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Home My WebLink About010 - Water & Sewer Demand Report JONATHAN STITES Stites Office Building Water & Sanitary Sewer Demand Report IMEG #24006341.00 PLNAPP #24637 FEBRUARY 2025 Engineering Design Report Stites Office Building Bozeman, MT 2 February 26, 2025 TABLE OF CONTENTS 1. Introduction ...................................................................................................................................... 3 2. Sanitary Sewer System .................................................................................................................... 3 2.1. System Overview ................................................................................................................ 3 2.2. Sanitary Design: .................................................................................................................. 4 2.3. Sanitary Sewer Hydraulic Analysis ...................................................................................... 5 2.4. Original Design Report vs. Proposed Development ........................................................... 5 3. Water Distribution System ............................................................................................................... 6 3.1. Water System Overview ..................................................................................................... 6 3.2. Water Demand .................................................................................................................... 6 3.3. Original Design Report vs. Proposed Development ........................................................... 7 LIST OF APPENDICIES A. Infrastructure record drawings for Baxter Meadows Subdivision Phase 2A B. Water and sanitary sewer design reports for Baxter Meadows Subdivision Phase 2A Engineering Design Report Stites Office Building Bozeman, MT 3 February 26, 2025 Engineering Design Report For the Stites Office Building Prepared for: City of Bozeman, MT IMEG #24006341.00 February 26, 2025 1. Introduction The Stites Office Building project involves the development of two (2) 2,550 square foot office units as a single structure with associated site features. Development is proposed on the eastern half of the existing three (3) parcels situated on lots 4-6, Block 20, Baxter Meadows Subdivision Phase 2A (Plat J-383). This property is located north of Baxter Lane and south of Caballo Avenue in the City of Bozeman, Gallatin County, MT. The project necessitates the amendment of the current plat (Plat J- 383) to reconfigure the existing three (3) lots into the desired two (2) lot configuration as shown in COB Planning App. No. 25039. Additionally, this project necessitates the installation of a sanitary sewer service to service the proposed development plan. The intent of this report is to communicate the new/additional demand on the existing system and to provide a preliminary estimate of the general configuration of features that will be servicing the proposed developments water and wastewater demands. 2. Sanitary Sewer System 2.1. System Overview This development proposes installing a sanitary sewer service, providing connection to the existing sewer system located in the alley to the south of the property. The existing sewer consists of an 8-inch PVC gravity main located within a 30-foot right-of-way for the Alley of Block 20, Baxter Meadows Subdivision Phase 2A. It is proposed to install approximately 20-LF of a 4- inch PVC gravity services be installed from the existing 8-inch main located in the Alley. The connection for the new service will be performed by authorized City of Bozeman staff via live tap, approximately 19-feet west of manhole K0158. The flow rates used herein are according to the City of Bozeman’s Design Standards and Construction Standards, October 2024 and Montana DEQ Circular #2. The peaking factor for the design area is determined by calculating the equivalent population and plugging it into the Harmon Formula. All new sewer lines shall be sized to flow at no more than 75% of capacity for peak hour conditions. Engineering Design Report Stites Office Building Bozeman, MT 4 February 26, 2025 2.2. Sanitary Design: By referencing section 5 in the City of Bozeman’s DCS, an infiltration rate of 150 Gal./Acre/Day was selected. Table 3.1-1 of the Montana Department of Environmental Quality (MDEQ) – Circular 4 (2023), was used for calculating the design flow of the service. The anticipated use is office, table 3.1-1 lists 7-16 employees with a flow generation of 13 Gal./Person/Day. To be conservative, 16 employees per unit with a generation rate of 13 Gal./Person/Day was used to calculate the design flow. Additionally, the service capacity is evaluated at the minimum service pipe size, 4-inch PVC laid at 2.00% (1/4 inch per foot). Generation Rate: 0.1935 ⋅ 150 ⋅ 29.03 16 "⋅ 2 " 32 13 ⋅ ⋅ 32 416 Total Design Flow: The peak hourly flow rate is calculated by multiplying the design generation rate, determined above, by the peaking factor, calculated by the Harmon Formula. Harmon Formula: $% & ’18 ) *.+, ’4 ) *.+, -ℎ: ℎ 0 $% & ’18 ) 0.0320 *.+, ’4 ) 0.0320 *.+, $% & 4.3502 Peak Flow Rate: 1 29.03 234256786293 ) ’416 :;3;786293 ⋅ 4.3502, 1,838.71 1,838.71 ⋅ 1 86,400 >⋅1 ? 7.48052 0.0028 @&> 1A;8B 0.0028 @&> Engineering Design Report Stites Office Building Bozeman, MT 5 February 26, 2025 2.3. Sanitary Sewer Hydraulic Analysis The capacity of a 4-inch service is found using Manning’s Equation: 1 0.463 C ?> D E Where for a 4-inch PVC service: F%G 0.013 H@ I J.K 0.33 > F > 0.02 14L55 0.463 0.013 ⋅ 0.33 C ?⋅ 0.02 D E 0.2691 1A;8B 14L55 0.0028 0.2691 ⋅ 100 1.07% @ Based on these calculations, a 4-inch sewer service is more than adequate to carry the design flows for the proposed development. 2.4. Original Design Report vs. Proposed Development For the proposed development, IMEG evaluated the original design capacity form the subdivision approval in relationship to the new value calculated in section 2.2 Total Design Flow, above. The following information is computed from the subdivision design report. 0.1935 ⋅ 150 ⋅ 29.03 48.54 ⋅ 0.1935 9.39 3,495 ⋅ ⋅ 0.1935 676.28 Harmon Formula: $% & ’18 ) *.+, ’4 ) *.+, -ℎ: ℎ 0 $% & ’18 ) 0.00939 *.+, ’4 ) 0.00939 *.+, $% & 4.4172 Engineering Design Report Stites Office Building Bozeman, MT 6 February 26, 2025 Peak Flow Rate: 1 29.03 234256786293 ) ’676.28 :;3;786293 ⋅ 4.4172, 3,016.29 3,016.29 ⋅ 1 86,400 >⋅1 ? 