye Open 22.751.751.Title: INITIAL RUN Project Engineer: DMe w:\...\2006 approved developments well 4 off.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:11:29 lmIIBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 10 of 16 Scenario: 2006 APPROVED DEV. WELL 4 OFF Fire Flow Analysis Pipe Report Label Length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure (ft)(in)Status Williams (gpm)(ft/s)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(ft/1 OOOft)Headloss (ft) 525 232.12.PVC Open 232.751.751. 526 294.12.PVC Open 165.0.47 751.751. 527 248.PVC Open 751.751. 528 83.PVC Open 751.751. 529 115.12.PVC Open 164.0.47 751.751. 530 384.12.PVC Open 164.0.47 751.751.20 531 153.12.PVC Open 164.0.47 751.751. 532 216.12.PVC Open 164.0.47 751.751. 533 169.12.PVC Open 164.0.47 751.751. 534 163.12.PVC Open 164.751.751. 535 222.12.PVC Open 164.0.47 751.751. 536 395.12.PVC Open 162.0.46 751.751. 537 322.PVC Open 58.751.751. 538 574.PVC Open 58.47 751.2,751. 539 315.PVC Open 58.751.751. 540 306.PVC Open 59.751.751. 541 359.PVC Open 59.751.751. 542 145.PVC Open 751.751. 543 289.PVC Open 751.751. 544 387.PVC Open 751.751. 545 57.12.PVC Open 751.751. 546 50.PVC Open 751.751. 547 329.PVC Open 751.751. 548 284.PVC Open 751.751. 549 284.PVC Open 751.751. 550 210.PVC Open 751.751. 551 171.PVC Open 751.751. 552 269.PVC Open 17.750.750. 553 161.PVC Open 17.750.750. 554 90.PVC Open 751.751. 555 63.12.PVC Open 221.751.751. 556 252.PVC Open 751.751. 557 256.12.PVC Open 221.751.751. 558 702.12.PVC Open 221.750.751. 559 110.12.PVC Open 751.751. 560 275.PVC Open 17.750.750. 561 436.12.PVC Open 751.751. 562 79.PVC Open 750.750. 563 442.12.PVC Open 751.751. 564 68.PVC Open 751.751. 565 42.12.PVC Open 751.751. 566 86.PVC Open 750.750. 567 433.12.PVC Open 751.751. 568 64.12.PVC Open 751.751. 569 222.PVC Open 747.747. 570 307.PVC Open 145.747.747. 571 220.PVC Open 4.44 747.747. 572 247.PVC Open 137.747.747.0.41 573 254.PVC Open 747.747. 574 400.PVC Open 127.747.747.42 575 287.PVC Open 747.42 747.42Title: INITIAL RUN Project Engineer: DMC w:\...\2006 approved developments well 4 off. wed WaterCAD v7.0 (07.00.049.00)01/17/07 12:11 :29 lIDIIBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 11 of 16 Scenario: 2006 APPROVED DEV. WELL 4 OFF Fire Flow Analysis Pipe Report Label Length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure(ft)(in)Status Williams (gpm)(Ns)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(W1 OOOft)Headloss (ft) 576 606.12.PVC Open 107.820.820.48 577 326.12.PVC Open 107.820.48 820.47 578 16.PVC Open 33.820.47 820.47 579 125.12.PVC Open 73.820.47 820.47 580 48.PVC Open 820.47 820.47 581 307.12.PVC Open 49.820.47 820.46 582 252.PVC Open 12.820.47 820.46 583 906.PVC Open 11.820.46 820. 584 151.PVC Open 14.820.46 820.46 585 259.12.PVC Open 28.42 820.46 820.46 586 471.12.PVC Open 14.820.46 820.46 588 320.PVC Open 43.752.752. 589 481.PVC Open 79.752.752. 590 480.PVC Open 752.752. 591 500.PVC Open 752.752. 592 334.PVC Open 55.752.752. 593 250.PVC Open 752.752. 594 832.PVC Open 752.752. 595 350.PVC Open 30.752.752. 596 325.PVC Open 752.752. 597 223.PVC Open 752.752. 598 460.PVC Open 40.752.752. 599 540.12.PVC Open 101.752.752. 600 660.PVC Open 10.752.752. 601 160.PVC Open 36.752.752. 602 120.PVC Open 752.752. 603 200.PVC Open 29.752.752. 604 375.PVC Open 10.752.752. 605 500.PVC Open 14.752.752. 606 466.PVC Open 743.743. 607 121.PVC Open 223.743.743. 608 308.PVC Open 208.743.742. 609 198.12.PVC Open 686.743.2,742. 610 199.PVC Open 90.747.747. 611 673.PVC Open 88.747.747. 612 91.PVC Open 747.747. 613 354.PVC Open 92.752.752. 614 739.12.PVC Open 776.776. 615 878.12.PVC Open 776.776. 616 642.12.PVC Open 776.776. 617 35.PVC Open 747.747. 618 246.PVC Open 750.750. 619 179.PVC Open 120.751.751.51 620 215.PVC Open 752.752. 621 780.PVC Open 752.752. 622 123.PVC Open 752.752. P-623 286.PVC Open 752.2,752. 624 160.PVC Open 752.752. 625 660.PVC Open 13.47 752.752. 626 225.PVC Open 14.752.752. 627 357.PVC Open 32.752.752.Title: INITIAL RUN Project Engineer: DMCw:\...\2006 approved developments well 4 off.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:11 :29 ~entley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 12 of 16 Scenario: 2006 APPROVED DEV. WELL 4 OFF Fire Flow Analysis Pipe Report Label Length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure (ft)(in)Status Williams (gpm)(ft/s)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(ft/1000ft)Headless (ft) 628 114.PVC Open 752.752. 629 395.PVC Open 37.752.752. 630 97.PVC Open 752.752. 631 305.PVC Open 44.752.752. 632 280.PVC Open 35.752.752. 633 380.PVC Open 752.752. 634 316.PVC Open 90.751.751. 635 230.PVC Open 59.751.751. 636 60.PVC Open 69.0.44 751.751. 637 602.PVC Open 18.751.751. 638 650.PVC Open 25.751.751. 639 346.PVC Open 67.0.43 750.750. 640 269.PVC Open 143.750.750.0.44 641 215.PVC Open 87.750.750. 642 245.PVC Open 60.750.750. 643 325.PVC Open 53.750.750. 644 190.PVC Open 78.750.750. 645 503.PVC Open 56.750.750. 646 268.PVC Open 53.750.750. 647 349.PVC Open 43.750.750. 648 172.PVC Open 750.750. 649 299.PVC Open 25.40 750.750. 650 355.PVC Open 750.750. 651 265.PVC Open 19.750.750. 652 260.PVC Open 30.750.750. 653 432.PVC Open 2,750.750. 654 153.PVC Open 23.750.750. 655 154.PVC Open 48.750.750. 656 96.PVC Open 44.750.750. 657 191.00 PVC Open 71.0.45 750.750. 658 46.PVC Open 134.750.750. 659 352.PVC Open 63.750.750. 660 566.PVC Open 26.750.750. 661 219.PVC Open 90.750.750. 662 175.PVC Open 750.750. 663 197.PVC Open 750.750. 664 259.PVC Open 2.45 2,750.750. 665 637.PVC Open 44.823.823. 666 120.PVC Open 35.823.823. 667 504.PVC Open 823.823. 668 167.PVC Open 823.823. 669 251.PVC Open 11.823.823. 670 104.PVC Open 823.823. 671 231.PVC Open 16.823.823. 672 341.PVC Open 11.823.823. 673 337.PVC Open 31.823.823. 674 285.PVC Open 823.823. 675 199.PVC Open 823.823. 676 283.PVC Open 40.823.823. 677 397.PVC Open 19.823.823. 678 865.PVC Open 823.823.Title: INITIAL RUN Project Engineer: DMC W:\...\2006 approved developments well 4 off.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:11:29I!\1\lBentley Systems. Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 13 of 16 Scenario: 2006 APPROVED DEV. WELL 4 OFF Fire Flow Analysis Pipe Report label length Dia Material eontroi Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure (ft)(in)Status Williams (gpm)(ft/s)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(ft/1000ft)Headloss (ft) 679 123.pve Open 823.823. 680 231.pve Open 823.823. 681 142.pve Open 21.823.823. 682 166.pve Open 823.823. 683 818.pve Open 820.820. 684 325.12.pve Open 414.753.753.48 0.42 685 51.pve Open 14.820.820.46 686 53.pve Open 14.820.46 820.46 687 22.pve Open 638.749.748.32. 688 146.12.pve Open 399.749.749. 689 70.12.pve Open 392.749.749. 691 524.pve Open 24.748.748. 692 113.pve Open 748.748. 693 166.pve Open 749.749. 694 689.pve Open 24.48 748.748. 695 356.12.pve Open 660.749.748. 696 63.12.pve Open 636.41 748.748. 697 126.pve Open 748.748. 698 248.12.pve Open 636.40 748.748. 699 173.pve Open 14.748.748. 700 11.pve Open 748.748. 701 280.pve Open 14.748.748. 702 156.pve Open 748.748. 703 299.pve Open 748.748. 704 279.pve Open 748.748. 705 582.12.pve Open 622.748.747. 706 10.pve Open 747.747. 707 1,401.12.pve Open 619.747.746. 708 201.pve Open 746.746. 709 14.pve Open 746.746. 710 132.12.pve Open 617.746.746.45 711 335.12.pve Open 295.746.746. 712 323.12.pve Open 746.746. 713 228.12.pve Open 295.746.746. 714 12.pve Open 746.746. P- 715 163.12.pve Open 295.746.746. p- 716 160.pve Open 746.746. 718 620.pve Open 97.745.745. 719 471.12.pve Open 750.750. 720 153.12.pve Open 750.750. 721 14.12.pve Open 750.750. 722 051.12.pve Open 750.750. 723 141.12.pve Open 750.750. p- 724 320.12.pve Open 750.750. 725 502.12.pve Open 750.750. 726 214.12.pve Open 750.750. 727 372.pve Open 50.768.768. 728 156.pve Open 14.768.768. 729 708.pve Open 23.768.768. 730 797.pve Open 12.760.760. 731 160.pve Open 15.2,760.760.Title: INITIAL RUN Project Engineer: DMC W:\...\2006 approved developments well 4 off.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:11 :29 l!WBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 14 of 16 Scenario: 2006 APPROVED DEV. WELL 4 OFF Fire Flow Analysis Pipe Report Label Length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure (ft)(in)Status Williams (gpm)(ft/s)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(ft/1000ft)Headloss (ft) 732 48.12.PVC Open 749.749. 733 425.PVC Open 77.0.49 751.752. 735 62.12.PVC Open 751.751. 736 65.12.PVC Open 751.751. 737 33.PVC Open 751.751. 738 136.PVC Open 750.750. 739 392.12.PVC Open 230.752.752. 740 14.PVC Open 1.45 752.752. 741 414.12.PVC Open 232.752.752. 742 275.PVC Open 94.752.752. 743 120.PVC Open 74.0.48 751.751. 744 43.12.PVC Open 672.822.822. 747 566.12.PVC Open 1,499.757.749. 749 50.96.PVC Open 518.2,422.2,422. 751 37.PVC Open 749.749. 752 42.PVC Open 749.749. 753 697.PVC Open 27.752.752. 754 420.PVC Open 751.751. P- 755 452.PVC Open 752.752. P- 756 895.PVC Open 825.825. 757 777.PVC Open 825.825. 758 967.PVC Open 825.825. 759 920.PVC Open 138.748.40 748.0.41 760 830.12.PVC Open 32.752.752. 762 30.PVC Open 741.43 741.43 763 833.12.PVC Open 15.747.747. 764 330.PVC Open 383.2.45 741.43 740. 765 140.Steel Open 435.543.541.13. 766 12.PVC Open 414.820.820. 767 356.PVC Open 383.742.42 741.43 P- 768 239.12.PVC Open 739.739. 769 12.PVC Open 747.747. 844 254.12.PVC Open 662.822.821. 845 230.12.PVC Open 663.47 822.43 822. 846 188.12.PVC Open 664.822.822.43 847 383.PVC Open 821.821. 848 176.PVC Open 822.822. 849 168.PVC Open 822.43 822.43 900 587.12.PVC Open 270.830.43 828. 901 Steel Open 559.753.48 753.47 904 143.12.PVC Open 747.747. 906 60.12.PVC Open 945.777.777. 907 798.PVC Open 518.829.757.39.71. 950 171.PVC Open 752.752. 954 23.64.PVC Open 338.574.574. 958 76.PVC Open 25.748.748. 959 345.PVC Open 163.748.747. 960 37.PVC Open 160.43 747.747. 964 139.12.PVC Open 295.746.745. 965 21.12.PVC Open 747.747. 968 673.PVC Open 741.43 741.43Title: INITIAL RUN Project Engineer: DMC W:\...\2006 approved developments well 4 off.wed WaterCAD v7.0 (07.00.049.00) 01/17/07 12:11 :29 mlBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA + 1-203-755-1666 Page 15 of 16 Scenario: 2006 APPROVED DEV. WELL 4 OFF Fire Flow Analysis Pipe Report Label Length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure (ft)(in)Status Williams (gpm)(ft/s)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(ft/1000ft)Headloss (ft) 971 601.PVC Open 28.752.752. 972 79.PVC Open 752.752. 973 180.PVC Open 31.752.752. 974 904.PVC Open 10.752.752. 975 179.PVC Open 10.752.752. 976 344.PVC Open 752.752. 977 178.PVC Open 752.752. 978 629.PVC Open 383.2.45 744.742.42 979 592.PVC Open 383.2.45 745.744. 980 752.PVC Open 383.2.45 740.48 738. 981 PVC Open 270.738.2,738.28. 982 100.12.PVC Open 383.740.740. 984 126.12.PVC Open 339.749.749. 985 103.PVC Open 749.749. 986 207.PVC Open 749.749. 987 32.PVC Open 753.48 753.48 988 415.PVC Open 54.749.749. 989 710.PVC Open 272.747.42 746.1.46 990 846.12.PVC Open 460.749.749.0.44 991 19.PVC Open 272.746.746.1.46 992 269.12.PVC Open 186.45 749.749. 993 340.12.PVC Open 186.45 749.749. 994 67.12.PVC Open 186.45 749.749. 995 230.12.PVC Open 76.749.749. 996 172.12.PVC Open 76.749.749. 997 147.PVC Open 54.749.749. 998 54.PVC Open 11.40 749.749. 999 190.12.PVC Open 66.749.749. 1000 80.12.PVC Open 10.749.749. 1001 141.12.PVC Open 10.749.749. 1002 262.12.PVC Open 10.749.749. 1003 11.12.PVC Open 10.749.749. 1005 258.12.PVC Open 285.749.749. 1006 84.12.PVC Open 274.46 749.749. 1007 290.12.PVC Open 274.46 749.749. 1008 716.PVC Open 28.823.823. 1014 443.PVC Open 731.763.767.43 1015 162.PVC Open 731.767.43 768. 1029 716.12.PVC Open 746.746. 1030 229.12.PVC Open 746.746. 1031 211.12.PVC Open 746.746. 1032 536.PVC Open 1.47 752.752. Title: INITIAL RUN Project Engineer: DMC w:\...\2006 approved developments well 4 off.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:11:29IID\lBentley Systems, Inc. Haestad Methods Solution Center Watertown. CT 06795 USA +1-203-755-1666 Page 16 of 16 Scenario: 2006 APPROVED DEV. WELL 4 OFF Fire Flow Analysis Pump Report label Discharge Control Elevation Intake Pump Discharge Calculated (gpm)Status (ft)Pump Head Pump Water Grade (ft)Grade Power (ft)(ft)(Hp) PMP-559.534.534.219.753.48 30. PMP-435.543.541.71.612. PMP-123.610.610.142.753.4.44 PMP-157.40 610.610.142.753. PMP-158.610.610.142.753. PMP-338.624.574.178.753.15. PMP-Off 399.2,419.747. PMP-945.2,473.2,493.283.777.47 67. PMP-518.Fixed Speed Override 372.2,422.407.829.156. PMP-Boost 270.Fixed Speed Override 640.738.92.830.43 29. Title: INITIAL RUN Project Engineer: DMC w:\...\2006 approved developments well 4 off.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12: 11 :46 lID\IBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA + 1-203-755-1666 Page 1 of 1 Scenario: 2006 APPROVED DEV. WELL 4 OFF Fire Flow Analysis Tank Report label Base Minimum Initial Maximum Inactive Tank Inflow Current Calculated Calculated Elevation Elevation HGl Elevation Volume Diameter (gpm)Status Hydraulic Grade Percent (ft)(ft)(ft)(ft)(gal)(ft)(ft)Full (%) 610.610.611.618.N/A Draining 611. Title: INITIAL RUN Project Engineer: DMC w:\...\2006 approved developments well 4 off.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12: 11 :58 ~entley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 1 Scenario: 2006 APPROVED DEV. WELL 4 OFF Fire Flow Analysis Valve Report label Elevation Diameter Control Discharge From Headloss Calculated (ft)(in)Status (gpm)HGL HGl (ft)Pressure (ft)(ft)Setting (psi) FCV-Hwy 55 602.12.Closed 820.48 739. FCV-5 Southhampton 652.Closed 753.48 820. FCV-6 GREAT SKY Wy 569.12.Inactive 747.747. TCV-Horse Shoe Bend 620.Throttling 383.742.42 742.42 PSV-1 Floating Feather 653.12.Throttling 414.820.753.66.72. TCV-State at Well 4 565.12.Closed 750.747. PSV-Gladestone 572.Inactive 272.746.746.55. Title: INITIAL RUN Project Engineer: DMC W:\...