7.48052 0.0045 @&> 1A;8B 0.0047 @&> In conclusion, the proposed development is generating less than what was assumed and accounted for in the development of the subdivision. Therefore, it is understood that the existing collection system has adequate capacity and will not be negatively impacted by the proposed site development. 3. Water Distribution System 3.1. Water System Overview Domestic and landscape irrigation water will be provided by the City of Bozeman’s Municipal System. It is proposed to extend the City’s existing two services located south of Trakker Trail, as indicated by the record drawings, to service the project site as part of this development. This section will assess the developments’ domestic and irrigation demand on the distribution system and evaluate how the anticipated demand compares to the subdivisions water report. 3.2. Water Demand The design approach taken to determine the water demand for the proposed office building was done by referencing the City of Bozeman Design and Construction Standards (Oct. 2024), Chapter 4.2.4.B. Since the proposed development is an office building and has no dwelling units, the typical flow value for an office as indicated by MDEQ Circular 4, Table 3.1-1 is 13 GPD/Employee. Irrigation demand is based on values provided on the approved landscape design. 16 "⋅ 2 " 32 N% I0 13 ∙ ⋅ 32 416 % I0 225 I0 416 ) 225 641 Based on the data above, the proposed development is estimating a daily demand of 641 GPD. Engineering Design Report Stites Office Building Bozeman, MT 7 February 26, 2025 3.3. Original Design Report vs. Proposed Development The original design report provided by RPA dated April 2004 states that for Baxter Meadows Subdivision Phase 2 assigned a total of 2.54 occupants (DCS Section 4.2.4.B, 2.17 people) per unit with an average demand of 200 GPD (DCS Section 4.2.4.B, 135 gpcpd) per occupant. For conservative calculations, it is assumed that at the time of the subdivision creation there was an intended 1 unit per lot. Due to the lot reconfiguration for the current development, an equivalent 1.54 lots is being evaluated from the original report. These assumptions and approach result in an allocated 782 GPD. "% , P 5,Q$ 20 ) P 6,Q$ 20 5,474 >& ) 5,474 >& 10,948 >& 2 P I00 , P 5,Q$ 20 8,427 >& 1.54 P 1 R P ∙ 1.54 P ∙ 2.54 R ∙ 200 782 4. Conclusion In conclusion, the proposed development is expected to demand less than what was assumed and accounted for in the development of the subdivision. Therefore, it is understood that the existing system has adequate capacity and will not be negatively impacted by the proposed site development. Summary of Design Values Original Subdivision Proposed Development Water (Existing Service Stubs – (2) 2” Type “K” Copper) 782 GPD 641 GPD Sanitary Sewer (New Service Stub – (1) 4” SDR-26 PVC) 0.0047 CFS 0.0028 CFS Engineering Design Report Stites Office Building Bozeman, MT 8 February 26, 2025 APPENDIX A INFRSATRUCTURE RECORD DRAWINGS FOR BAXTER MEADOWS SUBDIVISION PHASE 2A Engineering Design Report Stites Office Building Bozeman, MT 9 February 26, 2025 APPENDIX B WATER AND SANITARY SEWER DESING REPORTS FOR BAXTER MEADOWS SUBDIVISION PHASE 2A • ^•"4•ntI..•;mImF;k.-"-^^?y3>KS.'. ••• '.-S;^PHASE IIBAXTER MEADOWS^•^&Jfsit<!.'.w,s.Ks^^SANITARY SEWER SYSTEM DESIGN REPORTOCTOBER 2003m^^:By:ROBERT PECCIA AND ASSOCIATESP.O. Box 5653HELENA, MT 59604•f'.u. •)•''•» ' • '.<-Ju-' ^Li;I >,u' •it.J:'.iRT^y:c0^~yIIs\/**<f^^$For:CTTYOFBOZEMANBAXTER MEADOWS DEVELOPMENT )r-'n.)tr •Lu'^Sr^iSSy'?-'Bf ^i^ii^'":%-y"^•f.'DESIGN REPORT - SANITARY SEWER SYSTEMAS PER COB DESIGN STANDARDS AND SPECINCATIONS POLICY (MAY 2003)SANITARY SEWER SYSTEM DESIGN CRFTERIA1. The sanitary sewer system improvements were designed according to COB design standards,WQB Circular No. 2, MPWSS, COB Modifications to MPWSS, COB Wastewater Facility Plan,and the Uniform Plumbing Code.2. A Wastewater System Improvements Preliminary Engineering Design Report for the BaxterMeadows subdivision has been approved by the City of Bozeman. The report lays out the overallsanitary sewer plan for the subdivision and the surrounding area.3. All sewer mains were designed to flow no more than 75% full during peak conditions.4. Sewer flow was based on the rates specified in the COB design standards (72gallons/person/day and an infiltration rate of 150 gallons/acre/day). Appropriate zoning densitieswere used (see attached). Residential flows were calculated using COB Design Standards TableV-l, page 46.5. Non-residential flows were calculated using COB Design Standards Table V-2.6. Manning's friction factor 0.13 was used to design the sewer mains. Appropriate peakingfactors, using the formula specified in the COB Design Standards, were used.7. Manhole spacing for the Phase H project are less than the required 400 feet.8. Most of the Phase II sewer mains are 8-inch and the manholes are 48-inches. A 60-inchmanhole is included at Baxter Parkway and Baxter Lane. The manhole sizes are in compliancewith COB Design Standards.9. Pipe inverts at manholes are set so the 80% depth point for each main are at the sameelevations.10. No sewer main has a diameter smaller than eight inches.11. All sanitary sewer services are designed according to the size, slope, and locationrequirements of COB design standards.12. Access to manholes that will lie outside paved areas will be provided by a 12-ft, gravel all-weather access road.f •LJfIj rCHECKLIST SUBMFTTAL INSTRUCTIONS:This checklist may be used in lieu of a complete department review when the conditions listed below are met. The department' reviews all certified checklists for completeness and accuracy and must approve al] deviation requests. Deviation requests willresult in slower tum-around by the department. Checklist submittals can not be utilized for new public wastewater systems,Construction is unlawful until approval of the certified checklist is granted by the department. Department approval will be issuedin a letter to the design engineer submitting the plans and specifications.All sections of the certified checklist must be completed. The answer yes may be checked when all the requirements of thesection being addressed are satisfied. Where a yes answer cannot be given, a deviation must be requested or the applicant mustexplain why that section of the standard is not applicable. All deviation requests must be justified by the design engineer andsupported with appropriate documentation. Those sections of the standard that use the language "should be"; "is recommended";or "is preferred" do not require a yes answer or a deviation. The department will conduct a complete review of a fraction of theplans and specifications submitted with certified checklists.All sewer main certified checklists must be signed and stamped by the professional engineer responsible for the design of theproject. In addition, the following infonnation must be included with the submittal of the certified checklist:1. Two sets of plans and specifications signed and stamped by a professional engineer.2. An engineering report addressing the design capacity and flow requirements in sections 32 of Circular DEQ 2. Theengineering report must include all applicable analysis and supporting assumptions.3. A map showing the location of the proposed sewer main in relation to the rest of the distribution system.4. For sewer main extensions: An approval letter from a professional engineer who is empowered by the owner of apublic system providing service to the proposed sewer main and who represents the interests of the public system withregard to system capacity and other pertinent issues to the system. For those systems not represented by aprofessional engineer (city engineer) on staff (or retained), the above mentioned approval letter is not required if theproposed sewer main is part of a utility master plan previously approved by the department. A copy of the applicableportion of this master plan must be included in the certified checklist submittal.For sewer main replacements: The main replacement pipe diameter must be equal to, or greater than, the existing pipediameter and an approval letter from the owner of the system providing service must be submitted with the checklist. Aprofessional engineer on stafiTor a master plan is not required.Systems not able to satisfy the above criteria are not eligible to use the certified checklist and are subject to a completedepartmental review of the plans and specifications.5. Certification that a professiona] engineer will be retained for construction inspection and will certify completion inaccordance with the approved plans and prepare as-builts for subminal to the department within 90 days of projectcompletion.The fee for processing each certified checklist is $25.00 and must be included with the submittal. The E.Q. number, fee and dateems will be filled in by the department. Completed checklist submittals may be mailed to: Department of Environmental Quality,rermitting & Compliance Division, Community Services Bureau, Metcalf Building, P.O. Box 200901, Helena, MT 59620-0901;or for those systems served by the Billings Office: Department of Environmental Quality, Community Services Bureau, AirportusinessPark 1P-9,1371 Rimtop Drive, Billings, MT 59105-1978. Questions can be answered by writing the above address orpiling (406) 444-4400 in Helena and (406) 247-4445 in Billings. ^'"rDEPARTMENT OF ENVIRONMENTAL QUALITYSEWER MAIN CERTIFIED CHECKLISTfi. 1Project Name ^ )C-^V- M ^^ Z^^ ^ 4 ,.^ J ^'^ i ^^-ys — •:?^ ^7^ XLocation £E '/4- ^ t^^)41^ J-4, Tl ^ (2$£. County __^^^aJ^^_Public Supply OwnerAddress <^ff ^^^ <3>////C.^y ^ 7^ ^(,^-2^^ i^/^y^L /^.^ff ^^^^,^^ ^ ^-T ^977/'^^^-1' ^r^^ < 7^-^O^J^_Engineer.Address ^Z^ <^4>z<?t- /^1/fc. . M»/fv}a^^%-^/•masDESIGN STANDARDSThe plans and specifications for the above reference project are in compliance with the following sections of theDepartment ofEnviromnental Quality Circular DEQ 2,1999 Edition.SECTION 31 Yes ^ Deviation RequestedN/A D Explain.SECTION 32 Yes ^ Deviation Requested__N/A D Explain ___SECTION 33.1 Yes ^ Deviation Requested _^__N/A D Explain.SECTION 33.2 Yes X Deviation RequesterN/A Q Explain.SECTION 33.41 Yes/ST Deviation Requested.N/A D Explain.SECTION 33.42 Yes X Deviadon Requested.N/A D Explain.SECTION 33.43 Yes ^ Deviation Requested.N/A 0 Explain.JSECTION 33.44 Yes J0' Deviation Requested.N/A D Explain.^.J-3-10/04/99 r1f -. JJ^ 1.. JSECTION 33.45 Yes ^ Deviation Requested(N/A D Explain.SECTION 33.46 a. Yes D Deviation Requested.N/A ^Explain A^^ ^^^^^ /^g^T^f2. <~^^(/ ^cf/n^SECTION 33.46 b. Yes D Deviation Requested.N/A ^ Explain ^/^ //^yP^h /^E^?~^l2. 7^^\1 »Z.^^>SECTION 33.46 c Yes D Deviation Requested.N/A f Explain A/^ <^^^A /f-ft-^^T^/i. 'T^X/ r^^^SECTION 33.5 Yes ^( Deviation Requested.N/A D Explain.SECTION 33.6 Yes ^ Deviation RequestedN/A D Explain.SECTION 33.7 Yes/^ Deviation Requested.N/A 0 Explain.SECTION 33.81 Yes JC Deviation Requested.N/A D Explain.SECTION 33.82 a Yes^ Deviation Requested .N/A D Explain.SECTION 33.82 b Yes/8" Deviation Requested.N/A D Explain.SECTION 33.83 a Yes/^ Deviation Requested.N/A D Explain.SECTION 33.83 b Yes ^ Deviation Requested.N/A D Explain.SECTION 33.83 c Yes/ff Deviation Requested.N/A D Explain.SECTION 33.84 a Yes ^ Deviation Requested.N/A D Explain.SECTION 33.84 b Yes ^ Deviation Requested.N/A D Explain.SECTION 33.85 a Yes^K. Deviation Requested.N/A Q Explain.SECTION 33.85 b Yes J^ Deviation Requested .N/A D Explain.-4-10/04/99 r--t- i•I^J' ^J^Jk-Jr '%¥S^^;^m^7ii.£.Li-;ft"•iSat':"'-SECTION 33.85 c Yes /tf" Deviation RequestedN/A D Explain.;:.•%:•'>SECTION 33.85 d Yes X Deviation Requested.N/A D Explain.SECTION 33.91 Yes ^ Deviation Requested .N/A D Explain.SECTION 33.92 Yes ^ Deviation Requested.N/A D Explain.SECTION 33.93 Yes ^ Deviation Requested .N/A D Explain.SECTION 33.94 Yes ^ Deviation Requested .N/A D Explam.SECTION 34.1. Yes X Deviation Requested/ •N/A D Explain.SECTION 34.2. Yes D Deviation Requested.N/A 'B^Explain A/ff l>/2ffp /U/^t<l^<y^&^SECTION 34.3. Ye^ff" Deviation Requested.N/A Q Explain.SECTION 34.4 Yes'& Deviation Requested.N/A D Explain.SECTION 34.5 Yes ^ Deviation Requested.N/A D Explain.SECTION 34.6 Yes/K Deviation Requested,N/A D Explain.^SECTION 34.7 Yes ^ Deviation Requested.N/A D Explain.SECTION 34.8 Yes D Deviation Requested.N/A ^ Explain /V^ (:'0/2j2^>4/\/E Q^/U^/T~/£>^/^' \SECTION 34.9 Yes D Deviation Requested__N/A ^Explain Afdl £l^KftT'/!/^AL- ^PiA\ft/UEf.fT M^-^-H-^^S^SECTION 35 Yes D Deviation Requested.N/A JS. Explain /t4 /A/L/£J^re£> 4l^^-^^>^SECTION 36.1 Yes D Deviation Requested.N/A ^ Explain ^/0 5^1>U^/^ ^<f^T^L A/&^^ ^^S^M-5-10/04/99u /''r^r^r^r. jJ^ iSECTION 36.11 a Yes D Deviation Requested.N/A ^ Explam AVff 4£'U/E^. /^ff^^S^ A/£A^^ ^T)Z£^-MSECTION 36.11 b Yes D Deviation Requested.N/A ^ Explain //ff ^£\^e'l^ ^7^^T£^ A/f^^l^ ^T/2jE^MSECTION36.Ie Yes D Deviation Requested.N/A ^ Explain A^a ^^LU^S. i^^4r-^J^ A/fE^^ ^'r&E.