\2006 approved developments well 4 off.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:12:08 (gNBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 1 2006 Scenario wi Approved Developments Well #6 Off Scenario: 2006 APPROVED DEV. WELL 6 OFF Title: INITIAL RUN Project Engineer: DMC w:\...\2006 approved developments well 6 off.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:00:44 ID\JBentley Systems, Inc. Haestad Methods Solution Center Watertown. CT 06795 USA +1-203-755-1666 Page 1 of 1 Scenario: 2006 APPROVED DEV. WELL 6 OFF Fire Flow Analysis Fire Flow Report label Satisfies Base Flow Needed Total Calculated Calculated Calculated AvailableFire Flow (gpm)Fire Flow Flow Residual Minimum Minimum FireConstraints?(gpm)Needed Pressure Zone Zone Flow(gpm) (g) Junction Pressure (gpm) Total (g) (psi) Flow Total Needed Flow (psi)Needed false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A true 500.501.46.587 20.576. true 500.502.48.587 20.578. false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A true 94.500.594.51.587 20.577.49 false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A true 1 ,500.500.51.587 20.576. true 500.509.51.587 20.578. true 15.500.515.51.587 20.579. true 4.44 500.504.44 52.587 20.580.45 false N/A N/A N/A N/A N/A false 10.N/A N/A N/A N/A N/A true 500.506.53.587 20.578. true 500.501.53.587 20.577. false N/A N/A N/A N/A N/A true 500.505.50.41 587 20.575.40 true 500.500.51.587 20.573. true 500.507.52.587 20.574. false 11.N/A N/A N/A N/A N/A true 5.46 500.505.46 53.587 20.576. true 500.500.51.587 20.574. false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A true 14.500.514.51.587 20.579.45 true 12.43 500.512.43 53.587 20.580. false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A true 11.500.511.43.587 20.598. faise N/A N/A N/A N/A N/A true 500.503.36.587 20.614. false 10.N/A N/A N/A N/A N/A false 4.44 N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A true 1 ,500.503.37.587 20.607.48 false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A true 500.500.43.587 20.595. true 500.509.47.5S?20.1 "'QQ """ . ,~~~,~~ false N/A N/A N/A N/A N/A true 500.1 ,502.40.587 20.607.43 false N/A N/A N/A N/A N/A true 4.44 500.504.44 26.587 20.585. false N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMC W:\...\2006 approved developments well 6 off.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:02:17Im11Bentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 14 Scenario: 2006 APPROVED DEV. WELL 6 OFF Fire Flow Analysis Fire Flow Report label Satisfies Base Flow Needed Total Calculated Calculated Calculated Available Fire Flow (gpm)Fire Flow Flow Residual Minimum Minimum Fire Constraints?(gpm)Needed Pressure Zone Zone Flow (gpm) (g) Junction Pressure (gpm) Total (g) (psi) Flow Total Needed Flow (psi)Needed false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A false 4.45 N/A N/A N/A N/A N/A false 500.1 ,508.587 30.235. false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A true 500.506.35.587 20.601. true 19.500.519.33.587 20.590. false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A true 500.502.21.587 21.539. true 500.509.36.587 20.585. false N/A N/A N/A N/A N/A true 500.509.40.587 20.617. false N/A N/A N/A N/A N/A true 12.500.512.44 35.587 20.594. true 14.500.1 ,514.23.587 20.578. false 4.44 N/A N/A N/A N/A N/A true 26.500.526.35.587 20.578. true 21.500.521.41.587 20.576. false N/A N/A N/A N/A N/A false 17.500.517.19.20.1,462. false 4.44 N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A true 500.503.28.587 20.564. false 4.44 1 ,500.N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A false 4.44 N/A N/A N/A N/A N/A true 10.500.510.27.587 20.558. false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A false 11.500.511.24.587 20.485. false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A true 500.507.24.587 20.524. raise ."..". ."A N/A N/A '""...'"","'" false N/A N/A N/A N/A N/A false 500.1 ,503.12.917 20.277. false 13.N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMC W:\...\2006 approved developments well 6 off.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:02:17I!\NBentley Systems, Inc. Haestad Methods Solution Center Watertown , CT 06795 USA +1-203-755-1666 Page 2 of 14 Scenario: 2006 APPROVED DEV. WELL 6 OFF Fire Flow Analysis Fire Flow Report label Satisfies Base Flow Needed Total Calculated Calculated Calculated Available Fire Flow (gpm)Fire Flow Flow Residual Minimum Minimum Fire Constraints?(gpm)Needed Pressure Zone Zone Flow (gpm) ((!) Junction Pressure (gpm) Total (psi) Flow Total Needed Flow (psi)Needed false N/A N/A N/A N/A N/A false N/A N/A N/A N/A N/A 100 false 500.504.101 20.280. 101 false N/A N/A N/A N/A N/A 102 false N/A N/A N/A N/A N/A 103 false N/A N/A N/A N/A N/A 104 false 500.500.23.917 20.1,496. 105 false N/A N/A N/A N/A N/A 106 false N/A N/A N/A N/A N/A 107 false 10.N/A N/A N/A N/A N/A 108 true 500.507.24.587 20.535. 109 false 4.44 N/A N/A N/A N/A N/A 110 false N/A N/A N/A N/A N/A 111 false N/A N/A N/A N/A N/A 112 false N/A N/A N/A N/A N/A 113 false N/A N/A N/A N/A N/A 114 true 500.1 ,505.24.587 20.535. 115 true 4.44 500.1 ,504.44 43.587 20.1 ,560. 116 true 500.505.27.587 20.512. 117 false N/A N/A N/A N/A N/A 118 false N/A N/A N/A N/A N/A 119 false N/A N/A N/A N/A N/A 120 false 500.1 ,507.26.587 20.461. 121 false 500.507.24.587 20.1 ,431. 122 false N/A N/A N/A N/A N/A 123 false 12.500.512.43 13.125 20.362. 124 false N/A N/A N/A N/A N/A 125 false 14.500.514.0.49 126 21.160. 126 false N/A N/A N/A N/A N/A 127 true 500.500.37.587 20.1 ,646. 128 false 500.501.15.917 20.1 ,384. 131 false N/A N/A N/A N/A N/A 132 false N/A N/A N/A N/A N/A 133 false 12.43 N/A N/A N/A N/A N/A 134 false 10.N/A N/A N/A N/A N/A 135 false 26.N/A N/A N/A N/A N/A 136 false N/A N/A N/A N/A N/A 137 false 1.78 N/A N/A N/A N/A N/A 138 false 10.500.N/A N/A N/A N/A N/A 139 false N/A N/A N/A N/A N/A 140 true 500.500.39.47 587 20.574.41 141 false N/A N/A N/A N/A N/A 142 true SOO.r:::1"\'7 Ar::: ')n Jo5S?20.r:::77 ,)A"...Nf.~v. "-'" V" . "-~ 143 false N/A N/A N/A N/A N/A 144 false N/A N/A N/A N/A N/A 145 false N/A N/A N/A N/A N/A 146 false N/A N/A N/A N/A N/A 147 false N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMC W:\...\2006 approved developments well 6 off.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:02:17 mlBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 3 of 14 Scenario: 2006 APPROVED DEV. WELL 6 OFF Fire Flow Analysis Fire Flow Report Label Satisfies Base Flow Needed Total Calculated Calculated Calculated Available Fire Flow (gpm)Fire Flow Flow Residual Minimum Minimum Fire Constraints?(gpm)Needed Pressure Zone Zone Flow (gpm)Junction Pressure (gpm) Total (g) (psi) Flow Total Needed Flow (psi)Needed 148 false 500.509.24.587 20.1,470. 149 false 26.500.526.23.587 20.1,477. 150 false 500.N/A N/A N/A N/A N/A 151 false 11.500.511.26.587 20.1 ,465. 152 false 12.43 1 ,500.512.43 25.587 20.1,463. 153 false 4.45 500.1 ,504.45 25.587 20.1 ,462. 154 false 12.43 500.512.43 16.155 22.1 ,454. 155 false 15.500.515.16.156 20.1,449. 156 false 500.500.12.42 155 23.44 399. 157 false N/A N/A N/A N/A N/A 158 false 22.500.1 ,522.161 28.257. 159 false 18.500.518.10.161 20.148.43 160 false 500.1 ,501.161 20.329. 161 false 12.43 500.512.43 14.640 20.126. 162 false N/A N/A N/A N/A N/A 163 false 6.44 500.506.179 20.328. 164 false 14.500.514.165 20.290. 165 false N/A N/A N/A N/A N/A 166 false 4.44 N/A N/A N/A N/A N/A 167 false 500.506.166 20.283. 168 false 500.501.25 171 20.1 ,285. 169 false 4.44 N/A N/A N/A N/A N/A 170 false N/A N/A N/A N/A N/A 171 false N/A N/A N/A N/A N/A 172 false 500.1 ,506.179 20.274. 173 false N/A N/A N/A N/A N/A 174 false 500.501.175 22.186. 175 false N/A N/A N/A N/A N/A 176 false N/A N/A N/A N/A N/A 177 false 14.N/A N/A N/A N/A N/A 178 false N/A N/A N/A N/A N/A 179 false 24.N/A N/A N/A N/A N/A 180 false N/A N/A N/A N/A N/A 181 false N/A N/A N/A N/A N/A 182 false N/A N/A N/A N/A N/A 183 false N/A N/A N/A N/A N/A 18~false 500.1 ,503.30.185 20.049. 185 false N/A N/A N/A N/A N/A 186 false 500.507.67.185 33.907. 187 false 500.500.35.185 21.032. 188 false N/A N/A N/A N/A N/A 189 false N/A N/A N/A N/A N/A 190 faise ., IA ~J/A .,IA N/A N/A"'1"1 ",n ",n 191 false 500.503.23.196 20.067. 192 false N/A N/A N/A N/A N/A 193 false 4.44 N/A N/A N/A N/A N/A 194 false 500.504.44 24.196 20.063. 195 false 22.N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMC w:\...\2006 approved developments well 6 off.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:02:17 EID\lBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 4 of 14 Scenario: 2006 APPROVED DEV. WELL 6 OFF Fire Flow Analysis Fire Flow Report label Satisfies Base Flow Needed Total Calculated Calculated Calculated AvailableFire Flow (gpm)Fire Flow Flow Residual Minimum Minimum Fire Constraints?(gpm)Needed Pressure Zone Zone Flow (gpm)(1!)Junction Pressure (gpm) Total (1!)(psi) Flow Total Needed Flow (psi)Needed 196 false 4.45 N/A N/A N/A N/A N/A 197 false 20.500.520.179 20.154. 198 false N/A N/A N/A N/A N/A 199 false N/A N/A N/A N/A N/A 200 false N/A N/A N/A N/A N/A 201 false N/A N/A N/A N/A N/A 202 false N/A N/A N/A N/A N/A 203 false N/A N/A N/A N/A N/A 204 false N/A N/A N/A N/A N/A 205 false N/A N/A N/A N/A N/A 206 false N/A N/A N/A N/A N/A 201 false N/A N/A N/A N/A N/A 208 false N/A N/A N/A N/A N/A 209 false N/A N/A N/A N/A N/A 210 false N/A N/A N/A N/A N/A 211 false N/A N/A N/A N/A N/A 212 false N/A N/A N/A N/A N/A 213 false N/A N/A N/A N/A N/A 214 false N/A N/A N/A N/A N/A 215 false 10.N/A N/A N/A N/A N/A 216 true 500.507.45.587 20.575. 217 false N/A N/A N/A N/A N/A 218 true 1 ,500.501.50.587 20.573. 219 false 22.N/A N/A N/A N/A N/A 220 true 500.500.47.587 20.568. 221 true 500.500.44.587 20.566. 222 false N/A N/A N/A N/A N/A 223 false 0.45 N/A N/A N/A N/A N/A 224 true 500.501.43.587 20.566. 225 true 1 ,500.504.44.587 20.564. 226 true 1 ,500.1 ,508.35.587 20.560. 227 true 15.500.515.37.587 20.550. 228 false 11.N/A N/A N/A N/A N/A 229 true 500.507.31.587 20.550. 230 true 500.509.30.587 20.550. 231 false N/A N/A N/A N/A N/A 232 true 15.500.515.33.587 20.550. 233 true 500.507.32.587 20.550. 234 false 11.N/A N/A N/A N/A N/A 235 false N/A N/A N/A N/A N/A 236 false 12.43 N/A N/A N/A N/A N/A 237 false N/A N/A N/A N/A N/A 238 true 500.500.80.58?20.(\11'7 u~, . 239 false 2.43 N/A N/A N/A N/A N/A 240 false 23.N/A N/A N/A N/A N/A 241 false N/A N/A N/A N/A N/A 242 false 4.44 N/A N/A N/A N/A N/A 243 true 500.506.77.587 20.910.Title: INITIAL RUN Project Engineer: DMC w:\...\2006 approved developments well 6 off.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:02:17IID11Bentley Systems, Inc. Haestad Methods Solution Center Watertown , CT 06795 USA +1-203-755-1666 Page 5 of 14 Scenario: 2006 APPROVED DEV. WELL 6 OFF Fire Flow Analysis Fire Flow Report label Satisfies Base Flow Needed Total Calculated Calculated Calculated Available Fire Flow (gpm)Fire Flow Flow Residual Minimum Minimum FireConstraints?(gpm)Needed Pressure Zone Zone Flow (gpm)(1!1 Junction Pressure (gpm) Total (1!1 (psi) Flow Total Needed Flow (psi)Needed 244 true 10.500.510.78.49 587 20.889. 245 false N/A N/A N/A N/A N/A 246 true 500.508.78.587 20.905. 247 false N/A N/A N/A N/A N/A 248 true 500.507.77.587 20.888. 249 true 500.505.76.46 587 20.903.46 250 false N/A N/A N/A N/A N/A 251 true 500.507.75.587 20.846.40 252 false N/A N/A N/A N/A N/A 253 false N/A N/A N/A N/A N/A 254 false N/A N/A N/A N/A N/A 255 false N/A N/A N/A N/A N/A 256 false N/A N/A N/A N/A N/A 257 false N/A N/A N/A N/A N/A 258 false N/A N/A N/A N/A N/A 259 false N/A N/A N/A N/A N/A 260 false 500.502.18.587 20.369. 261 false N/A N/A N/A N/A N/A 262 false 4.44 N/A N/A N/A N/A N/A 263 false 4.44 N/A N/A N/A N/A N/A 26L false 500.1 ,508.16.587 20.369. 265 false N/A N/A N/A N/A N/A 266 false 15.500.515.15.267 20.367. 267 false 4.44 N/A N/A N/A N/A N/A 268 false 13.500.513.20.42 587 20.364. 269 false 500.507.20.587 20.361. 270 false 10.500.510.19.587 20.360. 271 false 500.1 ,502.17.587 20.360. 272 false N/A N/A N/A N/A N/A 273 false 500.507.16.40 587 20.360. 274 false N/A N/A N/A N/A N/A 275 false 500.509.17.44 587 20.360. 276 false 13.500.513.15.47 587 20.360. 277 false 12.43 N/A N/A N/A N/A N/A 278 false 17.500.517.15.43 587 20.360. 279 false N/A N/A N/A N/A N/A 280 false N/A N/A N/A N/A N/A 281 false N/A N/A N/A N/A N/A 282 false 10.N/A N/A N/A N/A N/A 283 true 500.1 ,503.38.587 20.685. 284 false 4.44 N/A N/A N/A N/A N/A 285 true 500.500.41.587 20.685. 286 false N/A !'YA N/A N/A NIp. 287 true 500.509.57.587 20.685. 288 true 14.500.514.56.42 587 20.685. 289 true 500.506.55.587 20.685. 290 true 4.44 500.1 ,504.44 49.587 20.686. 291 false N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMC W:\...\2006 approved developments well 6 off.wcd WaterCAD v7.0 (07.00.049.001 01/17/07 12:02:17IID1JBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 6 of 14 Scenario: 2006 APPROVED DEV. WELL 6 OFF Fire Flow Analysis Fire Flow Report label Satisfies Base Flow Needed Total Calculated Calculated Calculated Available Fire Flow (gpm)Fire Flow Flow Residual Minimum Minimum Fire Constraints?(gpm)Needed Pressure Zone Zone Flow (gpm)(1!)Junction Pressure (gpm) Total (1!)(psi) Flow Total Needed Flow (psi)Needed 292 false N/A N/A N/A N/A N/A 293 false N/A N/A N/A N/A N/A 294 false N/A N/A N/A N/A N/A 295 true 500.502.83.587 20.298. 296 false N/A N/A N/A N/A N/A 297 false N/A N/A N/A N/A N/A 298 true 500.500.57.587 20.704. 299 false N/A N/A N/A N/A N/A 300 false N/A N/A N/A N/A N/A 301 false N/A N/A N/A N/A N/A 302 false N/A N/A N/A N/A N/A 303 true 500.500.58.587 20.705. 304 false N/A N/A N/A N/A N/A 305 true 13.500.513.59.587 20.705. 306 true 14.500.514.60.587 20.705. 307 true 500.509.62.587 20.705. 