^^ASECTION 36.12 Yes D Deviation Requested.N/A^Explain A^ ^£)A}KJ^ Z^^^?-^^ A/S^-11^. ^r-/Z^4^SECTION 36.13 Yes D Deviation Requested.N/A S Explain ^^ ^T^tACJ-t^^^ /^fe^/2. ^T^SAMSECTION 3 6.14 Yes D Deviation Requested.N/A <T Explain MO ^SK/^2^ Cl^^/^^ Sr^.£/^MSECTION 36.21 Yes D Deviation Requested.N/A ^ Explain ^ ^EU^lS^ G^^f./^^. ^T^E/^^SECTION 3 6.22 Yes D Deviation Requested.N/A ^Explain A/o ^f^^Z_ ^/Z^^/^6- ^m^^-MSECTIONS? Yes D Deviation Requested.N/A ^Explain A^H A^C-iAL^ (2^7^//0<^^-SECTION 38.1 Yes ^ Deviation Requested.N/A D Explain.SECTION 38.2 Yes^ Deviation Requested.N/A D Explain.SECTION 38.31 a Yes/B, Deviation Requested.N/A D Explain.SECTION 38.31 c Yes ^ Deviation Requested.N/A D Explain.SECTION 38.31 d Yes ^ Deviation Requested.N/A G Explain.SECTION 38.31e Yes X Deviation Requested.N/A D Explain.SECTION 38.31 f Yes ^ Deviation Requested.N/A D Explain.SECTION 39.1 Yes ^ Deviation Requested.N/A D Explain.-6-10/04/99 /-r. J<<^JCERTIFYING STA TEMENTI certify that I have examined the above checklist and supporting documentation and attachments and find this iafonnationto be correct, tme and complete. I find the plans and specifications for the above reference project to be in compliancewith the Department of Environmental Quality Circular DEQ 1 as specified above.10 /-^ ^ / 0->ve^Vv^.^.A.^ Y (Signature o^Professional Engineer)Montana P.E. Niunber.4^'ii(Date Signed) 7/rPE Stamp; IiQWA^«•/-/••..^^^:°<^^^..-^y^^^•J-371£ / |^T^^-.^"'-7-10/04/99 '~\If~>r-ipEitKJ-Ms,«I',Mil:'^l!-^we^ /^«/^ ($. ^2,^ /^// S^<.^»sss^tSS^^^-6^^' T~\ • ^.^-••%*>a •':;: ^^v^s^:^w;-'&<ss,^<<-.'' ,--.•\^'-, ^/7^c ASr.er·, _^jr—j1)$"^••]A/^^_ F^y^^ - /?^^r^^ /t^^//^^^ /^A^. TZl^.^'\4.iBaxter MeadowsScale: 1"=300'$^14/^^aaanaDDDa a a aa a a a!a a a a' a aa aaaaaaaoD^-^h r?A^6-''P^^£.J^T^f^^.^.^^ ;^'—1•:•;'^ o^>cA ^/^^<<& JZ:,^f^L^^'^^ ^u^fl^^l^^^^^!mfE"RS3s^wy^^I K 5 ^/^A^-l^f\•XSf.Wysy.-.- •t.'V'.^-s:^ ffK-)^, CiOfs5^36-g»1-4^^Y<?" | .77^^/^" I /.Z6c^j ^fl \^s^, CCJ^-S(op<-. 30^-^,^^c^/-/J<?^>^. 0^ ^ ^6/^p><?3 t6/-^><^ t^- ^^Af€.^^^C. .^>5- <n ^^^h-.msS3-s\'^^s^611^=- o^.zc^-L^^^\>t\^rN^^tf8"'-8d.fflc^cf<Jyiy »s^^^<<X:8^•r,&^•'I, I^i^8"; ...B"{'"--r/Z-'' CM,'i^ ;^:(.oLl^I1utZcps<^^>Ki'^bry- v-i—i^^t^r??^,s*<<^< I'^!^\^1^^1^^«-^*<<J^( .I^%^N»"•"'Mss's^wfsfses^^y^Bc^<yfi^9&^ 1^/6-s&s^o.^<^ —^^£j^"\0,^chfI^^^I1^^»0. !6^ $I "WMIpT^ f .^^-^...^..^^'^•^•-?^K»;'»-',;.T"-;3.»^:-F.-;. ..^:;pMapinr^^ ^ .t^^-^ . ^^'f?^--^":;^K;"s5iSS?'BSS>.|^'ff»--—^^^-Ss^Tr^l<jcjf^- '^»il. -cii:.-?-i-^. - ^•eyyy^v^'-'vwIIs'^b::^—^./^^^<y^^<(IA" ^•^^m-m®siSBs''.,4.;ti,|/<uuj 14: ua fAA 4UB 58752'"'•' •B^:'MORRISON-MAIERLE/'"@002^Table V-lRESIDENTIAL ZONING DENSmESZONE POPULATION DENSHYCPeople/Acre)es-^->R-lR-2F3AR-4R-0R-SR-MH3.817.6212.1J12.1912.192.5418.4Table V-2BUSINESS AMD MANUFACTURING FLOW RATESZONE CLASSIFICATIONFLOW (GaUons/Acre/Day) '"EQUIVALENT POP.(Peqple/Acre)M-1M-2AA20202020Jd»28.0628.0648.54*To be used for peakmg factor computation. Based on 72 gal/capita/day46 f~^r^nt JF1;r 'f 'Ar •f •. Jr •? !.J1. 1^w.C4ft«sV/.«»^^s^Roben Peccia & AssociatesHelena^ MontanaCivilTransportationEnvironmentalEngineersA^/^t- ^ff^^^Project:Project Number:By: T7/^^//^^Date: <S— ff~ — ^SScale:.s^^x^-h y?^'^^^ ^-^^^ ^ ^^^f^^f'^'^}r"0/- t^f Tt^/c •^- /^'•f^t-> /€3 /7^<t- ^c^^ ^ -^2. ^.<?ffA<^^^J.^^. %^fe /^^^^Z./fy.. ^.^x^^,^ ^^W.(^ f^^le^{'' /3 . /%^^ ^ «^y.^y ^^ j^ , ^^ ^ ^^^^ ...^.^^.^.^^^^^^.'.. €S.vi ..:...^^...^j?^ ^ :. ^•^--^ .^?cp/e^^^ ^ ^^^v^^ ^^^^^-jf'^ 7^^i~)"" ---j-:--'"" "• •" '• •: -'7 Y- "" -:-J^ ^/^ /^^ l^^^^ ^..I.......-.!...J?}urLJr-—t—LJ825 Ouster Avenue • RO, Box 5653 • Helena, MT 59604 . (406) 447-5000 • FAX (406) 447-5036 • www.rpa-hln.com r-^.-.W^.^'-'^^S.-K^..-^sS-mQS: '•;K'S^ ^^^)^/~^ pc^^t^j^ /^^*^) '^ '~n-«/<'L^DEAD MAN'S GULCHm3S»^^^ti*^*:;»^•sa^^%['wasssis^^*-gm^mmmmImJESTRIANfs:E asmmii^F^EsIi^S^y-S®i®S®%?i%gB?!»(WMrTlQeNtESS^5<,BREAKMSt.;M¥Sf^.)-'Ss.^tSv'iPHASE I^t^^n§mm)T^•..:..;>£2%^»e^PROPOSEDREGIONALPARKs&^Potential DepartmentofPuUlcSafBtyComptexu.' IOAK STREET^)?ZX-^yflL^^ /^uU)^L-tA-**-<^.^prc'y" ^<^i<-^1/ A-f^F^pc^'e^flAetwM-.'^'M^,;1^-^.. ^:-ti".f,ui"f:i?,.,-AVT<l'<?i:.'-.<A'».'"T'-'.'.•If'"- rr •r •ff)I ': .')^w.^0<:sI/•ss^^Robfc. tf Peccia & AssociatesHelena, MontanaCivilTransportationEnvironmentalEngineersSoX.J-fY-Project:Project Number:By: ~7~~- .^/(.<//e V)Date: ^S -A-^SScale: -CoL$^|Ot-y^ ^yc.. (^^tA.^ <y4- T^<aU^^)_/. ^-e^i^/z^e- ^^e^^.^ S^ vi.y{ ^T^.^- ^3 /^.iZ ^v^^^^^^^^^ ^7~^ ^i I e^^-^3 . : !'"";""" -—;""•••-"-••"•;•^. 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';-'i' : i' . -'I '!. : •:'F ') 'i'- . . : '..; . .. ... ji. r:T..; :.^:i'. r.'^ ':":T '.^' .^."''.'.T'.T.'I i.;-': .r'i '.''.'.:.'i 'i.'7 .^,' 'r.•:",••;• i"j - "|-i -.l-.i-.;.f.--. ,.i.,.....^..,.-; ;..jT-r:T:i"fl~i~7".tTt'T'tt.'r~1.;..,.;..,..,.i I...;.;...;..;-.: ..-..; .1......!..:.;. j..i. ;...[..;..,ti:y.r-i;B:?^j^':rsi:ji':p^•-•:-i-r'!"i-:•-:-L.; :.,.: .- . ! . -;.,r ;"|-:'T";-; -:--'-r--^~ j - —•-;_,.;4- •-.;.;-• •"•I ^ ,.:..:-.;.:..<..:..„ ; ^....... I--.:. ;.,.' ^..;....!..;-.;..,. .:.;.;..<..:..,J..; ,.;...;.-i •'- /^^hi^ ^€^ <f M,]^^^^r-»--'DEAD MAN'S GULCHr -.f'. ^r 'f<<t '. iy '.J.J•-J^J%E*sai^mr^s*JUNBIRww»mm@»s^msimw~^6:amEOUESTRIAMItCENTERiSlefi•yeiy^\t.-[^»-Sdgi)MI^s».:flAxm:^;-^%s®M^^'Yy\a^^^PHASEy'^uiVi^'^^sxQ^.•sS^^'-.^W&.f.-s'S'-©f^°ll-^^ggirsPROPOSEDSSf,REGIONALPARKPotential Departmentof Publfc Safety ComplexOAK STREET n-*-"7n1nr--;r-1r'f'r •;fPHASE IIBAXTER MEADOWSWATER SYSTEM DESIGN REPORTOCTOBER 2003)r 'i- >(t Jr •Jy iJr i^^ J—iBy:ROBERT PECCIA AND ASSOCIATESP.O. Box 5653HELENA, MT 59604^L^c-^vIs\/^32"%?For:CFTY OF BOZEMANBAXTER MEADOWS DEVELOPMENT 1r~>1r •rir •f •I Jf •i. *f •. JfJ.JDESIGN REPORT - WATER DISTRBUTION SYSTEMAS PER COB DESIGN STANDARDS AND SPECIFICATIONS POLICY (MAY 2003)A. WATER DISTRffiUTION LINES DESIGN CRFTERIA1. The distribution system improvements were designed according to WQB Circular No. 1, COB designstandards, MPWSS, COB Modifications to MPWSS, COB Water Facility Plan, and COB Fire ServiceLine Standard.All proposed water pipe is ductile iron.2. A water master plan has been submitted and approved for the Baxter Meadows subdivision.3. This document is part of the "design report". See attached drawings for site plan.4. The water distribution system for the Baxter Meadows subdivision was modeled using HaestadMethods Watercad software while preparing the water master plan. Phase II improvements were alsomodeled using Watercad. The model shows that peak hour demand