308 true 500.509.59.587 20.691. 309 true 15.500.515.65.587 20.721. 310 true 23.500.523.65.587 20.732. 311 false N/A N/A N/A N/A N/A 312 false 250.N/A N/A N/A N/A N/A 313 false N/A N/A N/A N/A N/A 314 true 500.500.56.587 20.704. 315 false N/A N/A N/A N/A N/A 316 false N/A N/A N/A N/A N/A 317 false N/A N/A N/A N/A N/A 318 true 13.500.513.46.587 20.591. 319 false 12.43 N/A N/A N/A N/A N/A 320 false 10.N/A N/A N/A N/A N/A 321 true 16.500.516.72.587 20.756. 322 false N/A N/A N/A N/A N/A 323 true 500.507.72.587 20.514. 325 false N/A N/A N/A N/A N/A 326 true 500.500.80.587 20.915. 327 false N/A N/A N/A N/A N/A 328 true 4.44 500.504.44 50.587 32.024. 329 false N/A N/A N/A N/A N/A 330 true 500.506.72.587 20.909. 331 false N/A N/A N/A N/A N/A 332 false N/A N/A N/A N/A N/A 333 false N/A N/A N/A N/A N/A 334 true 500.509.72.587 20.830. 335 false N/A !'l/.f!.N/A N/A Nil'. 336 true 500.507.74.587 20.829. 337 true 500.507.75.587 20.820. 338 true 500.505.75.587 20.832. 339 false N/A N/A N/A N/A N/A 340 false N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMC w:\...\2006 approved developments well 6 off.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:02:17IID11Bentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 7 of 14 Scenario: 2006 APPROVED DEV. WELL 6 OFF Fire Flow Analysis Fire Flow Report label Satisfies Base Flow Needed Total Calculated Calculated Calculated AvailableFire Flow (gpm)Fire Flow Flow Residual Minimum Minimum FireConstraints?(gpm)Needed Pressure Zone Zone Flow (gpm) (g) Junction Pressure (gpm) Total (g) (psi) Flow Total Needed Flow (psi)Needed 341 true 500.506.75.587 20.778. 342 false 4.44 N/A N/A N/A N/A N/A 343 true 1 ,500.506.74.587 20.730. 344 true 1 ,500.508.72.587 20.583. 345 false 11.11 N/A N/A N/A N/A N/A 346 true 500.1 ,505.56.587 20.685. 347 true 4.44 500.504.44 52.587 20.685. 348 false 12.43 N/A N/A N/A N/A N/A 349 false N/A N/A N/A N/A N/A 350 true 500.507.52.587 20.685. 351 false 500.N/A N/A N/A N/A N/A 352 false 12.43 500.N/A N/A N/A N/A N/A 353 true 500.503.54.587 28.501. 354 true 11.500.511.47.587 20.673. 355 false 500.N/A N/A N/A N/A N/A 356 false 500.N/A N/A N/A N/A N/A 357 true 10.500.510.44.587 20.658. 358 false 500.N/A N/A N/A N/A N/A 359 false 500.N/A N/A N/A N/A N/A 360 true 500.500.28.587 26.605. 361 false 500.500.21.196 20.078. 364 false 500.N/A N/A N/A N/A N/A 365 false 500.N/A N/A N/A N/A N/A 366 false 500.N/A N/A N/A N/A N/A 367 false 500.N/A N/A N/A N/A N/A 368 false 500.N/A N/A N/A N/A N/A 369 false 1.05 500.N/A N/A N/A N/A N/A 370 true 1 ,500.500.65.587 25.750. 371 false 17.500.N/A N/A N/A N/A N/A 372 true 1 ,500.508.48.587 20.573. 373 false 1 ,500.N/A N/A N/A N/A N/A 374 false 500.N/A N/A N/A N/A N/A 375 false 500.N/A N/A N/A N/A N/A 376 false 13.500.N/A N/A N/A N/A N/A 377 false 500.N/A N/A N/A N/A N/A 378 false 11.500.N/A N/A N/A N/A N/A 379 false 1 ,500.N/A N/A N/A N/A N/A 380 false 12.500.N/A N/A N/A N/A N/A 381 true 1.48 500.1 ,501.48 32.587 20.593. 382 false 500.N/A N/A N/A N/A N/A 383 false 500.N/A N/A N/A N/A N/A 384 true 500.505.51.40 587 20.572.46 385 true 500.500.47.587 20.1 """-7 ~~, . 386 true 16.500.516.48.587 20.571. 387 false 1.58 500.N/A N/A N/A N/A N/A 388 false 500.N/A N/A N/A N/A N/A 389 true 500.500.49.587 20.567.46 390 false 500.N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMC W:\...\2006 approved developments well 6 off.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:02:17 !!11IIBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1.203-755-1666 Page 8 of 14 Scenario: 2006 APPROVED DEV. WELL 6 OFF Fire Flow Analysis Fire Flow Report label Satisfies Base Flow Needed Total Calculated Calculated Calculated AvailableFire Flow (gpm)Fire Flow Flow Residual Minimum Minimum Fire Constraints?(gpm)Needed Pressure Zone Zone Flow (gpm)Junction Pressure (gpm) Total (psi) Flow Total Needed Flow (psi)Needed 391 true 500.500.24.587 20.559. 392 true 500.507.48.587 20.568. 393 false 500.N/A N/A N/A N/A N/A 394 true 500.500.48.587 20.568. 395 true 500.500.48.587 20.568. 396 false 500.N/A N/A N/A N/A N/A 397 false 500.N/A N/A N/A N/A N/A 398 true 500.500.50.587 20.568. 399 true 16.500.516.49.587 20.567. 400 true 12.500.512.47.587 20.567. 401 true 500.500.47.587 20.566. 402 true 500.502.48.587 20.567. 403 true 500.500.49.587 20.567. 404 true 500.1 ,500.45.42 587 20.567. J-405 false 500.N/A N/A N/A N/A N/A 406 false 500.N/A N/A N/A N/A N/A 407 false 500.N/A N/A N/A N/A N/A 408 false 500.N/A N/A N/A N/A N/A 409 false 500.N/A N/A N/A N/A N/A 410 false 500.N/A N/A N/A N/A N/A 411 true 500.506.29.587 20.565. 412 true 11.500.511.37.587 20.574. 413 true 4.44 500.504.44 39.587 20.577. 414 true 500.1 ,503.37.587 20.645. 415 true 500.507.36.587 20.641.46 416 false 500.N/A N/A N/A N/A N/A 417 false 500.N/A N/A N/A N/A N/A 418 true 500.509.33.587 20.550. 419 true 500.507.33.587 20.550. 420 false 11.54 500.N/A N/A N/A N/A N/A 421 true 14.500.514.24.587 20.550. 422 true 500.500.25.587 20.550. 423 false 4.44 500.N/A N/A N/A N/A N/A 424 false 500.N/A N/A N/A N/A N/A 425 false 500.N/A N/A N/A N/A N/A 426 false 500.N/A N/A N/A N/A N/A 427 false 500.N/A N/A N/A N/A N/A 428 false 500.N/A N/A N/A N/A N/A 429 false 500.N/A N/A N/A N/A N/A 430 false 500.N/A N/A N/A N/A N/A 431 false 500.N/A N/A N/A N/A N/A 432 false 500.N/A N/A N/A N/A N/A 433 false 500.N!A N!A N!A !'-!fA Nt. 434 false N/A N/A N/A N/A N/A 435 false 500.N/A N/A N/A N/A N/A 436 true 500.503.56.587 20.328. 437 true 500.501.53.587 26.184.45 438 false N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMC w:\...\2006 approved developments well 6 off.wed WaterCAD v7.0 (07.00.049.00)01/17/07 12:02:17IID1lBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 9 of 14 Scenario: 2006 APPROVED DEV. WELL 6 OFF Fire Flow Analysis Fire Flow Report label Satisfies Base Flow Needed Total Calculated Calculated Calculated AvailableFire Flow (gpm)Fire Flow Flow Residual Minimum Minimum FireConstraints?(gpm)Needed Pressure Zone Zone Flow (gpm)Junction Pressure (gpm) Total (1j)(psi) Flow Total Needed Flow (psi)Needed 439 true 500.501.30.587 36.644.41 440 true 500.500.40.587 26.812.41 441 false 10.NfA NfA NfA NfA NfA 442 false NfA NfA NfA NfA NfA 443 false 500.506.587 20.571. 444 true 500.500.49.587 20.571. 445 false NfA NfA NfA NfA NfA 446 true 500.507.49.587 20.571. 447 true 500.500.48.587 20.571. 448 true 500.500.44.587 20.571. 449 true 500.501.43.587 20.571. 450 false NfA NfA NfA NfA NfA 451 false 500.500.587 20.570. 452 false NfA NfA NfA NfA NfA 453 true 500.500.48.587 20.570. 454 false NfA NfA NfA NfA NfA 455 false NfA NfA NfA NfA NfA 456 true 1 ,500.501.47.587 20.569. 457 true 500.500.47.587 20.570. 458 false NfA NfA NfA NfA NfA 459 true 500.500.44.5S7 20.570. 460 false 500.500.587 20.570. 461 false NfA NfA NfA NfA NfA 462 false NfA NfA NfA NfA NfA 463 true 500.500.37.48 587 20.570. 464 true 500.500.39.587 20.570. 465 false NfA NfA NfA NfA NfA 466 true 1 ,500.500.41.587 20.570. 467 false NfA NfA NfA NfA NfA 468 true 500.500.34.587 20.570.48 469 false 500.500.23.470 20.570. 470 true 500.500.35.587 20.570. 471 false NfA NfA NfA NfA NfA 472 false NfA NfA NfA NfA NfA 473 false NfA NfA NfA NfA NfA 474 false NfA NfA NfA NfA NfA 475 false NfA NfA NfA NfA NfA 476 true 500.500.40.587 20.571. 477 false NfA NfA NfA NfA NfA 478 false NfA NfA NfA NfA NfA 479 false NfA NfA NfA NfA NfA 480 false NfA NfA NfA NfA NfA 481 false N/.N/l\N/A N/A NlA 482 true 500.500.49.587 20.570. 483 false NfA NfA NfA NfA NfA 484 false NfA NfA NfA NfA NfA 485 true 500.500.47.587 20.570. 486 false NfA NfA NfA NfA NfATitle: INITIAL RUN Project Engineer: DMC w:\...\2006 approved developments well 6 off. wed WaterCAD v7.0 (07.00.049.00)01/17/07 12:02:17 lID\IBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 10 of 14 Scenario: 2006 APPROVED DEV. WELL 6 OFF Fire Flow Analysis Fire Flow Report Label Satisfies Base Flow Needed Total Calculated Calculated Calculated AvailableFire Flow (gpm)Fire Flow Flow Residual Minimum Minimum FireConstraints?(gpm)Needed Pressure Zone Zone Flow (gpm)Junction Pressure (gpm) Total (psi) Flow Total Needed Flow (psi)Needed 487 false N/A N/A N/A N/A N/A J-488 false N/A N/A N/A N/A N/A 489 false N/A N/A N/A N/A N/A 490 false N/A N/A N/A N/A N/A 491 false 4.44 N/A N/A N/A N/A N/A 492 false 4.44 N/A N/A N/A N/A N/A 493 false N/A N/A N/A N/A N/A 494 false N/A N/A N/A N/A N/A 495 false N/A N/A N/A N/A N/A 496 false N/A N/A N/A N/A N/A 497 false 33.N/A N/A N/A N/A N/A 498 false 11.N/A N/A N/A N/A N/A 499 true 500.500.54.587 20.685. 500 true 500.508.55.587 20.685. 501 true 10.500.510.56.587 20.685. 502 true 14.500.514.54.587 20.685. 503 false N/A N/A N/A N/A N/A 504 true 500.500.44.587 20.593. 505 false N/A N/A N/A N/A N/A 506 true 500.500.46.587 20.591. 507 false N/A N/A N/A N/A N/A 508 true 10.500.510.40.587 20.588. 509 false N/A N/A N/A N/A N/A 510 true 500.507.31.587 20.588. 511 true 11.500.511.40.587 20.588. 512 false N/A N/A N/A N/A N/A 513 false N/A N/A N/A N/A N/A 514 true 500.505.37.587 20.585. 515 true 500.507.42.587 20.582. 516 false N/A N/A N/A N/A N/A 517 false N/A N/A N/A N/A N/A 518 true 500.502.36.587 20.585. 519 false N/A N/A N/A N/A N/A 520 true 500.505.36.587 20.585. 521 false N/A N/A N/A N/A N/A 522 true 500.506.70.587 20.563. 523 true 500.1 ,502.61.587 20.564. 524 false 15.N/A N/A N/A N/A N/A 525 true 500.502.32.587 20.550. 527 false N/A N/A N/A N/A N/A 528 false N/A N/A N/A N/A N/A 529 false 11.53 N/A N/A N/A N/A N/A 530 false Nt,1\,NfA NfA .." N/A ""..., 531 false N/A N/A N/A N/A N/A 532 true 500.507.43.587 20.592.41 533 false N/A N/A N/A N/A N/A 534 true 500.507.40.587 20.592. 535 false N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMC W:\...\2006 approved developments well 6 off.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:02:17I!1111Bentley Systems, Inc. Haestad Methods Solution Center Watertown , CT 06795 USA +1-203-755-1666 Page 11 of 14 Scenario: 2006 APPROVED DEV. WELL 6 OFF Fire Flow Analysis Fire Flow Report label Satisfies Base Flow Needed Total Calculated Calculated Calculated AvailableFire Flow (gpm)Fire Flow Flow Residual Minimum Minimum FireConstraints?(gpm)Needed Pressure Zone Zone Flow (gpm)If!!Junction Pressure (gpm) Total If!!(psi) Flow Total Needed Flow (psi)Needed 536 true 4.44 500.504.44 42.587 20.592. 537 false 14.N/A N/A N/A N/A N/A 538 true 1 ,500.502.43.587 20.592. 539 false N/A N/A N/A N/A N/A 540 true 500.505.46.587 20.592. 541 false N/A N/A N/A N/A N/A 542 true 12.43 500.512.43 48.587 20.592.43 543 true 500.505.50.587 20.574. 544 true 8.48 500.508.48 49.587 20.574. 546 true 500.507.46.587 20.574. 547 true 500.502.48.587 20.569. 548 false N/A N/A N/A N/A N/A 549 true 1 ,500.507.46.587 20.568.48 550 true 500.500.45.587 20.568. 551 true 500.500.46.587 20.568. 552 false N/A N/A N/A N/A N/A 553 true 22.500.1 ,522.46.587 20.568.46 554 true 17.500.517.46.49 587 20.568. 555 true 500.509.45.587 20.568. 556 false N/A N/A N/A.N/A N/A 557 false N/A N/A N/A N/A N/A 558 false N/A N/A N/A N/A N/A 559 true 14.500.514.45.587 20.567. 560 false N/A N/A N/A N/A N/A 561 true 500.507.47.587 20.567. 562 true 500.500.47.587 20.567.41 563 false N/A N/A N/A N/A N/A 564 false N/A N/A N/A N/A N/A 565 false N/A N/A N/A N/A N/A 566 false N/A N/A N/A N/A N/A 567 true 500.503.49.587 20.567. 568 false 14.N/A N/A N/A N/A N/A 569 false N/A N/A N/A N/A N/A 570 false 14.N/A N/A N/A N/A N/A 571 true 20.42 500.520.42 56.587 20.704.40 572 true 11.500.511.61.587 20.704. Jc573 false N/A N/A N/A N/A N/A 574 true 500.508.62.587 20.704. 575 false N/A N/A N/A N/A N/A 576 true 11.500.511.58.587 20.704. 577 true 15.500.515.61.587 20.704. 578 false N/A N/A N/A N/A N/A 579 true 13.500.1 1':1"1 "11 61.LI':J:l7 20.7()A 'JI': ,-.-.-.- --'' -~._- 580 false 4.44 N/A N/A N/A N/A N/A 581 false N/A N/A N/A N/A N/A 582 false N/A N/A N/A N/A N/A 583 true 500.503.61.587 20.704. 584 false N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMCw:\...\2006 approved developments well 6 off.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:02:17 &\!Bentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 12 of 14 Scenario: 2006 APPROVED DEV. WELL 6 OFF Fire Flow Analysis Fire Flow Report Label Satisfies Base Flow Needed Total Calculated Calculated Calculated Available Fire Flow (gpm)Fire Flow Flow Residual Minimum Minimum Fire Constraints?(gpm)Needed Pressure Zone Zone Flow (gpm)IfY Junction Pressure (gpm) Total IfY (psi) Flow Total Needed Flow (psi)Needed 585 true 500.500.54.587 20.704. 586 false N/A N/A N/A N/A N/A 587 false 500.507.14.278 24.327. 588 true 500.500.73.587 20.987. 589 false N/A N/A N/A N/A N/A 590 true 1 ,500.500.66.43 587 25.748. 591 false N/A N/A N/A N/A N/A 592 true 1 ,500.500.63.587 26.603.44 593 false 70.N/A N/A N/A N/A N/A 594 false N/A N/A N/A N/A N/A 595 false N/A N/A N/A N/A N/A 596 true 500.500.75.587 20.956. 597 false N/A N/A N/A N/A N/A 598 true 500.500.75.587 20.946. 599 false N/A N/A N/A N/A N/A 600 false N/A N/A N/A N/A N/A 601 false N/A N/A N/A N/A N/A 602 true 500.508.64.587 24.735. 603 false N/A N/A N/A N/A N/A 604 true 500.500.58.587 28.361. 605 true 500.502.74.587 20.924. 606 false N/A N/A N/A N/A N/A 607 true 500.501.76.587 20.878. 608 true 500.500.72.587 20.877. 609 false N/A N/A N/A N/A N/A 610 false N/A N/A N/A N/A N/A 611 false N/A N/A N/A N/A N/A 612 false N/A N/A N/A N/A N/A 613 false N/A N/A N/A N/A N/A 614 false N/A N/A N/A N/A N/A 615 false N/A N/A N/A N/A N/A 616 false N/A N/A N/A N/A N/A 617 false N/A N/A N/A N/A N/A 618 false N/A N/A N/A N/A N/A 619 false N/A N/A N/A N/A N/A 620 false N/A N/A N/A N/A N/A 621 true 500.500.39.587 20.567. 622 true 500.500.38.587 20.567. 623 false N/A N/A N/A N/A N/A 624 true 500.500.38.587 20.567. 628 false 19.N/A N/A N/A N/A N/A 636 false N/A N/A N/A N/A N/A 637 false 12.43 500.512.43 17.40 638 20.110. 638 false 14.N/A N/A N/A N/A N/A 639 false 23.500.523.28.638 24.051. 640 false 15.N/A N/A N/A N/A N/A 650 false 20.42 N/A N/A N/A N/A N/A 651 false 11.N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMC w:\...\2006 approved developments well 6 off.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:02:17 rIDllBentley Systems, Inc. Haestad Methods Solution Center Watertown , CT 06795 USA +1-203-755-1666 Page 13 of 14 Scenario: 2006 APPROVED DEV. WELL 6 OFF Fire Flow Analysis Fire Flow Report label Satisfies Base Flow Needed Total Calculated Calculated Calculated AvailableFire Flow (gpm)Fire Flow Flow Residual Minimum Minimum FireConstraints?(gpm)Needed Pressure Zone Zone Flow (gpm)Junction Pressure (gpm) Total (psi) Flow Total Needed Flow (psi)Needed 653 false 15.N/A N/A N/A N/A N/A 654 false 19.N/A N/A N/A N/A N/A 655 false 16.N/A N/A N/A N/A N/A 656 false 21.N/A N/A N/A N/A N/A 657 false 15.N/A N/A N/A N/A N/A 658 false N/A N/A N/A N/A N/A 659 false N/A N/A N/A N/A N/A 660 false N/A N/A N/A N/A N/A 661 false N/A N/A N/A N/A N/A 750 false N/A N/A N/A N/A N/A 751 faise 4.44 500.N/A N/A N/A N/A N/A 752 false 18.500.N/A N/A N/A N/A N/A 813 false 500.N/A N/A N/A N/A N/A 814 false 500.N/A N/A N/A N/A N/A 822 false N/A N/A N/A N/A N/A 823 false 500.500.138 20.188. 824 false 500.500.150 20.202. 825 false N/A N/A N/A N/A N/A 826 false N/A N/A N/A N/A N/A 827 false N/A N/A N/A N/A N/A 828 false N/A N/A N/A N/A N/A 829 true 500.500.54.587 20.977. 830 true 500.500.53.587 20.976. 831 false 109.N/A N/A N/A N/A N/A 832 true 500.500.54.587 20.976. 833 false N/A N/A N/A N/A N/A 834 false N/A N/A N/A N/A N/A 835 true 500.500.54.587 20.976. 836 true 500.500.54.42 587 20.976. 837 true 500.500.54.587 20.976. 838 false N/A N/A N/A N/A N/A 840 true 500.500.54.587 20.977. 842 false N/A N/A N/A N/A N/A 844 false 500.N/A N/A N/A N/A N/A 845 false 500.N/A N/A N/A N/A N/A 846 false 500.N/A N/A N/A N/A N/A 847 false 500.N/A N/A N/A N/A N/A 848 false 500.N/A N/A N/A N/A N/A 849 false 500.N/A N/A N/A N/A N/A 851 true 500.500.71.587 38.501. 852 true 500.500.71.587 38.501. 853 false N/A N/A N/A N/A N/A 901 false 500.N/A "!fA "!fA N/.lI.N/A 906 false 500.N/A N/A N/A N/A N/A 917 false 500.N/A N/A N/A N/A N/A 981 false 500.N/A N/A N/A N/A N/A 982 false 500.N/A N/A N/A N/A N/ATitle: INITIAL RUN Project Engineer: DMC W:\...\2006 approved developments well 6 off.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:02:17IID1JBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 14 of 14 Scenario: 2006 APPROVED DEV. WELL 6 OFF Title: INITIAL RUN Project Engineer: DMC w:\...\2006 approved developments well 6 off.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:00:44 mNBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 1 Scenario: 2006 APPROVED DEV. WELL 6 OFF Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (ft)(gpm)(Calculated)Hydraulic Grade (psi) (gpm)(ft) 558.Zone Demand COMMERCIAL 742.79. 558.Zone Demand COMMERCIAL 743.80.45 556.Zone Demand RESIDENTIAL 743.81.10 557.Zone Demand COMMERCIAL 745.81. 559.Zone Demand COMMERCIAL 745.80. 558.Zone Demand RESIDENTIAL 745.81. 557.Zone Demand COMMERCIAL 745.81. 557.Zone Demand 94.IRRIGATION 94.746.81. 555.Zone Demand COMMERCIAL 745.82. 550.Zone Demand Composite 745.84. 554.Zone Demand COMMERCIAL 746.82. 556.Zone Demand RESIDENTIAL 746.82. 557.Zone Demand 15.RESIDENTIAL 15.746.81. 555.Zone Demand 4.44 Composite 4.44 746.82. 558.Zone Demand RESIDENTIAL 746.81. 552.Zone Demand 10.RESIDENTIAL 10.746.48 .84. 555.Zone Demand RESIDENTIAL 746.82. 554.Zone Demand RESIDENTIAL 746.48 82. 552.Zone Demand Composite 746.84. 553.Zone Demand COMMERCIAL 746.83. 554.Zone Demand RESIDENTIAL 746.82. 553.Zone Demand Composite 746.83. 557.Zone Demand 11.RESIDENTIAL 11.746.82. 553.Zone Demand 5.46 Composite 5.46 746.83. 556.Zone Demand RESIDENTIAL 746.82. 554.Zone Demand RESIDENTIAL 746.83.40 555.Zone Demand RESIDENTIAL 746.82. 558.Zone Demand 14.RESIDENTIAL 14.746.81. 556.Zone Demand 12.43 RESIDENTIAL 12.43 746.82. 579.50 Zone Demand RESIDENTIAL 748.72. 581.Zone Demand RESIDENTIAL 2,748.72. 585.Zone Demand 11.RESIDENTIAL 11.748.70. 595.Zone Demand RESIDENTIAL 748.66. 596.Zone Demand RESIDENTIAL 748.65. 597.Zone Demand 10.RESIDENTIAL 10.748.65. 604.Zone Demand 4.44 RESIDENTIAL 4.44 749.62. 601.Zone Demand RESIDENTIAL 749.64. 603.Zone Demand RESIDENTIAL 749.63. 591.Zone Demand RESIDENTIAL 749.43 68. 592.Zone Demand RESIDENTIAL 749.68. 591.Zone Demand RESIDENTIAL 749.68. 590.Zone Demand RESIDENTIAL 749.68. 581.Zone Demand COMMERCIAL 749.72. 590.Zone Demand RESIDENTIAL 749.68. 594.Zone Demand RESIDENTIAL 749.67. 602.Zone Demand RESIDENTIAL 749.63. 596.Zone Demana . .. RESiDENTiAL 4.44 749.66.4.44 593.Zone Demand RESIDENTIAL 749.67.40 601.Zone Demand RESIDENTIAL 749.64. 603.Zone Demand RESIDENTIAL 749.63. 606.Zone Demand 4.45 RESIDENTIAL 4.45 749.45 62. 609.Zone Demand RESIDENTIAL 749.45 60.Title: INITIAL RUN Project Engineer: DMC W:\...\2006 approved developments well 6 off. wed WaterCAD v7.0 (07.00.049.00) 01/17/07 12:02:29 lIDIIBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 13 Scenario: 2006 APPROVED DEV. WELL 6 OFF Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (ft)(gpm)(Calculated)Hydraulic Grade (psi) (gpm)(ft) 605.Zone Demand RESIDENTIAL 749.62. 604.Zone Demand RESIDENTIAL 749.63. 607.Zone Demand 4.44 RESIDENTIAL 4.44 749.61. 608.Zone Demand RESIDENTIAL 749.60. 610.Zone Demand 19.RESIDENTIAL 19.749.60. 606.Zone Demand RESIDENTIAL 749.61. 618.Zone Dernand RESIDENTIAL 749.56. 615.Zone Demand Composite 749.58. 604.Zone Demand RESIDENTIAL 748.62.49 600.Zone Demand RESIDENTIAL 748.64.42 597.Zone Demand RESIDENTIAL 749.65. 595.Zone Demand RESIDENTIAL 749.66. 595.Zone Demand 12.44 RESIDENTIAL 12.748.66. 604.Zone Dernand 14.RESIDENTIAL 14.748.62. 604.Zone Demand RESIDENTIAL 4.44 748.62. 603.Zone Demand 26.RESIDENTIAL 26.748.62. 585.Zone Demand 21.RESIDENTIAL 21.747.70. 587.Zone Demand RESIDENTIAL 747.69.46 600.Zone Demand 17.RESIDENTIAL 17.747.64. 602.Zone Demand 4.44 RESIDENTIAL 4.44 747.62. 589.Zone Demand RESIDENTIAL 747.68. 617.Zone Demand RESIDENTIAL 749.57. 606.Zone Demand RESIDENTIAL 749.61. 611.Zone Demand RESIDENTIAL 748.59. 617.Zone Demand RESIDENTIAL 749.57. 618.Zone Demand RESIDENTIAL 4.44 749.56. 616.Zone Dernand RESIDENTIAL 749.57.43 613.Zone Demand RESIDENTIAL 749.58. 607.Zone Demand 4.44 RESIDENTIAL 4.44 749.61. 619.Zone Demand 10.RESIDENTIAL 10.749.56. 624.Zone Demand RESIDENTIAL 749.54. 626.Zone Demand RESIDENTIAL 751.54. 623.Zone Demand 11.RESIDENTIAL 11.751.40 55. 618.Zone Demand RESIDENTIAL 750.57. 618.Zone Demand RESIDENTIAL 750.57. 618.Zone Demand RESIDENTIAL 750.57. 618.Zone Demand RESIDENTIAL 750.57. 616.Zone Demand RESIDENTIAL 750.47 57. 619.Zone Demand RESIDENTIAL 749.56. 619.Zone Demand RESIDENTIAL 749.56. 618.Zone Demand RESIDENTIAL 749.56. 619.Zone Demand 13.RESIDENTIAL 13.749.56. 621.Zone Demand Composite 752.56. 615.Zone Demand RESIDENTIAL 749.58. 612.Zone Demand RESIDENTIAL 749.59. 611.Zone Demand RESIDENTIAL 749.59. 100 609.Zone Demand Composite 749.60.42 101 610.Zone Demand RESIDENTIAL 749.60. 102 615.Zone Demand RESIDENTIAL 749.58. 103 615.Zone Demand RESIDENTIAL 749.58. 104 607.Zone Demand RESIDENTIAL 749.61. 105 603.Zone Demand RESIDENTIAL 749.63.Title: INITIAL RUN Project Engineer: DMCw:\...\2006 approved developments well 6 off.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:02:29 lIDIIBentley Systems, Inc. Haestad Methods Solution Center Watertown , CT 06795 USA +1-203-755-1666 Page 2 of 13 Scenario: 2006 APPROVED DEV. WELL 6 OFF Fire Flow Analysis Junction Report label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (ft)(gpm)(Calculated)Hydraulic Grade (psi) (gpm)(ft) 106 593.Zone Demand RESIDENTIAL 749.67. 107 612.Zone Demand 10.Composite 10.749.59. 108 612.Zone Demand RESIDENTIAL 749.59. 109 610.Zone Demand 4.44 RESIDENTIAL 4.44 749.60. 110 610.Zone Demand RESIDENTIAL 749.60. 111 610.Zone Demand RESIDENTIAL 749.59. 112 614.Zone Demand RESIDENTIAL 749.58.47 113 611.Zone Demand RESIDENTIAL 749.59. 114 617.Zone Demand RESIDENTIAL 749.57. 115 564.Zone Demand RESIDENTIAL 4.44 745.78. 116 620.Zone Demand RESIDENTIAL 751.57. 117 621.Zone Demand RESIDENTIAL 751.56. 118 579.Zone Demand RESIDENTIAL 792.92. 119 623.Zone Demand RESIDENTIAL 752.55. 120 624.Zone Demand RESIDENTIAL 752.55.43 121 627.Zone Demand RESIDENTIAL 754.54. 122 618.Zone Demand RESIDENTIAL 751.57. 123 624.Zone Demand 12.43 RESIDENTIAL 12.43 751.55. 124 588.Zone Demand RESIDENTIAL 776.81. 125 623.Zone Demand 14.RESIDENTIAL 14.751.55. 126 620.Zone Demand RESIDENTIAL 751.56. 127 605.Zone Demand RESIDENTIAL 749.48 62. 128 619.Zone Demand RESIDENTIAL 749.56. 131 553.Zone Demand COMMERCIAL 746.83. 132 624.Zone Demand RESIDENTIAL 752.55. 133 564.Zone Demand 12.43 RESIDENTIAL 12.43 745.78. 134 558.Zone Demand 10.RESIDENTIAL 10.745.81. 135 557.Zone Demand 26.COMMERCIAL 26.745.81. 136 626.Zone Demand RESIDENTIAL 752.54. 137 553.Zone Demand RESIDENTIAL 746.43 83.47 138 638.Zone Demand 10.RESIDENTIAL 10.754.50. 139 554.Zone Demand RESIDENTIAL 746.42 83. 140 554.Zone Demand COMMERCIAL 746.82. 141 554.Zone Demand RESIDENTIAL 746.83. 142 554.Zone Demand RESIDENTIAL 746.83.40 143 610.Zone Demand RESIDENTIAL 749.60. 144 611.Zone Demand RESIDENTIAL 749.59. 145 566.Zone Demand RESIDENTIAL 746.78. 146 563.Zone Demand RESIDENTIAL 746.79. 147 615.Zone Demand RESIDENTIAL 747.57. 148 623.Zone Demand RESIDENTIAL 752.55. 149 621.Zone Demand 26.RESIDENTIAL 26.751.56. 150 620.Zone Demand RESIDENTIAL 752.57. 151 624.Zone Demand 11.RESIDENTIAL 11.752.49 55. 152 625.Zone Demand 12.43 RESIDENTIAL 12.43 752.55. 153 626.Zone Demand 4.45 RESIDENTIAL 4.45 752.54. 154 561.Zone Demand 12.43 RESIDENTIAL 12.43 742.78.41 155 556.Zone Demand 15.RESIDENTIAL 15.742.80. 156 556.Zone Demand RESIDENTIAL 742.80. 157 559.Zone Demand COMMERCIAL 741.78. 158 562.Zone Demand 22.Composite 22.741.77. 159 561.Zone Demand 18.RESIDENTIAL 18.741.77.Title: INITIAL RUN Project Engineer: DMC W:\...\2006 approved developments well 6 off.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:02:29 lmIIBentley Systems, Inc. Haestad Methods Solution Center Watertown , CT 06795 USA +1-203-755-1666 Page 3 of 13 Scenario: 2006 APPROVED DEV. WELL 6 OFF Fire Flow Analysis Junction Report label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (ft)(gpm)(Calculated)Hydraulic Grade (psi) (gpm)(ft) 160 560.Zone Demand Composite 741.78. 161 565.Zone Demand 12.43 RESIDENTIAL 12.43 741.76. 162 559.Zone Demand RESIDENTIAL 740.78. 163 558.Zone Demand 6.44 Composite 6.44 740.78. 164 556.Zone Demand 14.RESIDENTIAL 14.740.79. 165 557.Zone Demand RESIDENTIAL 740.79. 166 555.Zone Demand RESIDENTIAL 4.44 740.80. 167 554.Zone Demand RESIDENTIAL 740.80. 168 553.Zone Demand 1.25 Composite 740.80. 169 553.Zone Demand 4.44 RESIDENTIAL 4.44 740.80. 170 554.Zone Demand Composite 740.80. 171 556.Zone Demand Composite 740.79. 172 555.Zone Demand RESIDENTIAL 740.80. 173 556.Zone Demand Composite 2,740.79. 174 557.Zone Demand RESIDENTIAL 740.79.44 175 557.Zone Demand RESIDENTIAL 740.79.44 176 559.Zone Demand IRRIGATION 740.78. 177 559.Zone Demand 14.Composite 14.740.78.43 178 557.Zone Demand RESIDENTIAL 740.79. 179 559.Zone Demand 24.Composite 24.739.78. 180 553.Zone Demand RESIDENTIAL 739.80. 181 549.Zone Demand RESIDENTIAL 739.82. 182 550.Zone Demand RESIDENTIAL 739.82. 183 548.Zone Demand RESIDENTIAL 739.82. 184 548.Zone Demand RESIDENTIAL 739.82. 185 549.Zone Demand RESIDENTIAL 739.82. 186 547.Zone Demand RESIDENTIAL 739.83. 187 546.Zone Demand RESIDENTIAL 739.83. 188 551.Zone Demand RESIDENTIAL 739.81. 189 553.Zone Demand RESIDENTIAL 739.80. 190 553.Zone Demand RESIDENTIAL 739.80. 191 552.Zone Demand RESIDENTIAL 739.81. 192 552.Zone Demand Composite 739.81.02 193 551.Zone Demand 4.44 RESIDENTIAL 739.81.45 194 553.Zone Demand 4.44 RESIDENTIAL 4.44 739.80. 195 555.Zone Demand 22.Composite 22.739.79. 196 556.Zone Demand 4.45 RESIDENTIAL 4.45 739.79. 197 551.Zone Demand 20.Composite 20.740.81. 198 553.Zone Demand RESIDENTIAL 739.80. 199 549.Zone Demand RESIDENTIAL 739.82. 200 616.Zone Demand Composite 749.57. 201 617.Zone Demand RESIDENTIAL 749.57. 202 601.Zone Demand RESIDENTIAL 749.64. 203 600.Zone Demand RESIDENTIAL 749.64. 204 603.Zone Demand RESIDENTIAL 749.63. 205 603.Zone Demand RESIDENTIAL 749.63. 206 603.Zone Demand 4.44 RESIDENTIAL 749.63. 207 603.Zone Demand RESIDENTIAL 749.63. 208 599.Zone Demand RESIDENTIAL 749.64. 209 577.Zone Demand RESIDENTIAL 749.74. 210 597.Zone Demand RESIDENTIAL 749.65. 211 597.Zone Demand RESIDENTIAL 749.65.Title: INITIAL RUN Project Engineer: DMC w:\...\2006 approved developments well 6 off.wed WaterCAD v7.0 (07.00.049.00)01/17/07 12:02:29 lm\IBentley Systems, Inc. Haestad Methods Solution Center Watertown , CT 06795 USA +1-203-755-1666 Page 4 of 13 Scenario: 2006 APPROVED DEV. WELL 6 OFF Fire Flow Analysis Junction Report label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (ft)(gpm)(Calculated)Hydraulic Grade (psi) (gpm)(ft) 212 591 .Zone Demand RESIDENTIAL 749.68. 213 592.Zone Demand RESIDENTIAL 749.68. 214 587.Zone Demand RESIDENTIAL 749.70. 215 552.Zone Demand 10.RESIDENTIAL 10.746.84. 216 553.Zone Demand RESIDENTIAL 746.83. 217 553.Zone Demand RESIDENTIAL 746.83. 218 554.Zone Demand COMMERCIAL 746.83. 219 554.Zone Demand 22.IRRIGATION 22.746.82. 220 557.Zone Demand RESIDENTIAL 745.81. 221 563.Zone Demand RESIDENTIAL 745.79. 222 564.Zone Demand RESIDENTIAL 745.78. 223 564.Zone Demand 0.45 COMMERCIAL 0.45 745.78. 224 561.Zone Demand RESIDENTIAL 745.79. 225 562.Zone Demand COMMERCIAL 2,745.79. 226 561.Zone Demand RESIDENTIAL 745.79. 227 565.Zone Demand 15.RESIDENTIAL 15.745.78. 228 566.Zone Demand 11.RESIDENTIAL 11.745.77. 229 568.Zone Demand RESIDENTIAL 745.76. 230 569.Zone Demand RESIDENTIAL 745.76. 231 558.Zone Demand RESIDENTIAL 745.81. 232 565.Zone Demand 15.Composite 15.745.78. 233 565.Zone Demand Composite 745.78. 234 565.Zone Demand 11.COMMERCIAL 11.796.99. 