is met with pressures far exceedingthe minimum required. Fire flows were also modeled. The proposed Phase H distribution systemsatisfies all COB fire flow and residual pressure requirements. A report containing a description of themodeling process, modeling parameters, and the results is contained in the appendix.5. The layout of the Phase II mains is such that all water mains are looped. All temporary dead-endmains (short lines that will be connected to in subsequent phases) contain blow-off hydrants.6. Services6a. The Phase H project contains two 2-inch water services and two 4-inch fire services.6b. The water services are type "K" copper and the fire services are ductile iron.6c. Service stubs will be installed according to COB standards. The services are placed at lot centers.6d. All COB plumbing application and permitting requirements will be adhered to.6e. Backflow prevention devices and will be installed on all services. Meters will be installed on allwater service lines. These features will be internal to future buildings and are not part of this currentsubmittal.6f. Services on the project are of uniform size from the line tap to the building structure. Each servicesupplies a specific building.6g. Service line stubs are adequately sized.7. Valves7a. New valves will be installed at all connections to existing mains.7b. Valve intervals are less than the required 500 feet. riir7c. Each leg of main intersections has a valve.7d. The valves are placed so only one hydrant will be shut down when any main is closed.8. The hydrants for the Phase H project are spaced approximately 400 feet apart. Each new intersectioncontains a hydrant.9. No air relief valves are required on the Phase II project.10. No pressure reducing valves are used on the Phase II project.11. All tees, bends, and ends contain thmst restraints per COB standards.r •i Ir •Jf!11r itjr1k^Jf I.JIj IIIrI*. ^r •^^rJt>, —-r-^.-^. _ /^ Isiontaifca Department of-ENvmoNMraTAi QuAimrPERMITTING & COMPLIANCE DIVISION• Water Main •CERTIFIED CHECKLISTIOctober 4,1999 /^r 'r1Ir 'Ir'ff1.rJf.Juj^ i--itCHECKLIST SUBMITTAL ENSTRUCTIONS:This checklist may be used in lieu of a complete department review when the conditions listed below are met.The department reviews all certified checklists for completeness and accuracy and must approve all deviationrequests. Deviation requests will result in slower tum-around by the department. Checklist submittals can notbe utilized for new public water systems. Constmction is unlawful until approval of the certified checklist isgranted by the department. Department approval will be issued in a letter to the design engineer submitting theplans and specifications.All sections of the certified checklist must be completed. The answer yes may be checked when all therequirements of the section being addressed are satisfied. Where a yes answer cannot be given, a deviationmust be requested or the applicant must explain why that section of the standard is not applicable. All deviationrequests must be justified by the design engineer and supported with appropriate dociunentation. Those sectionsof the standard that use the language "should be"; "is recommended"; or "is preferred" do not reqiiire a yes aiisweror a deviation. The department will conduct a complete review of a fraction of the plans and specificationssubmitted with certified checklists.All water main certified checklists must be signed and stamped by the professional engineer responsible for thedesign of the project. In addition, the following infonnation must be included with the submittal of the certifiedchecklist:1. Two sets of plans and specifications signed and stamped by a professional engineer.2. An engineering report presenting, at a minimum, the information required in section 1.1.1 through 1.1.14.ofDEQ-1. The engineering report must mclude all applicable analysis and supporting assumptions, suchas fire flows, etc.3. A map showing the location of the proposed water main in relation to the rest of the distribution system.4. For water main extensions: An approval letter from a professional engineer who is empowered bythe owner of a public water system providing service to the proposed water main and who represents theinterests of the public water system with regard to system capacity, pressure and other pertinentissues to the system. For those systems not represented by a professional engineer (city engineer) onstaff (or retained), the above mentioned approval letter is not required if the proposed water main is partof a water utility master plan previously approved by the department. A copy of the applicable portionof this master plan must be included in the certified checklist submittal.For water main replacements: The replacement pipe diameter must be equal to or greater than theexisting pipe to use the certified checklist and an approval letter from the owner of the system providingservice must be submitted with the checklist. A professional engineer on staffer a master plan is notrequired.Systems or projects not able to satisfy the above criteria are not eligible to use the certified checklist andare subject to a complete department review of the plans and specifications.5. Owner certification that a professional engineer will be retained for construction inspection and willcertify completion in accordance with the approved plans and prepare as-builts for submittal to thedepartment within 90 days of project completion.The fee for processing each certified checklist is $25.00 and must be included with the submittal. The E.Q.number, fee and date received items will be filled in by the department. Completed checklist submittals may be-2- n0inmailed to: Department of Environmental Quality, Pennitting & Compliance Division, Community ServicesBureau, Metcalf Building, P.O. Box 200901, Helena, MT 59620-0901; or for those systems served by theBillmgs Office: Department of Environmental Quality, Community Services Bureau, Airport Business Park 1P-9,1371 Rimtop Drive, Billings, MT 59105-1978. Questions can be answered by writing the above address orcalling (406) 444-4400 in Helena and (406) 247-4445 in Billings.ITtr 'r •if ~I[Jnt!I. Jr '^JfJ^ I^J-3- n1r~ir •r -r -DEPARTMENT OF ENVIRONMENTAL (QUALITYWATER MAIN CERTIFIED CHECKLISTProject Name ^/jiy/-^^- A^^^^ffvJ4f ^c/^c/^j ^ ^c/y\ — Ph^^e^JZ^-Location <^^ ^- ^=>^c^ ^ 7T^ ^5'f County __^L^Z^L.Public Supply Owner L^e-~^\) a i- £j£>^i^^\ay[Address ^^ £. G//l/^ . ^^ /^^^) . &h&»i<S( y? , ^7- .