235 603.Zone Demand Fixed 749.63. 236 613.Zone Demand 12.43 RESIDENTIAL 12.43 749.58. 237 565.Zone Demand IRRIGATION 795.44 99.49 238 568.Zone Demand Composite 791.96. 239 569.Zone Demand 2.43 RESIDENTIAL 2.43 791.96.40 240 569.Zone Demand 23.IRRIGATION 23.790.95. 241 583.Zone Demand RESIDENTIAL 791.90.40 242 570.Zone Demand 4.44 RESIDENTIAL 4.44 789.94. 243 568.Zone Demand RESIDENTIAL 788.95. 244 566.Zone Demand 10.RESIDENTIAL 10.788.95. 245 564.Zone Demand RESIDENTIAL 788.97. 246 569.Zone Demand RESIDENTIAL 788.94. 247 572.Zone Demand RESIDENTIAL 780.90. 248 571.Zone Demand RESIDENTIAL 788.93. 249 570.Zone Demand RESIDENTIAL 788.94.47 250 571.Zone Demand Composite 787.93. 251 573.Zone Demand RESIDENTIAL 786.92.48 252 570.Zone Demand IRRIGATION 787.94. 253 571.Zone Demand RESIDENTIAL 787.93. 254 573.Zone Demand RESIDENTIAL 787.44 92. 255 573.Zone Demand RESIDENTIAL 787.43 92. 256 577.Zone Demand COMMERCIAL 786.90. 257 628.Zone Demand RESIDENTIAL 755.55. 258 639.Zone Demand RESIDENTIAL 756.50. 259 638.Zone Demand RESIDENTIAL 756.51.42 260 635.Zone Demand RESIDENTIAL 756.52. 261 633.Zone Demand RESIDENTIAL 756.53. 262 634.Zone Demand 4.44 RESIDENTIAL 4.44 756.53. 263 625.Zone Demand 4.44 RESIDENTIAL 4.44 756.57.Title: INITIAL RUN Project Engineer: DMC w:\...\2006 approved developments well 6 off.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:02:29I!\111Bentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 5 of 13 Scenario: 2006 APPROVED DEV. WELL 6 OFF Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (ft)(gpm)(Calculated)Hydraulic Grade (psi) (gpm)(ft) 264 634.Zone Demand RESIDENTIAL 756.53. 265 633.Zone Demand RESIDENTIAL 756.53. 266 635.Zone Demand 15.RESIDENTIAL 15.756.52. 267 636.Zone Demand 4.44 RESIDENTIAL 756.52. 268 632.Zone Demand 13.RESIDENTIAL 13.757.54. 269 633.Zone Demand RESIDENTIAL 757.46 53. 270 630.Zone Demand 10.RESIDENTIAL 10.757.49 55. 271 632.Zone Demand Composite 757.54. 272 638.Zone Demand RESIDENTIAL 757.51. 273 634.Zone Demand RESIDENTIAL 757.53. 274 634.Zone Demand RESIDENTIAL 757.53. 275 635.Zone Demand RESIDENTIAL 757.53. 276 635.Zone Demand 13.RESIDENTIAL 13.757.52. 277 636.Zone Demand 12.43 RESIDENTIAL 12.43 757.52. 278 641.Zone Demand 17.RESIDENTIAL 17.757.50.46 279 638.Zone Demand Composite 757.51. 280 639.Zone Demand RESIDENTIAL 758.51. 281 653.Zone Demand Composite 820.72. 282 644.Zone Demand 10.RESIDENTIAL 10.820.76.49 283 640.Zone Demand Composite 820.78. 284 638.Zone Demand 4.44 RESIDENTIAL 820.79. 285 636.Zone Demand Fixed 820.80. 286 635.Zone Demand RESIDENTIAL 820.80.44 287 639.Zone Demand RESIDENTIAL 821.78. 288 637.Zone Demand 14.RESIDENTIAL 14.821.79. 289 644.Zone Demand RESIDENTIAL 821.76. 290 647.Zone Demand 4.44 RESIDENTIAL 4.44 821.75. 291 643.Zone Demand 4.44 RESIDENTIAL 4.44 821.77. 292 654.Zone Demand RESIDENTIAL 821.72. 293 654.Zone Demand Composite 821.72. 294 667.Zone Demand IRRIGATION 828.69. 295 565.Zone Demand COMMERCIAL 795.44 99.49 296 667.Zone Demand RESIDENTIAL 828.69. 297 667.Zone Demand RESIDENTIAL 828.69. 298 665.Zone Demand RESIDENTIAL 830.71. 299 670.Zone Demand RESIDENTIAL 830.48 69.43 300 670.Zone Demand RESIDENTIAL 830.48 69.43 301 664.Zone Demand RESIDENTIAL 831.72. 302 664.Zone Demand RESIDENTIAL 830.44 71. 303 667.Zone Demand RESIDENTIAL 832.71. 304 670.Zone Demand RESIDENTIAL 832.70. 305 667.Zone Demand 13.RESIDENTIAL 13.833.72. 306 665.Zone Demand 14.RESIDENTIAL 14.835.73. 307 664.Zone Demand RESIDENTIAL 837.74. 308 670.Zone Demand RESIDENTIAL 837.72. 309 660.Zone Demand 15.RESIDENTIAL 15.838.77. 3tO 662.Zone Demand 23.RESIDENTIAL 23.839.76. 311 665.Zone Demand RESIDENTIAL 830.71. 312 655.Zone Demand 250.Composite 250.837.41 78. 313 652.Zone Demand RESIDENTIAL 838.49 80. 314 660.Zone Demand RESIDENTIAL 830.41 73. 315 645.Zone Demand RESIDENTIAL 842.85.Title: INITIAL RUN Project Engineer: DMC W:\...\2006 approved developments well 6 off.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:02:29 ~entley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 6 of 13 Scenario: 2006 APPROVED DEV. WELL 6 OFF Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (ft)(gpm)(Calculated)Hydraulic Grade (psi) (gpm)(ft) 316 643.Zone Demand RESIDENTIAL 774.57. 317 631.Zone Demand RESIDENTIAL 749.51. 318 577.Zone Demand 13.RESIDENTIAL 13.749.74. 319 566.Zone Demand 12.43 Composite 12.43 746.78. 320 563.Zone Demand 10.RESIDENTIAL 10.746.79. 321 647.Zone Demand 16.RESIDENTIAL 16.841.84. 322 592.Zone Demand RESIDENTIAL 773.78. 323 572.Zone Demand RESIDENTIAL 779.89. 325 645.Zone Demand RESIDENTIAL 843.85. 326 565.Zone Demand RESIDENTIAL 788.96. 327 565.Zone Demand RESIDENTIAL 788.96. 328 565.Zone Demand 4.44 RESIDENTIAL 4.44 788.96. 329 565.Zone Demand RESIDENTIAL 788.96. 330 565.Zone Demand RESIDENTIAL 788.96. 331 566.Zone Demand RESIDENTIAL 788.96. 332 568.Zone Demand RESIDENTIAL 786.94. 333 569.Zone Demand Composite 786.93. 334 571.Zone Demand RESIDENTIAL 785.92. 335 572.Zone Demand RESIDENTIAL 785.92. 336 571.Zone Demand RESIDENTIAL 785.92. 337 571.Zone Demand RESIDENTIAL 785.92. 338 572.Zone Demand RESIDENTIAL 786.92. 339 573.Zone Demand RESIDENTIAL 786.92. 340 572.Zone Demand RESIDENTIAL 786.92. 341 571.Zone Demand RESIDENTIAL 784.92. 342 572.Zone Demand 4.44 RESIDENTIAL 4.44 784.91. 343 570.Zone Demand RESIDENTIAL 783.92. 344 573.Zone Demand RESIDENTIAL 781.89. 345 572.Zone Demand 11.Composite 11.780.90. 346 632.Zone Demand Composite 820.81. 347 630.Zone Demand RESIDENTIAL 4.44 820.82.40 348 630.Zone Demand 12.43 RESIDENTIAL 12.43 820.82. 349 633.Zone Demand RESIDENTIAL 820.81.32 350 638.Zone Demand RESIDENTIAL 821.79. 351 640.Zone Demand RESIDENTIAL 821.78. 352 640.Zone Demand 12.43 RESIDENTIAL 12.43 821.78. 353 680.Zone Demand RESIDENTIAL 837.67. 354 695.Zone Demand 11.RESIDENTIAL 11.837.61.48 355 682.Zone Demand RESIDENTIAL 837.66. 356 678.Zone Demand RESIDENTIAL 837.68. 357 700.Zone Demand 10.RESIDENTIAL 10.837.59. 358 699.Zone Demand RESIDENTIAL 828.55. 359 701.Zone Demand RESIDENTIAL 828.54. 360 717.Zone Demand RESIDENTIAL 828.48. 361 552.Zone Demand RESIDENTIAL 739.81. 364 554.Zone Demand COMMERCIAL 745.82. 365 554.Zone Demand COMMERCIAL 745.82. 366 554.Zone Demand COMMERCIAL 745.82. 367 550.Zone Demand COMMERCIAL 745.49 84. 368 580.Zone Demand IRRIGATION 791.91. 369 550.Zone Demand COMMERCIAL 745.45 84. 370 578.Zone Demand RESIDENTIAL 791.92.Title: INITIAL RUN Project Engineer: DMC W:\...\2006 approved developments well 6 off.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:02:29 mNBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 7 of 13 Scenario: 2006 APPROVED DEV. WELL 6 OFF Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (ft)(gpm)(Calculated)Hydraulic Grade (psi) (gpm)(ft) 371 554.Zone Demand 17.COMMERCIAL 17.745.82. 372 555.Zone Demand IRRIGATION 745.48 82. 373 556.Zone Demand COMMERCIAL 745.48 81. 374 556.Zone Demand RESIDENTIAL 745.48 81. 375 550.Zone Demand COMMERCIAL 745.48 84. 376 549.Zone Demand 13.COMMERCIAL 13.745.48 84. 377 549.Zone Demand RESIDENTIAL 745.48 84. 378 550.Zone Demand 11.COMMERCIAL 11.745.48 84. 379 549.Zone Demand RESIDENTIAL 745.48 84. 380 589.Zone Demand 12.COMMERCIAL 12.748.69. 381 593.Zone Demand 1.48 COMMERCIAL 1.48 748.67. 382 547.Zone Demand RESIDENTIAL 745.49 85. 383 548.Zone Demand RESIDENTIAL 745.49 85. 384 548.Zone Demand COMMERCIAL 745.49 85. 385 557.Zone Demand COMMERCIAL 745.81. 386 556.Zone Demand 16.COMMERCIAL 16.745.49 81. 387 556.Zone Demand . 1.Composite 745.81. 388 559.Zone Demand RESIDENTIAL 745.80. 389 554.Zone Demand RESIDENTIAL 745.82. 390 553.Zone Demand COMMERCIAL 745.83. 391 555.Zone Demand RESIDENTIAL 745.82.46 392 554.Zone Demand COMMERCIAL 745.82. 393 552.Zone Demand Composite 745.83. 394 557.Zone Demand RESIDENTIAL 745.81. 395 558.Zone Demand COMMERCIAL 745.81. 396 560.Zone Demand RESIDENTIAL 745.80. 397 560.Zone Demand Composite 2,745.80. 398 552.Zone Demand RESIDENTIAL 745.83. 399 554.Zone Demand 16.RESIDENTIAL 16.745.82. 400 556.Zone Demand 12.Composite 12.745.81. 401 559.Zone Demand RESIDENTIAL 745.80. 402 555.Zone Demand COMMERCIAL 745.82. 403 555.Zone Demand RESIDENTIAL 745.82. 404 562.Zone Demand COMMERCIAL 745.79. 405 567.Zone Demand COMMERCIAL 745.77. 406 553.Zone Demand RESIDENTIAL 745.83. 407 563.Zone Demand RESIDENTIAL 745.79. 408 565.Zone Demand RESIDENTIAL 745.78. 409 558.Zone Demand RESIDENTIAL 745.81.17 410 627.Zone Demand RESIDENTIAL 749.52. 411 621.Zone Demand Composite 749.41 55. 412 602.Zone Demand 11.RESIDENTIAL 11.749.63. 413 599.Zone Demand 4.44 RESIDENTIAL 4.44 749.65. 414 716.Zone Demand RESIDENTIAL 837.52. 415 718.Zone Demand Composite 837.51. 416 733.Zone Demand RESIDENTIAL 837.45. 417 722.Zone Demand RESIDENTIAL 837.49. 418 559.Zone Demand RESIDENTIAL 745.80. 419 560.Zone Demand RESIDENTIAL 745.80. 420 573.Zone Demand 11.RESIDENTIAL 11.745.74. 421 574.Zone Demand 14.Composite 14.745.74. 422 573.Zone Demand RESIDENTIAL 745.74.Title: INITIAL RUN Project Engineer: DMC W:\...\2006 approved developments well 6 off.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:02:29 ~entley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 8 of 13 Scenario: 2006 APPROVED DEV. WELL 6 OFF Fire Flow Analysis Junction Report label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (ft)(gpm)(Calculated)Hydraulic Grade (psi) (gpm)(It) 423 565.Zone Demand 4.44 RESIDENTIAL 745.78. 424 566.Zone Demand RESIDENTIAL 745.77. 425 578.Zone Demand RESIDENTIAL 792.92. 426 578.Zone Demand RESIDENTIAL 792.92. 427 579.Zone Demand RESIDENTIAL 791.91. 428 579.Zone Demand COMMERCIAL 791.91. 429 576.Zone Demand RESIDENTIAL 791.93. 430 576.Zone Demand RESIDENTIAL 791.93. 431 576.Zone Demand COMMERCIAL 791.93. 432 576.Zone Demand COMMERCIAL 791.93. 433 572.Zone Demand COMMERCIAL 791.94. 434 572.Zone Demand Composite 791.94. 435 578.Zone Demand RESIDENTIAL 1.78 791.92. 436 579.Zone Demand RESIDENTIAL 791.92. 437 578.Zone Demand RESIDENTIAL 791.92. 438 579.Zone Demand RESIDENTIAL 791.91. 439 580.Zone Demand RESIDENTIAL 791.91. 440 580.Zone Demand Composite 791.91. 441 554.Zone Demand 10.IRRIGATION 10.746.83. 442 592.Zone Demand RESIDENTIAL 749.67. 443 556.Zone Demand RESIDENTIAL 745.49 81. 444 554.Zone Demand COMMERCIAL 745.82. 445 554.Zone Demand IRRIGATION 745.82. 446 555.Zone Demand IRRIGATION 745.82.42 447 556.Zone Demand RESIDENTIAL 745.81. 448 555.Zone Demand RESIDENTIAL 745.82.42 449 554.Zone Demand COMMERCIAL 745.82. 450 556.Zone Demand RESIDENTIAL 745.81. 451 556.Zone Demand RESIDENTIAL 745.81. 452 556.Zone Demand RESIDENTIAL 745.82. 453 556.Zone Demand COMMERCIAL 745.81. 454 557.Zone Demand RESIDENTIAL 745.81. 455 557.Zone Demand RESIDENTIAL 745.81. 456 558.Zone Demand IRRIGATION 1.68 745.81.13 457 558.Zone Demand RESIDENTIAL 745.80. 458 558.Zone Demand RESIDENTIAL 745.81. 459 557.Zone Demand COMMERCIAL 745.81. 460 556.Zone Demand COMMERCIAL 745.81. 461 556.Zone Demand RESIDENTIAL 745.81. 462 556.Zone Demand RESIDENTIAL 745.81. 463 557.Zone Demand RESIDENTIAL 745.81. 464 557.Zone Demand IRRIGATION 745.81. 465 556.Zone Demand RESIDENTIAL 745.81. 466 557.Zone Demand RESIDENTIAL 745.81. 467 558.Zone Demand RESIDENTIAL 745.80. 468 558.Zone Demand COMMERCIAL 745.81.13 469 557.Zone Demand COMMERCIAL 745.81. 470 558.Zone Demand COMMERCIAL 745.81.13 471 554.Zone Demand RESIDENTIAL 745.82. 472 554.Zone Demand RESIDENTIAL 745.82. 473 555.Zone Demand RESIDENTIAL 745.82. 474 559.Zone Demand RESIDENTIAL 745.80.49Title: INITIAL RUN Project Engineer: DMC w:\...\2006 approved developments well 6 off.wed WaterCAD v7.0 (07.00.049.00)01/17/07 12:02:29 ~entley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 9 of 13 Scenario: 2006 APPROVED DEV. WELL 6 OFF Fire Flow Analysis Junction Report label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (ft)(gpm)(Calculated)Hydraulic Grade (psi) (gpm)(ft) 475 558.Zone Demand RESIDENTIAL 745.81. 476 553.Zone Demand COMMERCIAL 745.83. 477 553.Zone Demand RESIDENTIAL 745.83. 478 555.Zone Demand RESIDENTIAL 745.82. 479 553.Zone Demand RESIDENTIAL 745.83. 480 553.Zone Demand RESIDENTIAL 745.83. 481 555.Zone Demand RESIDENTIAL 745.82. 482 552.Zone Demand RESIDENTIAL 745.83. 483 554.Zone Demand RESIDENTIAL 745.82. 484 554.Zone Demand RESIDENTIAL 745.82. 485 554.Zone Demand RESIDENTIAL 745.82. 486 554.Zone Demand RESIDENTIAL 745.82. 487 552.Zone Demand RESIDENTIAL 745.83. 488 552.Zone Demand RESIDENTIAL 745.83. 489 561.Zone Demand RESIDENTIAL 745.79. 490 565.Zone Demand RESIDENTIAL 745.78. 491 565.Zone Demand 4.44 RESIDENTIAL 4.44 745.78. 492 569.Zone Demand 4.44 RESIDENTIAL 4.44 745.76. 493 570.Zone Demand RESIDENTIAL 745.76. 494 575.Zone Demand RESIDENTIAL 745.73. 495 639.Zone Demand RESIDENTIAL 820.78. 496 628.Zone Demand RESIDENTIAL 820.83. 497 628.Zone Demand 33.RESIDENTIAL 33.820.83. 498 628.Zone Demand 11.RESIDENTIAL 11.820.83.47 499 628.Zone Demand RESIDENTIAL 820.83.47 500 625.Zone Demand RESIDENTIAL 820.84. 501 613.Zone Demand 10.RESIDENTIAL 10.820.89. 502 612.Zone Demand 14.IRRIGATION 14.820.90. 503 616.Zone Demand RESIDENTIAL 820.88.45 504 587.Zone Demand RESIDENTIAL 749.69. 505 587.Zone Demand COMMERCIAL 749.69. 506 584.Zone Demand RESIDENTIAL 749.71.49 507 618.Zone Demand RESIDENTIAL 749.56. 508 592.Zone Demand 10.RESIDENTIAL 10.749.68. 509 588.Zone Demand RESIDENTIAL 749.69. 510 594.Zone Demand RESIDENTIAL 749.67. 511 594.Zone Demand 11.RESIDENTIAL 11.749.66. 512 595.Zone Demand RESIDENTIAL 749.66. 513 612.Zone Demand RESIDENTIAL 749.59. 514 601 .Zone Demand RESIDENTIAL 749.63. 515 593.Zone Demand RESIDENTIAL 749.25 67. 516 612.Zone Demand RESIDENTIAL 749.59. 517 589.Zone Demand RESIDENTIAL 749.69. 518 603.Zone Demand RESIDENTIAL 749.63. 519 604.Zone Demand RESIDENTIAL 749.62. 520 604.Zone Demand RESIDENTIAL 749.62. 521 616.Zone Demand RESIDENTIAL 749.57. 522 575.Zone Demand RESIDENTIAL 780.89. 523 578.Zone Demand Composite 780.87. 