^977/Engineer ^?/i?5r^ ?^-^-c^i ex.-s-^ //^^^^/<fl^'7ze^^Address^2^T ^^T^T ^6.^ T^/^-^^^ ^7~, 15'96^/Department use onlyFee SubmittedE.Q. Number._Date Receivedr 'DESIGN STANDARDSThe plans and specifications for the above reference project are in compliance with the following sections of theDepartment of Environmental Quality Circular DEQ 1:SECTION 8.0.1 Yes ^ Deviation RequestedN/A D Explain.SECTION 8.0.2 Yes X' Deviation Requested.N/A ExplainSECTION 8.0.3 Yes ^ Deviation Requested ^N/A Explain.SECTION 8.0.4 Yes ^ Deviation RequesterN/A Explain.SECTION 8.1.1 Yes ^ Deviation Requested.N/A Explain.SECTION 8.1.2 \esX Deviation Requested.N/A Explain.SECTION 8.1.3 Yes Y Deviation Requested.N/A Explain.SECTION 8.1.4 Yes Deviation Requested.^.1N/AY Explain >\/6 ^MA-t.^ M^-tA/b, J-4-10/04/99 r'SECTION 8.1.5 Yes / Deviation Requested.N/A Explam.SECTION 8.1.6 a. Yes ^( Deviation Requested.N/A Explain.SECTION 8.1.6 b. Yes Deviation Requested.N/A V Explain /^ A&f^ SA^JD ^^W^ - &i£>l^-OPF /hf^>/e^T5 /^//&^SECTION 8.2 Yes X Deviation Requested.N/A Explain.SECTION 8.3.1 Yes / Deviation Requested.N/A Explain./<SECTION 8.3.2 Yes/ Deviation RequestedN/A Explam./ 'SECTION 8.3.3 Yes )( Deviation Requested.N/A Explain,SECTION 8.3.4 Yes )( Deviation Requested.N/A Explain.SECTION 8.4.1 Yes Deviation RequestedN/A^ Explain A/ff /^//2- ^£^E^ l^A^l/£.^SECTION 8.4.2 Yes Deviation Requested.N/Ay Explain A/ff ^-/t^. ^£^£F' V^-^l^^SECTION 8.4.3 YesN/A< Explain.Deviation RequestedA/C} /fM^M0E&.(.SECTION 8.5.1 Yes ^ Deviation Requested.N/A Explain.SECTION 8.5.2 Yes ^ Deviation Requested.N/A Explain.SECTION 8.5.3 Yes ^ Deviation Requested.N/A Explain.SECTION 8.5.4 Yes )(' Deviation Requested.N/A Explain.SECTION 8.5.5 Yes X Deviation Requested.N/A Explain.•^J-5-10/04/99l^J rntr '> )rt, *tf •ftltI '.).J»_^/SECTION 8.5.6 Yes/ Deviation Requested.N/A Explain.SECTION 8.6.2 Yes/ Deviation Requested.N/A Explain.SECTION 8.6.3 Yes/ Deviation Requested.N/A Explain.SECTION 8.6.5 Yes Deviation Requested.N/A^< Explain /^ ^^^^^ y^LyA^ / }&^fL-A/^U/ A^7-£^ ^/^g^SECTION 8.6.6 Yes /, Deviation Requested.N/A Explain.SECTION 8.6.7 Yes Deviation RequestedN/A^ Explain A/ffi ^/ur^A//A^T/^ ^Wi^<tK^ A^^4^ 7^^7'C'^r'SECTION 8.7.1 Yes Deviation Requested.^A> y^yuei- ^/^r-e/^ ^>^/A^^^N/A^ Explain.SECTION 8.7.2a. Yes Deviation Requested .N/AX Explain A/ft ^/£>£^Vt/^:TB^SECTION 8.7.2 b. Yes Deviation Requested.N/A ^ Explain A/6> /^//U/>£)ZW^'r^/^ (2/2^^/^<^SECTION 8.7.2 c. Yes Deviation Requested.N/A^ Explain A/ff /YA^/) ^^-11/^7^^ ^/2^^4,^^SECTION 8.8.1 Yes Deviation RequestedN/AO( Explain ^ fif^^^SECTION 8.8.2 Yes Deviation Requested .N/A)< Explain ^/> /?p^/A^^ ^^T-^-ft 'fi^g.^^'MT^SECTION 8.8.3 Yes Deviation Requested.N/A ^ Explain A/6 2^AyT£/2.1f^'^K'^-~r7^A/^SECTION 8.9.1 Yes )< Deviation Requested.N/A Explain __SECTION 8.9.2 Yes D Deviation Requested,N/A^ Explain A/o <5^^$7'S<ZSECTION 8.11 a. Yes D Deviation Requested.N/A/; Explain A/ff /^.f7'£iZ. /^^L-/Af^ -^7^^^/(/^SECTION 8.11 b. Yes D Deviation Requested.N/AX Explain A/£> lA/^TS^- /r/^2-//^^ ^7^7^^/t^I-6-10/04/99 ». ' •^"-.r ^1r')nf^Ir •tSECTION 8.11 c. Yes D Deviation Requested.N/A -^Explain ^/^> l/y^-TE/Z^ ^.^^Ayy?^ ^7-^ri^MSCERTIFYING STA TEMENTI certify that I have examined the above checklist and supporting dociunentation and attachments and find this informationto be correct, true and complete. I find the plans and specifications for the above reference project to be in compliancewith the Department of Environmental Quality Circular DEQ 1 as specified above.<y\j\i^y<^y (Signature of Professional Engineer)Montana P.E. Number4^11IOl^i/03^(Date Signed)f •{PE Stampf)u? tt.Jf ILiIJJI•^w\IL//^IW I * i'7I£ „ /'^^.ST^^/<^_ ''••^...^••'-7-10/04/99 1'-'innnBAXTER MEADOWSWATER SYSTEM IMPROVEMENTSPHASE IInnf{;!i1IJ11i11f'Iuf •LJuu(.Jr5/19/03Prepared By:Robert Peccia & AssociatesTerry Mullen, P.E.Prepared For:Baxter Meadows5/19/03L-JLJ nnnr~*Inanr •fi;(1f'IBaxter Meadows^Phase II -Water System Modeling and Fire Flow AnalysisWater system modeling of the proposed Baxter Meadows Subdivision - Phase H was performedby Robert Peccia & Associates using WaterCAD by Haestad Methods. Two scenarios: fire flowsand peak hour demand, were modeled. Maximum day demand plus required hydrant flows areused to model fire flows. Maximum day demand was calculated by multiplying the average daydemand by 2.5. Peak hour demand was determined by multiplying the average day demand by3.0 (The multipliers were taken from the City ofBozeman Design Standards).A model created by Momson-Maierle, Inc. was used as the base for the model. Demand nodesfor the new Cattail Creek Subdivision and other future development in the vicinity of BaxterMeadows were added to the base.Flow Demand CalculationsUnitsOccupants perUnit**TotalOccupantsAverage DemandPer Occupant (gpd)**Total AverageFlow (gpd)Phase I1652.54419.120083,820Phase H | 4462.541132.8200226,568Total310,388* Bozeinan Water Facility Plan**Bozeman Design Standards[iAverage Day Demand:Maximum Day DemandPeak Hour DemandQAveDay=215gpmQMaxDay = 539 gpmQpeak Hour = 647 gpm(310,388 gaVday) /(1440 min/day)(215gpmx2.5)(215gpmx3.0)*> ;f1uf^nJModeling ParametersThe following parameters were incorporated into the water model:Hazen-Williams C-Factor 130Minimum system residual pressure during fire flows 20 psiMinimum node pressure during peak hour demand 35 psiuuu ntr •f-I^ir ••Reguired Fire FlowsRequired fire flows for the Baxter Meadows Subdivision were taken from the Unifonn Fire Codeand are as follows:One- and two-family dwellings, 3,600 square foot maximum fire area, Type V-One-HRconstruction, no sprinklers; 1000 gpm required fire flowMulti-family dwellings, 8,200 square foot maximum fire area. Type V-One-HRconstmction, no spriiiklers; 1500 gpm required fire flowCommercial stmctures. Type V-One-HR construction with approved automatic sprinklersystem; 1500 gpm required fire flowRequired fire flows are set at 1500 gpm in the model.I •r "*. 1» '<Jf 1Ij( '..Jf <J.