524 574.Zone Demand 15.IRRIGATION 15.780.48 89. 525 559.Zone Demand RESIDENTIAL 745.80. 527 572.Zone Demand RESIDENTIAL 745.75.Title: INITIAL RUN Project Engineer: DMC W:\...\2006 approved developments well 6 off.wed WaterCAD v7.0 (07.00.049.00) 01/17/07 12:02:29 l!\NBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 10 of 13 Scenario: 2006 APPROVED DEV. WELL 6 OFF Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (ft)(gpm)(Calculated)Hydraulic Grade (psi) (gpm)(ft) 528 590.Zone Demand RESIDENTIAL 749.68. 529 546.Zone Demand 11.RESIDENTIAL 11.739.83. 530 552.Zone Demand RESIDENTIAL 739.81. 531 579.Zone Demand RESIDENTIAL 749.73. 532 572.Zone Demand RESIDENTIAL 749.76.45 533 572.Zone Demand RESIDENTIAL 749.76. 534 572.Zone Demand RESIDENTIAL 749.76.45 535 572.Zone Demand RESIDENTIAL 749.76. 536 571.Zone Demand 4.44 RESIDENTIAL 4.44 749.77. 537 569.Zone Demand 14.RESIDENTIAL 14.749.77. 538 571.Zone Demand RESIDENTIAL 749.77. 539 572.Zone Demand RESIDENTIAL 749.76. 540 571.Zone Demand RESIDENTIAL 749.76. 541 572.Zone Demand RESIDENTIAL 749.76.45 542 572.Zone Demand 12.43 RESIDENTIAL 12.749.76.46 543 553.Zone Demand Composite 745.83. 544 554.Zone Demand 8.48 Composite 8.48 745.82. 546 555.Zone Demand RESIDENTIAL 745.82.45 547 558.Zone Demand COMMERCIAL 745.81. 548 559.Zone Demand RESIDENTIAL 745.80. 549 559.Zone Demand IRRIGATION 745.80. 550 559.Zone Demand RESIDENTIAL 745.80. 551 559.Zone Demand RESIDENTIAL 745.80. 552 559.Zone Demand RESIDENTIAL 745.80. 553 557.Zone Demand 22.RESIDENTIAL 22.745.81.40 554 557.Zone Demand 17.RESIDENTIAL 17.745.81.40 555 558.Zone Demand RESIDENTIAL 745.80. 556 559.Zone Demand Composite 745.80. 557 560.Zone Demand RESIDENTIAL 745.80. 558 561.Zone Demand Composite 745.79. 559 559.Zone Demand.14.RESIDENTIAL 14.745.80. 560 558.Zone Demand Composite 745.80. 561 557.Zone Demand RESIDENTIAL 745.81. 562 558.Zone Demand RESIDENTIAL 745.81.18 563 557.Zone Demand RESIDENTIAL 745.81. 564 557.Zone Demand RESIDENTIAL 745.81. 565 560.Zone Demand RESIDENTIAL 745.80. 566 558.Zone Demand RESIDENTIAL 745.80. 567 556.Zone Demand COMMERCIAL 745.82. 568 615.Zone Demand 14.RESIDENTIAL 14.820.88. 569 595.Zone Demand RESIDENTIAL 820.97. 570 597.Zone Demand 14.RESIDENTIAL 14.820.96. 571 659.Zone Demand 20.42 RESIDENTIAL 20.42 830.74. 572 643.Zone Demand 11.RESIDENTIAL 11.830.81. 573 643.Zone Demand RESIDENTIAL 830.80. 574 644.Zone Demand RESIDENTIAL 830.80. 575 643.Zone Demand RESIDENTIAL 830.80. 576 661.Zone Demand 11.RESIDENTIAL 11.830.43 73. 577 649.Zone Demand 15.RESIDENTIAL 15.830.78.47 578 649.Zone Demand RESIDENTIAL 830.78.46 579 642.Zone Demand 13.RESIDENTIAL 13.830.81. 580 645.Zone Demand 4.44 RESIDENTIAL 830.80.Title: INITIAL RUN Project Engineer: DMC W:\...\2006 approved developments well 6 off.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:02:29 fmIIBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 11 of 13 Scenario: 2006 APPROVED DEV. WELL 6 OFF Fire Flow Analysis Junction Report label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (ft)(gpm)(Calculated)Hydraulic Grade (psi) (gpm)(ft) 581 643.Zone Demand RESIDENTIAL 830.80. 582 643.Zone Demand RESIDENTIAL 830.80. 583 648.Zone Demand RESIDENTIAL 830.78. 584 654.Zone Demand RESIDENTIAL 830.76. 585 652.Zone Demand RESIDENTIAL 830.77. 586 650.Zone Demand RESIDENTIAL 830.77. 587 652.Zone Demand RESIDENTIAL 759.46. 588 583.Zone Demand RESIDENTIAL 791.90. 589 576.Zone Demand COMMERCIAL 791.92. 590 574.Zone Demand RESIDENTIAL 791.93. 591 579.Zone Demand COMMERCIAL 791.91. 592 578.Zone Demand Composite 791.92. 593 579.Zone Demand 70.IRRIGATION 70.791.91. 594 578.Zone Demand RESIDENTIAL 791.92. 595 578.Zone Demand RESIDENTIAL 791.92. 596 578.Zone Demand RESIDENTIAL 791.92. 597 578.Zone Demand RESIDENTIAL 791.91. 598 577.Zone Demand RESIDENTIAL 790.92. 599 576.Zone Demand RESIDENTIAL 790.92. 600 576.Zone Demand RESIDENTIAL 790.92. 601 577.Zone Demand COMMERCIAL 790.92. 602 577.Zone Demand COMMERCIAL 790.92. 603 575.Zone Demand RESIDENTIAL 790.93. 604 577.Zone Demand RESIDENTIAL 790.92.48 605 578.Zone Demand COMMERCIAL 789.91. 606 578.Zone Demand RESIDENTIAL 789.91. 607 572.Zone Demand COMMERCIAL 788.93.47 608 575.Zone Demand RESIDENTIAL 788.91. 609 575.Zone Demand RESIDENTIAL 788.91. 610 577.Zone Demand RESIDENTIAL 787.90. 611 577.Zone Demand RESIDENTIAL 787.90. 612 577.Zone Demand RESIDENTIAL 787.90. 613 577.Zone Demand RESIDENTIAL 787.90. 614 577.Zone Demand RESIDENTIAL 787.90. 615 578.Zone Demand COMMERCIAL 787.90.46 616 580.Zone Demand COMMERCIAL 786.89. 617 562.Zone Demand RESIDENTIAL 745.79.43 618 562.Zone Demand RESIDENTIAL 745.79.43 619 562.Zone Demand RESIDENTIAL 745.79. 620 566.Zone Demand RESIDENTIAL 745.77.49 621 566.Zone Demand COMMERCIAL 745.77. 622 566.Zone Demand RESIDENTIAL 745.77.49 623 567.Zone Demand RESIDENTIAL 745.77. 624 567.Zone Demand RESIDENTIAL 745.77. 628 569.Zone Demand 19.COMMERCIAL 19.798.99. 636 578.Zone Demand RESIDENTIAL 792.92. 637 558.Zone Demand 12.43 RESIDENTIAL 12.43 740.78. 638 559.Zone Demand 14.RESIDENTIAL 14.740.78. 639 556.Zone Demand 23.Composite 23.740.79. 640 564.Zone Demand 15.RESIDENTIAL 15.741.76.40 650 610.Zone Demand 20.42 RESIDENTIAL 20.42 749.60. 651 553.Zone Demand 11.RESIDENTIAL 11.746.83.Title: INITIAL RUN Project Engineer: DMC w:\...\2006 approved developments well 6 off.wcd WaterCAD v7.0 (07 00.049.00)01/17/07 12:02:29 ~entley Systems, Inc. Haestad Methods Solution Center Watertown. CT 06795 USA +1-203-755-1666 Page 12 of 13 Scenario: 2006 APPROVED DEV. WELL 6 OFF Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (ft)(gpm)(Calculated)Hydraulic Grade (psi) (gpm)(tt) 653 627.Zone Demand 15.RESIDENTIAL 15.752.54. 654 682.Zone Demand 19.RESIDENTIAL 19.837.67. 655 680.Zone Demand 16.RESIDENTIAL 16.837.67. 656 693.Zone Demand 21.RESIDENTIAL 21.837.62. 657 563.Zone Demand 15.RESIDENTIAL 15.745.79. 658 598.Zone Demand RESIDENTIAL 749.65.42 659 638.Zone Demand RESIDENTIAL 776.60. 660 640.Zone Demand COMMERCIAL 776.59. 661 641 .Zone Demand RESIDENTIAL 776.58. 750 652.Zone Demand RESIDENTIAL 838.49 80. 751 571 .Zone Demand 4.44 RESIDENTIAL 4.44 783.91. 752 567.Zone Demand 18.COMMERCIAL 18.793.98. 813 565.Zone Demand Fixed 745.78. 814 560.Zone Demand Fixed 745.80. 822 615.Zone Demand Fixed 749.58. 823 636.Zone Demand Fixed 754.51. 824 621.Zone Demand Fixed 752.56. 825 609.Zone Demand Fixed 782.75. 826 579.Zone Demand Fixed 791.91. 827 579.Zone Demand Fixed 791.92. 828 585.Zone Demand Fixed 791.89.47 829 585.Zone Demand Fixed 791.89.46 830 585.Zone Demand Fixed 791.89.44 831 585.Zone Demand 109.Fixed 109.791.89.44 832 585.Zone Demand Fixed 791.89.44 833 585.Zone Demand Fixed 791.89.44 834 585.Zone Demand Fixed 791.89.43 835 585.Zone Demand Fixed 791.89.44 836 585.Zone Demand Fixed 791.89.44 837 585.Zone Demand Fixed 791.89.44 838 585.Zone Demand Fixed 791.72 89.44 840 585.Zone Demand Fixed 791.77 89.46 842 552.Zone Demand Fixed 740.81. 844 663.Zone Demand RESIDENTIAL 825.70. 845 664.Zone Demand Fixed 826.70. 846 665.Zone Demand Fixed 827.69. 847 661.Zone Demand RESIDENTIAL 825.70. 848 664.Zone Demand RESIDENTIAL 1.25 826.70. 849 665.Zone Demand RESIDENTIAL 1.25 827.69. 851 574.Zone Demand Fixed 787.92. 852 574.Zone Demand Fixed 787.92. 853 575.Zone Demand Fixed 787.91. 901 591.Zone Demand Fixed 749.68. 906 553.Zone Demand COMMERCIAL 739.80. 917 625.Zone Demand Fixed 749.53. 981 640.Zone Demand Fixed 770.56, 982 644.Zone Demand Fixed 774.56.40 Title: INITIAL RUN Project Engineer: DMCw:\...\2006 approved developments well 6 off.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:02:29 ~entley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 13 of 13 Scenario: 2006 APPROVED DEV. WELL 6 OFF Fire Flow Analysis Pipe Report label length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure (ft)(in)Status Williams (gpm)(ft/s)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(ft/1 OOOft)Headloss (ft) 370.PVC Open 417.743.742. 266.PVC Open 743.743. 365.PVC Open 427.745.743.3.42 357.PVC Open 321.745.745. 369.PVC Open 80.745.745. 223.PVC Open 745.745. 358.PVC Open 81.746.745. 530.PVC Open 158.746.745. 320.PVC Open 745.48 745.48 680.PVC Open 111.746.746. 314.PVC Open 224.1.43 746.746. 520.PVC Open 117.48 746.746. 660.PVC Open 150.746.746.0.48 130.PVC Open 746.746. 770.PVC Open 15.40 746.746.48 446.PVC Open 116.746.48 746. 380.PVC Open 111.746.746.48 270.PVC Open 132.746.746.48 440.PVC Open 83.746.746. 83.PVC Open 746.746. 72.PVC Open 109.746.746. 572.PVC Open 69.0.44 746.746. 195.PVC Open 72.746.746.48 826.PVC Open 10.746.746. 368.PVC Open 188.746.746. 282.PVC Open 182.746.746. 228.PVC Open 196.746.746. 603.PVC Open 70.41 0.45 746.746. 340.PVC Open 94.746.746. 560.PVC Open 38.43 746.746. 249.PVC Open 249.746.746. 660.PVC Open 300.748.746. 400.PVC Open 748.748. 171.PVC Open 307.748.748. 375.PVC Open 262.748.748. 180.PVC Open 79.748.748. 318.PVC Open 10.748.748. 310.PVC Open 93.749.748. 238.PVC Open 48.749.749. 250.Asbesto Open 48.749.749. 164.PVC Open 87.749.749. 64.PVC Open 202.47 746.48 746.43 80.PVC Open 374.749.749. 479.PVC Open 37.749.749. 70.PVC Open 185.48 749.749. 61.PVC Open 202.1.29 746.746. 451.PVC Open 94.749.749. 172.PVC Open 116.48 749.749. 149.PVC Open 25.42 749.749. 390.Asbesto Open 35.749.749. 250.Asbesto Open 7.45 749.749.Title: INITIAL RUN Project Engineer: DMC w:\...\2006 approved developments well 6 off. wed WaterCAD v7.0 (07.00.049.00) 01/17/07 12:02:46 lIDIIBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 16 Scenario: 2006 APPROVED DEV. WELL 6 OFF Fire Flow Analysis Pipe Report Label Length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure (ft)(in)Status Williams (gpm)(ft/s)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(ft/1 OOOft)Headloss (ft) 390.Asbesto Open 2,749.749. 261.Asbesto Open 15.749.749. 211.Asbesto Open 749.749. 330.Asbesto Open 749.749. 352.PVC Open 22.749.749. 330.PVC Open 49.749.749. 220.PVC Open 79.749.45 749. 444.PVC Open 749.45 749. 31.PVC Open 92.749.48 749.45 83.PVC Open 184.749.749.48 87.Ductile I Open 435.612.611.17. 15.PVC Open 184.749.749. 251.PVC Open 301.749.749.0.44 334.PVC Open 91.749.48 749. 129.PVC Open 110.749.749. 556.PVC Open 10.749.749. 387.PVC Open 105.749.749. 131.PVC Open 47.749.749. 150.PVC Open 143.749.748. 326.PVC Open 34.748.748. 570.PVC Open 75.2,749.748. 280.PVC Open 23.749.749. 402.PVC Open 108.749.749. 150.PVC Open 186.749.748.0.45 700.PVC Open 56.748.748. 325.PVC Open 100.748.748. 360.PVC Open 31.16 748.748. 158.PVC Open 4.44 748.748. 985.PVC Open 12.748.748. 930.PVC Open 229.1.46 748.747.1.05 550.PVC Open 747.747. 410.PVC Open 276.747.746.1.49 660.PVC Open 76.41 2,747.747. 130.PVC Open 747.747. 314.PVC Open 747.747. 283.PVC Open 107.48 749.747. 910.PVC Open 51.749.749. 383.PVC Open 149.749.748.0.47 300.PVC Open 100.748.748. 292.PVC Open 243.748.748. 372.PVC Open 104.47 749.749. 150.PVC Open 0.45 749.749. 340.PVC Open 112.46 749.749. 125.PVC Open 89.749.749. 158.PVC Open 4.44 0.45 749.749. P-99 360.PVC Open 96.749.749. 100 809.PVC Open 32.749.749. 101 95.PVC Open 749.749. 102 620.PVC Open 139.749.749.0.42 103 150.PVC Open 32.751.751. 104 980.PVC Open 92.751.750.Title: INITIAL RUN Project Engineer: DMCw:\...\2006 approved developments well 6 off.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:02:46 EIDllBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 2 of 16 Label 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 154 155 156 Length (ft) Scenario: 2006 APPROVED DEV. WELL 6 OFF Fire Flow Analysis Pipe Report Dia Material Control Hazen- Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure(in) Status Williams (gpm) (ft/s) Hydraulic Grade Hydraulic Grade Gradient Pipe(ft) (ft) (ft/1000ft) Headloss (ft) 280. 50. 233. 110. 207. 300. 470. 120. 124. 145. 430. 316. 250. 190. 240. 621. 100. 280. 140. 530. 270. 78. 610. 430. 250. 480. 100. 80. 165. 270. 243. 600. 300. 194. 200. 400. 67. 940. 95. 700. 260. 420. 656. 548. 112. 867. 601. 570. 0 PVC Open 0 PVC Open0 PVC Open 0 PVC Open 0 PVC Open 0 PVC Open 0 PVC Open 0 PVC Open 0 PVC Open0 PVC Open 0 PVC Open 0 PVC Open0 PVC Open 0 PVC Open0 PVC Open 0 PVC Open0 PVC Open 0 PVC Open0 PVC Open 0 PVC Open 0 PVC Open 0 PVC Open 0 PVC Open 0 PVC Open0 PVC Open 0 PVC Open0 PVC Open0 PVC Open 0 PVC Open 0 PVC Open 0 PVC Open 0 PVC Open 0 PVC Open 0 PVC Open0 PVC Open 0 PVC Open 0 PVC Open0 PVC Open 0 PVC Open 0 PVC Open0 PVC Open 0 PVC Open 0 PVC Open 0 PVC Open 0 PVC Open 12.0 PVC Open0 PVC Open 0 PVC Open 0 Ductile I Open 0 Ductile I Open 0 Ductile I Open 75.40 73.41 213. 47. 42. 24. 13. 12. 12.43 16. 28. 11. 325. 331. 134. 55. 190. 340. 146. 202. 236. 153. 441. 29. 10. 317. 408. 139. 172.40 173. 2.42 0.48 750. 750. 750. 750. 750. 750.47 749. 749. 749. 2,749. 749. 749. 749. 749. 749. 749. 749. 749. 749. 749. 749. 749. 749. 749. 2,749. 749. 749. 749. 749. 749. 749. 749. 751. 751. 2,751. 751. 752. 752. 2,751. 752. 752. 754. 751. 751. 751. 779. 751. 751. 611. 611. 611. 750. 750. 750. 750. 750.47 749. 749. 749. 749. 749. 749. 749. 749. 749. 749. 749. 749. 749. 749. 749. 749. 749. 749. 2,749. 749. 749. 749. 2,749. 749. 749. 749. 747. 749. 751. 749. 752. 752.42 750.47 751. 751. 752.49 752. 751. 751. 751. 776. 2,751. 749. 610. 610. 610. 0.48 Title: INITIAL RUN Project Engineer: DMC w:\...\2006 approved developments well 6 off.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:02:46 liWBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 3 of 16 Scenario: 2006 APPROVED DEV. WELL 6 OFF Fire Flow Analysis Pipe Report label length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure (ft)(in)Status Williams (gpm)(ft/s)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(ft/1000ft)Headloss (ft) 157 20.Ductile I Open 139.749.749. 158 15.Ductile I Open 172.40 749.749. 159 10.Ductile I Open 173.749.749. 160 170.PVC Open 58.745.745. 161 575.PVC Open 33.745.745. 162 797.PVC Open 12.745.745. 163 505.PVC Open 35.0.40 745.745. 164 420.PVC Open 377.2.41 752.751. 165 150.PVC Open 27.752.752. 166 507.PVC Open 319.42 747.746. 167 96.PVC Open 560.534.534. 169 48.PVC Open 560.749.749.43 170 364.PVC Open 746.43 746.42 171 880.PVC Open 404.755.752. 172 340.PVC Open 109.746.746. 173 160.PVC Open 746.746. 174 460.PVC Open 746.746. 175 260.PVC Open 114.41 749.749. 176 80.PVC Open 749.749. 177 170.PVC Open 35.746.746. 178 420.PVC Open 3.47 746.746. 179 393.PVC Open 16.746.746. 180 120.PVC Open 746.746. 181 394.PVC Open 94.746.746. 182 225.PVC Open 93.746.746. 183 442.PVC Open 179.746.745. 185 258.PVC Open 173.752.49 752. 186 1 ,300.PVC Open 68.752.751.0.46 187 700.PVC Open 95.49 1.08 752.751. 188 800.PVC Open 137.751.751.40 0.40 189 158.PVC Open 205.752.752. 190 700.PVC Open 21.752.752.49 191 260.PVC Open 44.752.752. 192 700.PVC Open 752.752.49 193 698.PVC Open 21.752.752. 194 448.PVC Open 27.742.742. 195 480.PVC Open 742.742. 196 800.PVC Open 742.2,742. 197 242.PVC Open 742.742. 198 371.PVC Open 385.2.46 742.741. 199 846.PVC Open 22.741.741. 200 095.PVC Open 47.741.741. 201 221.PVC Open 360.741.741.2.47 202 273.PVC Open 183.741.16 740. 203 523.PVC Open 128.741.740. 204 573.PVC Open 15.741.741. 205 257.PVC Open 19.740.740. 206 616.PVC Open 101.740.740. 207 173.PVC Open 740.740. 208 796.PVC Open 84.740.740. 209 188.PVC Open 4.44 740.740.Title: INITIAL RUN Project Engineer: DMC w:\...\2006 approved developments well 6 off.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:02:46IID11Bentley Systems. Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 4 of 16 Scenario: 2006 APPROVED DEV. WELL 6 OFF Fire Flow Analysis Pipe Report label length Dia Material Control Hazen-Discharge Veiocity Upstream Structure Downstream Structure Headloss Pressure (ft)(in)Status Williams (gpm)(ft/s)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(ft/1000ft)Headloss (ft) 210 310.PVC Open 73.0.47 740.740. 211 158.PVC Open 4.44 740.740. 212 275.PVC Open 67.0.43 740.740. 213 272.PVC Open 740.740. 214 270.PVC Open 53.740.740. 215 438.PVC Open 740.740. 216 49.PVC Open 740.740. 217 129.PVC Open 740.740. 218 168.PVC Open 39.48 740.740. 219 462.PVC Open 740.740. 220 225.PVC Open 202.740.740. 221 276.PVC Open 178.740.740. 223 460.PVC Open 142.740.739.0.44 224 737.12.PVC Open 117.739.739. 225 309.PVC Open 52.739.739. 226 502.PVC Open 739.739. 227 237.PVC Open 739.739. 228 299.PVC Open 29.739.739. 229 498.PVC Open 739.739. 230 317.PVC Open 739.739. 231 327.PVC Open 11.739.739. 232 487.12.PVC Open 61.739.739. 233 464.PVC Open 739.739. 234 494.PVC Open 739.739. 235 332.12.PVC Open 41.739.739. 236 458.PVC Open 4.44 739.739. 237 298.PVC Open 739.739. 238 363.12.PVC Open 31.739.739. 239 465.PVC Open 22.739.739. 240 513.12.PVC Open 4.45 739.739. 241 654.PVC Open 745.49 745.49 242 880.12.PVC Open 749.749. 243 980.12.PVC Open 81.749.749. 244 759.12.PVC Open 32.749.749. 245 100.12.PVC Open 749.749. 246 430.PVC Open 28.41 749.749. 247 712.PVC Open 12.749.749. 248 760.PVC Open 13.749.749. 249 50.PVC Open 749.749. 250 263.PVC Open 749.749. 251 50.PVC Open 749.749. 252 800.PVC Open 749.749. 253 655.12.PVC Open 37.749.749. 254 370.PVC Open 37.749.749. 255 670.12.PVC Open 749.749. 256 40.PVC Open 749.749. 257 650.12.PVC Open 749.749. 258 40.PVC Open 749.23 749. 259 020.12.PVC Open 749.749. 260 480.PVC Open 306.746.746. 261 167.PVC Open 158.746.745.Title: INITIAL RUN Project Engineer: DMC w:\...\2006 approved developments well 6 off.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:02:46IID11Bentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 5 of 16 Scenario: 2006 APPROVED DEV. WELL 6 OFF Fire Flow Analysis Pipe Report label length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure (ft)(in)Status Williams (gpm)(fVs)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(fV1 OOOft)Headloss (ft) 262 395.PVC Open 88.745.745. 263 527.PVC Open 37.745.745. 264 477.PVC Open 39.745.745. 265 341.PVC Open 745.745. 266 261.PVC Open 34.745.745. 267 136.PVC Open 39.40 745.745. 268 604.PVC Open 14.44 745.745. 269 355.PVC Open 20.745.745. 270 776.PVC Open 54.745.745. 271 810.PVC Open 137.746.745.0.41 272 547.PVC Open 745.745. 273 618.PVC Open 66.0.42 745.745. 274 332.PVC Open 61.46 745.745. 275 700.PVC Open 10.40 745.745. 276 83.PVC Open 50.745.745. 277 419.PVC Open 14.745.745. 278 620.12.PVC Open 745.745. 280 813.PVC Open 12.43 749.749. 281 287.12.PVC Open 010.796.795.44 282 797.12.PVC Open 988.43 793.791. 283 320.PVC Open 2.43 791.791. 284 388.12.PVC Open 985.791.790. 285 528.12.PVC Open 384.40 791.790. 286 358.12.PVC Open 345.790.789.1.42 287 419.PVC Open 318.789.788. 288 341.PVC Open 308.788.788. 289 193.PVC Open 788.788. 290 267.12.PVC Open 1 ,023.789.788. 291 640.PVC Open 183.788.788.0.45 292 460.12.PVC Open 613.788.788.0.41 293 302.PVC Open 185.788.788. 294 213.12.PVC Open 791.48 788.787.1.43 295 511.12.PVC Open 970.787.786.1.08 296 305.12.PVC Open 181.787.787. 297 650.PVC Open 2,787.787. 298 516.12.PVC Open 587.787.787.44 0.42 299 19.12.PVC Open 440.787.787.0.48 300 1 ,334.PVC Open 146.787.786.0.46 301 241.PVC Open 459.755.754. 302 911.12.PVC Open 864.2.45 756.755. 303 156.PVC Open 149.756.756.0.47 304 239.PVC Open 30.756.756. 305 176.PVC Open 10.756.756. 306 140.PVC Open 4.44 756.756. 307 283.PVC Open 4.44 756.756. 308 265.PVC Open 44.756.756. 309 205.PVC Open 756.756. 310 977.PVC Open 58.756.756. 311 142.PVC Open 4.44 756.756. 312 850.PVC Open 77.757.756. 313 666.PVC Open 124.757.756.Title: INITIAL RUN Project Engineer: DMC w:\...\2006 approved developments well 6 off. wed WaterCAD v7.0 (07.00.049.00) 01/17/07 12:02:46Im11Bentley Systems, Inc. Haestad Methods Solution Center Watertown , CT 06795 USA +1-203-755-1666 Page 6 of 16 Scenario: 2006 APPROVED DEV. WELL 6 OFF Fire Flow Analysis Pipe Report label length Dia Material Control Hazen.Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure (ft)(in)Status Williams (gpm)(ft/s)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(ft/1000ft)Headloss (ft) 314 402.PVC Open 215.757.757. 315 547.PVC Open 163.757.757.46 316 401.PVC Open 60.757.49 757.46 317 742.PVC Open 29.757.757.49 318 343.PVC Open 757.757. 319 273.PVC Open 43.44 757.757. 320 288.PVC Open 51.757.757. 321 290.PVC Open 30.757.757. 322 133.PVC Open 12.43 757.757. 323 270.PVC Open 41.47 757.757.49 324 472.PVC Open 757.757. 325 298.PVC Open 148.41 757.757.0.47 326 747.PVC Open 74.0.48 757.757. 327 154.PVC Open 56.757.757. 328 160.PVC Open 316.758.757. 329 1 ,094.12.PVC Open 715.758.756. 330 804.12.PVC Open 031.759.758. 331 474.PVC Open 143.820.820.0.44 332 221.PVC Open 820.820. 333 260.PVC Open 157.820.820. 334 213.PVC Open 820.820. 335 138.PVC Open 820.820. 336 267.PVC Open 165.821.820. 337 592.12.PVC Open 178.821.821. 338 260.12.PVC Open 354.821.821. 339 281.PVC Open 16.821.821. 340 449.12.PVC Open 377.821.821. 341 174.PVC Open 4.44 821.821. 342 286.PVC Open 821.821. 343 402.12.PVC Open 901.821.820. 344 192.12.PVC Open 283.825.821. 345 504.12.PVC Open 407.43 830.44 830.0.41 346 261.12.PVC Open 133.830.43 830. 347 228.PVC Open 56.830.830. 348 532.12.PVC Open 295.830.828. 349 172.12.PVC Open 869.2.47 830.48 830. 350 180.PVC Open 830.48 830. 351 641.12.PVC Open 877.2.49 831.830.48 352 215.PVC Open 541.41 3.46 831.830.44 353 228.12.PVC Open 1,427.832.831.4.44 1.01 354 388.PVC Open 832.832. 355 278.12.PVC Open 434.41 833.832. 356 862.PVC Open 264.835.833.1.19 357 384.12.PVC Open 183.835.833.1.19 358 445.12.PVC Open 461.837.835. 359 285.12.PVC Open 116.837.837. 360 433.12.PVC Open 538.837.837. 361 110.12.PVC Open 426.830.830. 362 701.12.PVC Open 049.42 838.837.1.72 363 278.12.PVC Open 329.839.838.1.08 364 033.PVC Open 264.838.837.Title: INITIAL RUN Project Engineer: DMC w:\...\2006 approved developments well 6 off.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:02:46 lmIIBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 7 of 16 Scenario: 2006 APPROVED DEV. WELL 6 OFF Fire Flow Analysis Pipe Report label length Dia Material Control Hazen.Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure(ft)(in)Status Williams (gpm)(ft/s)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(ft/1 OOOft)Headloss (ft) 365 213.PVC Open 525.837.41 838.49 1.08 366 15.PVC Open 838.49 838.49 367 928.PVC Open 525.843.838.49 370 40.PVC Open 12.43 746.746. 371 40.PVC Open 10.746.746. 372 360.12.PVC Open 261.749.749. 373 479.PVC Open 73.0.47 745.745. 374 102.12.PVC Open 56.739.739. 375 90.12.PVC Open 739.739. 376 789.12.PVC Open 1 ,072.841.839. 377 321.PVC Open 279.841 .839. 378 203.12.PVC Open 368.842.841. 379 775.12.PVC Open 317.776.773. 380 558.12.PVC Open 820.820. 381 890.12.PVC Open 317.773.770. 383 107.12.PVC Open 1 ,368.843.842.0.44 384 154.PVC Open 216.788.788. 385 378.PVC Open 4.44 788.788. 386 257.PVC Open 204.788.788. 387 333.PVC Open 788.788. 388 270.PVC Open 191 .788.788. 389 185.PVC Open 788.788. 390 419.PVC Open 481.788.786. 391 250.PVC Open 234.1.49 786.786. 392 535.PVC Open 100.786.785. 393 113.PVC Open 785.785. 394 377.PVC Open 82.785.785. 395 474.PVC Open 133.786.785. 396 250.PVC Open 208.1.33 785.785. 397 598.PVC Open 237.786.785. 398 270.12.PVC Open 950.786.785. 399 202.PVC Open 786.786. 400 280.12.PVC Open 959.786.786. 401 233.PVC Open 786.786. 402 310.12.PVC Open 389.785.784.1.31 403 377.PVC Open 4.44 784.784. 404 252.12.PVC Open 379.784.783. PA05 213.PVC Open 4.44 783.783. 406 535.12.PVC Open 1 ,368.44 783.781. 407 160.PVC Open 335.781.780. PA08 308.12.PVC Open 023.781.780. 409 PVC Open 780.780. 410 265.PVC Open 23.820.820. 411 136.PVC Open 12.43 820.820. 412 330.PVC Open 820.820. 413 942.12.PVC Open 137.821.820. 414 216.PVC Open 27.821.821. 415 433.PVC Open 821.821. 416 265.PVC Open 12.43 821.821. 417 392.12.PVC Open 66.837.837. 418 493.12.PVC Open 51.837.837.Title: INITIAL RUN Project Engineer: DMC w:\...\2006 approved developments well 6 off.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:02:46 l!WBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 8 of 16 Scenario: 2006 APPROVED DEV. WELL 6 OFF Fire Flow Analysis Pipe Report Label Length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure(ft)(in)Status Williams (gpm)(fils)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(fII1 OOOft)Headloss (ft) 419 263.PVC Open 837.837. 420 336.PVC Open 837.837. 421 907.PVC Open 19.837.837. 422 377.12.PVC Open 43.837.837. 423 770.PVC Open 20.837.837. 424 20.12.PVC Open 828.828. 425 980.12.PVC Open 828.828. 426 209.12.PVC Open 828.828. 427 207.12.PVC Open 828.828. 428 251.12.PVC Open 806.788.788.1.49 429 281.PVC Open 11.739.739. 430 370.PVC Open 106.745.745. 431 54.PVC Open 745.745. 432 55.PVC Open 745.745. 433 506.PVC Open 115.745.745.45 434 155.12.PVC Open 31.745.48 745.48 435 467.PVC Open 11. 78 745.745.49 436 360.PVC Open 58.745.45 745.48 437 760.PVC Open 58.745.745.45 438 348.PVC Open 56.745.745.48 439 51.12.PVC Open 47.43 745.48 745.48 440 18.12.PVC Open 745.48 745.48 441 642.12.PVC Open 45.42 745.48 745.48 442 350.12.PVC Open 13.745.48 745.48 443 336.12.PVC Open 38.745.48 745.48 444 829.12.PVC Open 38.745.48 745.49 445 120.PVC Open 412.749.748. 446 470.PVC Open 1.48 748.748. 447 265.12.PVC Open 38.745.49 745.49 448 337.PVC Open 51.745.745. 449 39.PVC Open 745.49 745.49 P-450 705.12.PVC Open 43.745.49 745.49 451 197.12.PVC Open 60.745.49 745.49 452 250.12.PVC Open 745.48 745.48 453 546.PVC Open 14.745.745. 454 526.PVC Open 22.745.745. P-455 730.PVC Open 745.745. 456 236.PVC Open 50.745.745. 457 235.12.PVC Open 745.745. 458 311.12.PVC Open 745.745. 459 314.12.PVC Open 745.745. 460 331.PVC Open 745.745. 461 399.12.PVC Open 42.745.745. 462 322.12.PVC Open 91.45 745.745. 463 711.12.PVC Open 90.48 745.745. 464 355.12.PVC Open 48.745.745. 465 158.PVC Open 18.745.745. 466 432.PVC Open 18.745.745. 467 475.PVC Open 17.745.745. 468 316.PVC Open 47.745.745. 469 347.12.PVC Open 23.745.745.Title: INITIAL RUN Project Engineer: DMCw:\...\2006 approved developments well 6 off.wcd WaterCAD v7.0 (07.00.049.00) 01/17/07 12:02:46 mNBentley Systems. Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 9 of 16 Scenario: 2006 APPROVED DEV. WELL 6 OFF Fire Flow Analysis Pipe Report label length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure(ft)(in)Status Williams (gpm)(fVs)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(fV1 OOOft)Headloss (ft) 470 178.12.PVC Open 30.43 745.745. 471 660.12.PVC Open 32.745.745. 472 224.12.PVC Open 33.745.745. 473 296.12.PVC Open 745.745. 474 153.12.PVC Open 30.43 745.745. 476 304.PVC Open 745.745. 477 692.PVC Open 36.745.745. 478 13.PVC Open 745.745. 479 84.PVC Open 17.745.745. 480 200.12.PVC Open 261.749.749. 481 550.12.PVC Open 252.749.749.41 482 703.PVC Open 59.749.41 749. 483 960.12.PVC Open 185.749.41 749. 484 265.12.PVC Open 213.749.749. 485 447.12.PVC Open 21.837.837. 486 160.12.PVC Open 17.837.837. 487 159.12.PVC Open 837.837. 488 981.PVC Open 11.837.837. 489 135.12.PVC Open 837.837. 490 338.PVC Open 20.745.745. 491 317.PVC Open 745.745. 492 010.PVC Open 13.745.745. 493 314.PVC Open 13.745.745. 494 159.PVC Open 11.745.745. 495 527.PVC Open 11.745.745. 496 134.12.PVC Open 920.792.791. 498 96.PVC Open 493.2,493. 499 356.12.PVC Open 426.48 791.791.0.45 500 259.12.PVC Open 419.791.791.0.43 501 152.12.PVC Open 331.791.791. 503 30.PVC Open 791.791. 504 120.PVC Open 53.791.791. 505 30.PVC Open 791.791. 507 27.PVC Open 791.791. 508 197.PVC Open 11.40 791.791. 509 785.PVC Open 791.791. 510 222.PVC Open 791.791. 511 683.PVC Open 791.791. 512 819.PVC Open 791.791. 513 283.PVC Open 791.791. 514 136.PVC Open 791.791. 515 560.PVC Open 745.745. 516 19.PVC Open 340.752.42 752.46 517 96.Steel Open 022.2,419.2,419. 518 250.PVC Open 47.746.746. 519 673.PVC Open 398.748.746. 520 32.PVC Open 37.749.749. 521 769.PVC Open 243.746.745. 522 105.PVC Open 745.49 745.49 523 305.12.PVC Open 65.745.745.49 524 94.PVC Open 11.745.50 745.Title: INITIAL RUN Project Engineer: DMCw:\...\2006 approved developments well 6 off.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:02:46 ~entley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 10 of 16 Scenario: 2006 APPROVED DEV. WELL 6 OFF Fire Flow Analysis Pipe Report Label Length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure(ft)(in)Status Williams (gpm)(ft/s)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(ft/1000ft)Headloss (ft) 525 232.12.pve Open 78.41 745.745. 526 294.12.pve Open 63.745.745. 527 248.pve Open 745.745. 528 83.pve Open 745.745. 529 115.12.pve Open 64.745.745. 530 384.12.pve Open 64.745.745. 531 153.12.pve Open 64.745.745. 532 216.12.pve Open 64.745.745. 533 169.12.pve Open 65.745.745. 534 163.12.pve Open 65.745.745. 535 222.12.pve Open 65.745.745. 536 395.12.pve Open 66.745.745. 537 322.pve Open 23.41 745.745. 538 574.pve Open 23.41 745.745. 539 315.pve Open 23.745.745. 540 306.pve Open 22.745.745. 541 359.pve Open 22.745.745. 542 145.pve Open 745.745. 543 289.pve Open 745.745. 544 387.pve Open 745.745. 545 57.12.pve Open 745.745. 546 50.pve Open 745.745. 547 329.pve Open 745.745. 548 284.pve Open 745.745. 549 284.pve Open 745.745. 550 210.pve Open 745.745. 551 171.pve Open 2,745.745. 552 269.pve Open 745.745. 553 161.pve Open 745.745. 554 90.pve Open 745.745. 555 63.12.pve Open 90.745.745. 556 252.pve Open 745.745. 557 256.12.pve Open 90.2,745.745. 558 702.12.pve Open 90.745.745. 559 110.12.pve Open 745.745. 560 275.pve Open 745.745. 561 436.12.pve Open 745.745. 562 79.pve Open 2,745.745. 563 442.12.pve Open 2,745.745. 564 68.pve Open 745.745. 565 42.12.pve Open 2,745.745. 566 86.pve Open 745.745. 567 433.12.pve Open 745.745. 568 64.12.pve Open 745.745. 569 222.pve Open 745.745. 570 307.pve Open 24.745.745. 571 220.pve Open 4.44 745.745. 572 247.pve Open 16.2,745.745. 573 254.pve Open 2,745.745. 574 400.pve Open 745.745. 575 287.pve Open 745.745.Title: INITIAL RUN Project Engineer: DMCw:\...\2006 approved developments well 6 off.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:02:46 IDJiIentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 11 of 16 Scenario: 2006 APPROVED DEV. WELL 6 OFF Fire Flow Analysis Pipe Report Label Length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure (ft)(in)Status Williams (gpm)(ft/s)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(ft/1 OOOft)Headloss (ft) 576 606.12.PVC Open 107.820.820. 577 326.12.PVC Open 107.820.820. 578 16.PVC Open 33.820.820. 579 125.12.PVC Open 73.820.820. 580 48.PVC Open 820.820. 581 307.12.PVC Open 49.820.820. 582 252.PVC Open 12.820.820. 583 906.PVC Open 11.820.820. 584 151.PVC Open 14.820.820. 585 259.12.PVC Open 28.820.820. 586 471.12.PVC Open 14.820.820. 588 320.PVC Open 59.749.749. 589 481.PVC Open 39.40 749.749. 590 480.PVC Open 749.749. 591 500.PVC Open 749.749. 592 334.PVC Open 15.749.749. 593 250.PVC Open 749.749. 594 832.PVC Open 33.749.749. 595 350.PVC Open 34.749.749.21 596 325.PVC Open 749.749. 597 223.PVC Open 749.749. 598 460.PVC Open 749.749. 599 540.12.PVC Open 136.749.749. 600 660.PVC Open 42.749.749. 601 160.PVC Open 749.749. 602 120.PVC Open 749.749. 603 200.PVC Open 749.749. 604 375.PVC Open 63.749.749. 605 500.PVC Open 72.0.46 749.749.22 606 466.PVC Open 780.780. 607 121.PVC Open 327.780.780.48 608 308.PVC Open 312.40 780.779. 609 198.12.PVC Open 012.780.779.0.45 610 199.PVC Open 18.745.745. 611 673.PVC Open 15.745.745. 612 91.PVC Open 745.745. 613 354.PVC Open 41.749.749. 614 739.12.PVC Open 739.739. 615 878.12.PVC Open 739.739. 616 642.12.PVC Open 739.739. 617 35.PVC Open 795.44 795.44 618 246.PVC Open 745.745. 619 179.PVC Open 152.746.746.0.49 620 215.PVC Open 749.749. 621 780.PVC Open 20.749.2,749. 622 i 23.PVC Open i .749.749. 623 286.PVC Open 11.749.749. 624 160.PVC Open 749.749. 625 660.PVC Open 749.749. 626 225.PVC Open 14.749.749. 627 357.PVC Open 16.749.749.Title: INITIAL RUN Project Engineer: DMC w:\...\2006 approved developments well 6 off. wed WaterCAD v7.0 (07.00.049.00) 01/17/07 12:02:46 l!11\IBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 12 of 16 Scenario: 2006 APPROVED DEV. WELL 6 OFF Fire Flow Analysis Pipe Report label length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure (ft)(in)Status Williams (gpm)(ft/s)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(ft/1 OOOft)Headloss (ft) 628 114.pve Open 749.749. 629 395.pve Open 21.749.749. 630 97.pve Open 749.749. 631 305.pve Open 29.749.749. 632 280.pve Open 0.40 749.749. 633 380.pve Open 749.749. 634 316.pve Open 153.745.745. 635 230.pve Open 103.745.745. 636 60.pve Open 131.745.745. 637 602.pve Open 36.745.745. 638 650.pve Open 43.745.745. 639 346.pve Open 73.0.47 745.745. 640 269.pve Open 103.745.745. 641 215.pve Open 62.0.40 745.745. 642 245.pve Open 39.745.745. 643 325.pve Open 30.745.745. 644 190.pve Open 38.745.745. 645 503.pve Open 41.745.745. 646 268.pve Open 34.745.745. 647 349.pve Open 25.745.745. 648 172.pve Open 745.745. 649 299.pve Open 745.745. 650 355.pve Open 745.745. 651 265.pve Open 15.745.745. 652 260.pve Open 17.745.745. 653 432.pve Open 745.745. 654 153.pve Open 10.745.745. 655 154.pve Open 21.745.745. 656 96.pve Open 745.745. 657 191.pve Open 745.745. 658 46.pve Open 745.745. 659 352.pve Open 745.745. 660 566.pve -Open 745.745. 661 219.pve Open 13.745.745. 662 175.pve Open 745.745. 663 197.pve Open 745.745. 664 259.pve Open 10.41 745.745. 665 637.pve Open 65.0.42 830.830.43 666 120.pve Open 72.0.46 830.830. 667 504.pve Open 830.830. 668 167.pve Open 4.44 830.830. 669 251.pve Open 16.830.830. 670 104.pve Open 830.830. 671 231.pve Open 21.830.830. 672 341.00 pve Open 22.830.830. 673 337.PVC Open 47.830.830. 674 285.pve Open 830.830. 675 199.pve Open 830.830. 676 283.pve Open 56.830.41 830. 6??397.pve Open 18.830.830. 678 865.pve Open 18.45 830.830.Title: INITIAL RUN Project Engineer: DMC w:\...\2006 approved developments well 6 off.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:02:46 ~entley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 13 of 16 Scenario: 2006 APPROVED DEV. WELL 6 OFF Fire Flow Analysis Pipe Report label length Dia Material eontrol Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure (ft)(in)Status Williams (gpm)(ft/s)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(ft/1 00 Oft) Headloss (ft) 679 123.pve Open 830.830. 680 231.00 pve Open 29.830.830. 681 142.pve Open 59.830.830. 682 166.pve Open 20.830.830. 683 818.pve Open 820.820. 684 325.12.pve Open 038.760.759.2.41 685 51.pve Open 14.820.820. 686 53.pve Open 14.820.820. 687 22.pve Open 493.45 791.791.19.0.43 688 146.12.pve Open 427.791.791.0.45 689 70.12.pve Open 419.791.791.0.44 691 524.pve Open 109.791.791. 692 113.pve Open 791.791. 693 166.pve Open 791.791. 694 689.pve Open 108.791.791. 695 356.12.pve Open 680.791.791. 696 63.12.pve Open 789.791.791.1.43 697 126.pve Open 791.791. 698 248.12.pve Open 789.791.790.1.43 699 173.pve Open 14.790.790. 700 11.pve Open 790.790. 701 280.pve Open 14.790.790. 702 156.pve Open 790.790. 703 299.pve Open 790.790. 704 279.pve Open 790.790. 705 582.12.pve Open 774.790.789. 706 10.pve Open 789.789. 707 1,401.12.pve Open 772.789.788. 708 201.pve Open 788.788. 709 14.pve Open 788.788. 710 132.12.pve Open 770.788.787. 711 335.12.pve Open 440.787.43 787. 712 323.12.pve Open 787.787. 713 228.12.pve Open 440.787.787.0.48 714 12.pve Open 787.787. 715 163.12.pve Open 440.1.25 787.787. 716 160.pve Open 787.787. 718 620.pve Open 146.786.786. 719 471.12.pve Open 745.745. 720 153.12.pve Open 745.745. 721 14.12.pve Open 745.745. 722 051.12.pve Opel'\745.745. 723 141.12.pve Open 745.745. 724 320.12.pve Open 745.745. 725 502.12.pve Open 745.745. 726 214.12.pve Open 745.745. 727 372.pve Open 50.740.740. 728 156.pve Open 14.740.740. 729 708.pve Open 23.740.740. 730 797.pve Open 12.741.741.09 731 160.pve Open 15.741.741.09Title: INITIAL RUN Project Engineer: DMe w:\...\2006 approved developments well 6 off.wcd WatereAD v7.0 (07.00.049.00)01/17/07 12:02:46 !IDlJBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 14 of 16 Scenario: 2006 APPROVED DEV. WELL 6 OFF Fire Flow Analysis Pipe Report label length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure(ft)(in)Status Williams (gpm)(ft/s)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(ft/1000ft)Headloss (ft) 732 48.12.PVC Open 792.792. 733 425.PVC Open 111.746.746. 735 62.12.PVC Open 745.745. 736 65.12.PVC Open 745.745. 737 33.PVC Open 745.745. 738 136.PVC Open 33.745.745. 739 392.12.PVC Open 50.749.749. 740 14.PVC Open 12.749.749. 741 414.12.PVC Open 37.749.749. 742 275.PVC Open 29.749.749. 743 120.PVC Open 197.746.43 746. 744 43.12.PVC Open 1 ,295.828.23 828. 747 566.12.PVC Open 373.49 798.792.6.45 749 50.96.PVC Open 393.2,422.2,422. 751 37.PVC Open 792.792. 752 42.PVC Open 792.792. 753 697.PVC Open 39.749.749. 754 420.PVC Open 2,746.746. 755 452.PVC Open 36.0.41 752.752. 756 895.PVC Open 837.837. 757 777.PVC Open 837.837. 758 967.PVC Open 837.837. 759 920.PVC Open 39.745.745. 760 830.12.PVC Open 32.749.749. 762 30.PVC Open 776.776. 763 833.12.PVC Open 007.42 795.44 793. 764 330.PVC Open 576.776.774. 765 140.Steel Open 435.543.541.13. 766 12.PVC Open 038.820.820.2.44 767 356.PVC Open 577.779.776. 768 239.12.PVC Open 773.773. 769 12.PVC Open 2,796.796. 844 254.12.PVC Open 286.826.825. 845 230.12.PVC Open 287.827.826. 846 188.12.PVC Open 288.828.827. 847 383.PVC Open 825.825. 848 176.PVC Open 826.826. 849 168.PVC Open 827.827. 900 587.12.PVC Open 1 ,894.847.843. 901 Steel Open 560.749.749. 904 143.12.PVC Open 022.796.43 796. 906 60.12.PVC Open 739.739. 907 798.PVC Open 1 ,393.859.798.33.60. 950 171.PVC Open 2,749.749. 954 23.64.PVC Open 340.574.574. 958 76.PVC Open 745.745. 959 345.PVC Open 37.745.745. 960 37.PVC Open 34.745.745. 964 139.12.PVC Open 440.787.786.0.48 965 21.12.PVC Open 790.790. 968 673.PVC Open 776.776.Title: INITIAL RUN Project Engineer: DMCw:\...\2006 approved developments well 6 off. wed WaterCAD v7.(07.00.049.00)01/17/07 12:02:46 lIDIIBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 15 of 16 Scenario: 2006 APPROVED DEV. WELL 6 OFF Fire Flow Analysis Pipe Report Label Length Dia Material Control Hazen-Discharge Velocity Upstream Structure Downstream Structure Headloss Pressure(ft)(in)Status Williams (gpm)(ft/s)Hydraulic Grade Hydraulic Grade Gradient Pipe (ft)(ft)(ft/1000ft)Headloss (ft) 971 601.PVC Open 44.749.749. 972 79.PVC Open 749.749. 973 180.PVC Open 47.749.749. 974 904.PVC Open 10.754.754. 975 179.PVC Open 10.754.754. 976 344.PVC Open 752.752. 977 178.PVC Open 752.752. 978 629.PVC Open 577.782.779. 979 592.PVC Open 577.786.782. 980 752.PVC Open 576.774.770. 981 PVC Open 1 ,894.12.770.769.61. 982 100.12.PVC Open 576.774.774. 984 126.12.PVC Open 331.791.791. 985 103.PVC Open 791.791. 986 207.PVC Open 791.791.66 987 32.PVC Open 759.759. 988 415.PVC Open 53.791.791.66 989 710.PVC Open 745.745. 990 846.12.PVC Open 452.791.792.0.42 991 19.PVC Open 785.785. 992 269.12.PVC Open 183.43 791.791. 993 340.12.PVC Open 183.43 791.791. 994 67.12.PVC Open 183.43 791.791. 995 230.12.PVC Open 73.791.791. 996 172.12.PVC Open 73.791.791. 997 147.PVC Open 53.791.791. 998 54.PVC Open 11.40 791.791. 999 190.12.PVC Open 64.791.791. 1000 80.12.PVC Open 791.791. 1001 141.12.PVC Open 791.791. 1002 262.12.PVC Open 791.791. 1003 11.12.PVC Open 791.791. 1005 258.12.PVC Open 278.791.791.66 1006 84.12.PVC Open 269.791.791. 1007 290.12.PVC Open 269.29 791.791. 1008 716.PVC Open 66.0.42 830.830. 1014 443.PVC Open 213.1.37 740.740.0.41 1015 162.PVC Open 213.740.740. 1029 716.12.PVC Open 787.787. 1030 229.12.PVC Open 787.787. 1031 211.12.PVC Open 787.787. 1032 536.PVC Open 12.749.749. Title: INITIAL RUN Project Engineer: DMCw:\...\2006 approved developments well 6 off.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:02:46 ~entley Systems, Inc. Haestad Methods Solution Center Watertown. CT 06795 USA +1-203-755-1666 Page 16 of 16 Scenario: 2006 APPROVED DEV. WELL 6 OFF Fire Flow Analysis Pump Report label Discharge Control Elevation Intake Pump Discharge Calculated(gpm)Status (ft)Pump Head Pump WaterGrade(ft)Grade Power (ft)(ft)(Hp) PMP-560.534.534.215.749.30. PMP-435.543.541.71.41 612. PMP-139.610.610.138.749. PMP-172.40 610.610.138.749. PMP-173.610.610.138.749. PMP-340.624.574.177.752.46 15. PMP-022.399.2,419.377.43 796.43 97.44 PMP-Off 2,473.2,493.739. PMP-393.Fixed Speed Override 372.2,422.437.859.153. PMP-Boost 1 ,894.Fixed Speed Override 640.769.77.847.37. Title: INITIAL RUN Project Engineer: DMCw:\...\2006 approved developments well 6 off.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:03:03 ~entley Systems, Inc. Haestad Methods Solution Center Watertown , CT 06795 USA +1-203-755-1666 Page 1 of 1 Scenario: 2006 APPROVED DEV. WELL 6 OFF Fire Flow Analysis Tank Report Label Base Minimum Initial Maximum Inactive Tank Inflow Current Calculated CalculatedElevationElevationHGLElevationVolumeDiameter(gpm)Status Hydraulic Grade Percent (ft)(ft)(ft)(ft)(gal)(ft)(ft)Full (%) 610.610.611.618.N/A 49.Draining 611. Title: INITIAL RUN Project Engineer: DMC w:\...\2006 approved developments well 6 off.wcd WaterCAD v7.0 (07.00.049.00)01/17/07 12:03:16 !ID\lBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 1 Scenario: 2006 APPROVED DEV. WELL 6 OFF Fire Flow Analysis Valve Report label Elevation Diameter Control Discharge From Headloss Calculated (ft)(in)Status (gpm)HGl HGl (ft)Pressure (ft)(ft)Setting (psi) FCV-Hwy 55 602.12.Closed 820.773. FCV-5 Southhampton 652.Closed 759.820. FCV-6 GREAT SKY Wy 569.12.Inactive 790.790. TCV-Horse Shoe Bend 620.Throttling 577.779.779. PSV-1 Floating Feather 653.12.Throttling 038.820.760.59.72. TCV-State at Well 4 565.12.Closed 745.796. PSV-572.Closed 745.785.55. Title: INITIAL RUN Project Engineer: DMC W:\...\2006 approved developments well 6 off. wed WaterCAD v7.0 (07.00.049.00)01/17/07 12:03:31 l!\NBentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 1