*Modelin^Results - Phase IIAll 56 modeled hydrant locations were capable of supplying the required fire flows duringmaximum day demands.Node pressures throughout the system are well above the 35 psi minimum during peak hourdemand.L.J nIr 'r-». i1.if )tj» (^J''.JJScenario Summary ReportScenario: Phase II - Peak Daily DemandScenario SummaryActive Topology AlternativePhysical AlternativeDemand AlternativeInitial Settings AlternativeOperational AlternativeAge AlternativeConstituent AlternativeTrace AlternativeFire Flow AlternativeCapital Cost AlternativeEnergy Cost AlternativeUser Data AlternativeBase-Active TopologyBaseDemands-MAXBase-lnitial SettingsBase-OperationalBase-Age AlternativeBase-ConstituentBase-Trace AlternativeBase-Fire FlowBase-CostBase-Energy CostBase-User DataHydraulic Analysis SummaryAnalysis Steady StateFriction MethocHazen-Williams FormulaAccuracy 0.001000Trials 40Quality Analysis SummaryAnalysisAge ToleranceTrace ToleranceConstituent0.01 hr1.0 %Quality Time StepConstituent ToleranceN/A hr0.0 mg/1Global AdjustmentsDemand OperationDemand<None> Roughness Operation <None>0.00 Roughness 0.00Created: 05/16/03 01:57:48 PMTitle: Baxter Meadowsf:\sitedev\baxter2\baxter2-proj\model\phase2.wcd05/19/03 10:25:16 AM © Haestad Methods, Inc.Project Engineer: Craig JenneskensRobert Peccia & Associates WaterCAD v6.0 [6.0103b]37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Page 1 of 1 n)Scenario: Phase II - Peak Daily DFire Flow AnalysisFire Flow Reportandr -ry^LabelSatisfiesFire FlowConstraints?NeededFire Flow(gpm)AvailableFireFlow(9Pm)CalculatedResidualPressure(psi)100101102103104105106107108109110111112113114115116117118119120121122123124125126127128129130131132133134135136137138139140141142143144145146147148149150truetruetruetruetruetruetruetruetruetruetruetruetaietruetruetruetruetruetruetruetruenilniltruetruetruetruetruetruetruetruetruetruetruetruetruetruetruetruetruetruetruetruetruetruetruetruetruetruetruetrue1,500.001,500.001,500.001,500.001,500.001,500.001,500.0011,500.0011,500.0011,500.0011,500.0011,500.0011,500.0011,500.00]1,500.0011,500.0011,500.0011,500.0011,500.0011,500.0011,500.00)1,500.0011,500.0011,500.0011,500.00)1,500.0011,500.0011,500.00)1,500.0011,500.00)1,500.0011,500.0011,500.0011,500.0011,500.0011,500.0011,500.0011,500.0011,500.0011,500.0011,500.0011,500.0011,500.0011,500.00)1,500.00)1,500.00]1,500.0011,500.00)1,500.00)1,500.00)1,500.00)2,475.732,717.492,736.952,638.182,475.602,811.262,522.812,639.412,874.3012,944.9212,963.7912,964.0512,968.8512,967.2912,974.6912,982.212,964.5712,961.4612,958.8612,975.2013,006.591N/AlN/Al2,961.7212,927.60)2,963.4012,923.2012,914.1212,961.7212,958.0812,908.6712,971.0512,964.5712,961.7212,943.6912,950.4312,938.3712,958.0812,973.912,619.7012,542.9212,593.8912,546.812,598.6912,981.5612,977.8012,968.7212,903.0912,686.2312,990.7712,982.99]20.0021.3020.0020.0020.0020.0020.0020.0020.8720.0025.0920.4325.0526.7526.1927.7525.7725.1427.3929.4332.09N/AN/A20.9426.8724.2126.8427.0622.8220.0020.0023.2920.8121.2620.8721.9026.9821.8423.2420.0020.0020.0020.0020.0022.5821.9925.1120.0020.0022.8222.42.JTitle: Baxter l\4eadowsf:\sitedev\baxter2\baxter2-proj\model\phase2.wcd05/19/03 10:03:46 AM © Haestad Methods, Inc.Project Engineer: Craig JenneskensRobert Peccia & Associates WaterCAD v6.0 [6.0103b]37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Page 1 of 3 rScenario: Phase II - Peak Daily Db -andFire Flow AnalysisFire Flow ReportfLabel151152153154155156157158159160J-1J-2J-3J-4J-10J-20J-30J-40J-50J-60J-70J-80J-10CJ-1KJ-12CJ-1;J-1-J-15CJ-16CJ-18CJ-19CJ-20CJ-2KJ-22CJ-230)J-240)J-250)J-2511J-260)J-261)J-265)J-270)J-271)J-2721J-273)J-2801J-2851J-2901J-3001J-32CJ-32;SatisfiesFire FlowConstraints?2C2AtruetruetruetruetruetruetruenilnilnilnilnilnilnilnilnilnilnilnilnilnilnilnilnilnilnilnilnilnilnilnilnilnilnilnilnilnilnilnilnilnilnilnilnilnilnilnilnilnilnilnilNeededFire Flow(9pm)1,500.001,500.001,500.001,500.001,500.001,500.0011,500.0011,500.0011,500.0011,500.0011,500.0011,500.0011,500.0011,500.0011,500.0011,500.0011,500.0011,500.0011,500.0011,500.0011,500.0011,500.0011,500.0011,500.0011,500.0011,500.0011,500.0011,500.0011,500.0011,500.0011,500.0011,500.00)1,500.0011,500.0011,500.0011,500.0011,500.00]1,500.00)1,500.0011,500.0011.500.00)1,500.0011,500.0011,500.0011,500.0011,500.0011,500.00)1,500.00)1,500.00)1,500.0011,500.001AvailableFireFlow(9pm)2,976.112,902.573,008.152,990.902,970.922,632.802,594.921N/AlN/AlN/AlN/A)N/AlN/AlN/A)N/AJN/AlN/AlN/AlN/AlN/AlN/A|N/A|N/A|N/AlN/A)N/A)N/A)N/A|N/AlN/AlN/A)N/AfN/A|N/A|N/A|N/AlN/A|N/A|N/A|N/A|N/A|N/AlN/A)N/A)N/AlN/A|N/A|N/A|N/A|N/A)N/AlCalculatedResidualPressure(psi)23.0120.0422.6220.6120.0020.0020.00N/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/ATitle: Baxter Meadowsf:\sitedev\baxter2\baxter2-proj\modet\phase2.wcd05/19/03 10:03:46 AM © Haestad Methods, Inc.Project Engineer: Craig JenneskensRobertPeccia & Associates WaterCAD v6.0 [6.0103b]37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Page 2 of 3 Ir~^Scenario Summary ReportScenario: Phase II - Peak Hour Demandt 1r'Jr '..Jr '.JJ. <Scenario SummaryActive Topology AlternativePhysical AlternativeDemand AlternativeInitial Settings AlternativeOperational AlternativeAge AlternativeConstituent AlternativeTrace AlternativeFire Flow AlternativeCapital Cost AlternativeEnergy Cost AlternativeUser Data AlternativeBase-Active TopologyBaseDemands-PKHBase-lnitial SettingsBase-OperationalBase-Age AlternativeBase-ConstituentBase-Trace AlternativeBase-Fire FlowBase-CostBase-Energy CostBase-User DataHydraulic Analysis SummaryAnalysis Steady StateFriction MethocHazen-Williams FormulaAccuracy 0.001000Trials 40Quality Analysis SummaryAnalysisAge ToleranceTrace ToleranceConstituent0.01 hr1.0 %Quality Time StepConstituent ToleranceN/A hr0.0 mg/1Global AdjustmentsDemand OperationDemand<None> Roughness Operation <None>0.00 Roughness 0.00Created: 05/16/03 01:58:34 PML JTitle: Baxter Meadowsf:\sitedev\baxter2\baxter2-projVnodel\phase2.wcd05/19/03 10:30:55 AM © Haestad Methods, Inc.Project Engineer: Craig JenneskensRobert Peccia & Associates WaterCAD v6.0 [6.0103b]37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Page 1 of 1 '-IJr "r 'Label100101102103104105106107108109110111112113114115116117118119120121122123124125126127128129130131132133134135136137138139140141142143144145146147148149150151jcenario: Phase II - Peak Hour DeFire Flow AnalysisJunction ReportndElevation(ft)TypeBase Flow(gpm)CalculatedHydraulic Grade(ft)4,688.004,685.00DemandDemand4,665.004,687.004,683.004,676.004,683.0014,683.0014,677.0014,689.0014,700.0014,690.0014,690.00]4,690.0014,690.00)4,688.0014,683.0014,678.0014,690.0014,691.0014,691.0014,692.0014,692.0014,687.0014,692.0014.682.001Demand4,682.001 Demand4.681.001Demand4,673.001 Demand4,672.001 Demand4,670.001 Demand4.668.001Demand4,668.00 [Demand4,683.001 Demand4,684.001 Demand4,680.001 Demand4,680.001 Demand4.677.001Demand4,670.001 Demand4,684.001 Demand4,686.001 Demand4,682.001 Demand4,676.001 Demand4,668.001 Demand4,665.001 DemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemand4,688.004,684.004,680.004,670.004,692.004,689.0014,687.001DemandDemandDemandDemandDemandDemandDemand11.5511.5511.5511.5511.5511.5511.5511.55111.55111.55111.55111.55111.55111.55111.55)11.55111.55111.55111.55111.55]11.55)o.oolo.ool11.55111.55111.55111.55111.55111.55)11.55111.55)11.55111.55111.55111.55)11.55)11.55111.55111.55)11.55)11.55)11.55111.55111.55)11.55111.55111.55111.55]11.55111.55111.55111.5514,838.474,838.474,838.394,838.394,838.394,838.284,838.2814,838.2514,838.2514,838.2314,839.0714,838.9014,838.7314,838.7614,838.5314,838.214,839.0914,839.0014,838.8214,838.5314,838.014,837.2414,836.5714,839.0614,838.9314,838.64)4,838.9514,838.9914,838.6914,839.0814,839.014,839.4914,839.3014,839.1514,839.1414.839.13)4,839.1314,838.8014,839.6614,839.2914,839.2914,839.1314,839.1314,839.1314,840.1314,840.1314,839.8814.839.9214,839.9214,840.7614,840.3914,840.11Pressure(psi)65.1066.4067.6667.6668.0971.5171.9472.7973.6673.6567.5367.0268.6768.6969.8972.7867.1066.2067.8570.3273.5574.5274.2365.7967.4770.3767.4767.4969.9664.9360.1464.6864.5964.5364.5265.3967.5569.5764.7564.1664.1663.6663.6665.8264.0965.8267.4469.1973.5264.3665.5066.24Title: Baxter Meadowsf:\sltedev\baxter2\baxter2-proj\model\phase2.wcd05/19/03 10:12:20 AM © Haestad Methods, Inc.Project Engineer: Craig JenneskensRobert Peccla & Associates WaterCAD v6.0 [6.0103b]37 Brookside Road Waterbury, CT 06708 USA +1-203-755-166e Page 1 of 3 /•'ir "f •Label152153154155156157158159160J-1J-2J-3J-4J-10J-20J-30J-40J-50J-60J-70J-80J-1001J-110|J-1201J-1301J-1401J-1501J-1601J-180)J-1901J-2001J-210)J-22CJ-23CJ-2^!J-250|J-2511J-260|J-261|J-265|J-270|J-271|J-272|J-273)J-2801J-2851J-2901J-300|J-320)J-325|J-330|J-340|Scenario: Phase II - Peak Hour DeFire Flow AnalysisJunction ReportndElevation(ft)TypeBase Flow(9pm)4,680.004,693.00DemandDemand4.690.001Demand4.689.001Demand4,681.001 Demand4.674.001Demand4.696.001Demand4.697.001Demand4.672.001Demand4,711.501 Demand4,708.501 Demand4,708.001 Demand4,702.501 Demand4.760.001Demand4.756.001Demand4,749.301 Demand4,745.701 Demand4,743.301 Demand4,736.001 Demand4.729.701Demand4.729.001Demand4.729.001Demand4,720.304,715.704,713.204,715.704,705.504,700.704,698.0614,688.7314,672.7414,655.4014,652.8714,642.87)4,641.87)4,648.8714,656.87)4,647.9714.654.87)4,648.3714,654.37)4,654.87)4,651.871DemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemand4,656.871 Demand4,665.371 Demand4,671.871 Demand4,685.371 Demand4,696.371 Demand4,70,0.871 Demand4.707.871Demand4,708.001 Demand4,712.001 DemandCalculatedHydraulic Grade(ft)11.5511.5511.5511.5511.5511.5511.550.000.00191.50169.00169.00115.0010.00145.00145.00145.00145.00145.00166.3010.0010.00)91.50)91.50)91.501111.00[267.001132.601132.51132.51132.51132.51132.51240.001284.701180.001180.001180.001180.001150.001120.001120.00)60.00190.0010.0010.001o.oolo.oolo.oolo.ool207.90152.50)4,839.964,841.774,840.634,840.254,839.944,839.934,843.414,845.734,832.514,877.014,873.4914,868.1314,860.8215-.064.6315,060.4515,046.5615,033.1715,015.9514,998.8214,981.4914,978.3014,899.5614,893.5614,888.6614,884.29)4,881.5814,868.29)4,861.3414,855.9614,851.1014,844.2014,837.6414,834.67)4,830.5714,829.4814,828.1214,827.6014,828.2514,827.7214,828.814,828.9014,828.2314,828.214,828.1314,830.1914,831.0614,838.5514,844.2514,857.9214,848.20)4,867.4014,878.54)Pressure(psi)69.2164.3665.1765.4468.7771.7963.7864.3569.4571.6171.3869.2868.50131.80131.72128.61124.38117.96113.71108.94107.8673.7974.9674.8374.0271.7770.4369.5068.3270.2574.1878.8578.6581.2181.1777.5573.8778.0074.7878.0775.5175.0176.2974.1071.3168.8766.2763.9867.9560.7168.9672.06Title: Baxter Meadowsf:\sltedev\baxter2\baxter2-proj\model\phase2.wcd05/19/03 10:1 2:20 AM © Haestad Methods, Inc.Project Engineer: Craig JenneskensRobert Peccla & Associates WaterCAD v6.0 [6.0103b]37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Page 2 of 3.J Scenario: Phase II - Peak Hour DeFire Flow AnalysisJunction Reportndf ^LabeElevation(ft)TypeBase Flow(9pm)CalculatedHydraulic Grade(ft)Pressure(psi)J-35CJ-37CJ-38CJ-39CJ-40CJ-411J-42CJ-440J-450J-460J-480|J-4901J-5001J-5101J-520)J-530)J-5351J-5991J-602|J-628)J-6291J-630|J-6311J-632|J-633|J-634|J-6351J-700)J-107)4,727.601 Demand4,727.901 Demand4.728.001Demand4.727.001Demand4.720.001Demand4,714.001 Demand4.713.501Demand4,713.501 Demand4,708.001 Demand4709.721Demand4.705.501Demand4.709.001Demand4.709.001Demand4,715.001 Demand4,710.901 Demand4.713.501Demand4,709.721 Demand4,663.001 Demand4.663.001Demand4.716.001Demand4.712.001Demand4,708.001 Demand4.727.001Demand4,700.001 Demand4.700.001Demand4,700.001 Demand4,700.001 Demand4,700.001 Demand4.702.001Demando.oco.oc52.5C0.00o.oc0.000.000.00111.000.000.000.000.00222.60222.60384.00o.ool789.00]17.44]17.44117.44117.44[17.44)960.001960.0010.001960.0010.00117.4414,898.674,929.3£4,947.944.980.3i4,992.095,037.025,036.894,945.064,944.944,942.5914,945.514,952.5914,954.9814,884.9214,888.9714,894.2714,899.6714,821.5414,828.73)4.853.35t4,851.8314,850.3714,859.2414,812.5914,827.8514,882.3314,865.7214,865.9714,848.04174.0187.1895.16109.61117.72139.76139.92100.19102.51100.75103.84105.39106.4273.5277.0478.2182.1868.5971.7059.4260.5061.6057.2248.7155.3278.8871.7071.8163.18» tr 'i ir '^i? ]•» J» JJTitle: Baxter Meadowsf:\sitedev\baxter2\baxter2-proj\model\phase2.wcd Robert Peccla & Associates05/19/03 10:12:20 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USAProject Engineer: Craig JenneskensWaterCAD v6.0 [6.0103b]+1-203-755-1666 Page 3 of 3 r~}<rtScenario: Phase II - Peak Hour De.Fire Flow AnalysisPipe ReportidLabel123456789101112131415161718192021222324252627282930313233343536373839404142434445464748495051Length(ft)Diameter) Material JHazen-j Check(in) | |Williams|Valve?I c IIControplschargStatus) (gpm)PressurePipe(ft)189.60188.40407.40223.80176.90168.90427.5072.50150.001245.00442.701115.101237.001349.401333.201459.501562.301306.501380.601241.301454.001246.80)562.101256.101508.80)445.00]|>,683.40|604.101210.501205.701190.301324.20)456.101190.80135.501182.40140.70[160.901517.701220.201526.501217.101167.001452.101123.30]146.60)219.50160.101153.80)88.801219.501888881 Ductile Iro81 Ductile Iro81 Ductile Iro81 Ductile Irol8121210128Ductile IrolDuctile lro|Ductile lro|Ductile lro|81 Ductile trol 130.081 Ductile Irol 130.081 Ductile Irol 130.0101 Ductile Irol 130.0121 Ductile Irol 130.081 Ductile Irol 130.081 Ductile trol 130.08|DuctJletro| 130.01121 Ductile Irol81 Ductile lro|881010Ductile lro|Ductile IrolDuctile IrolDuctile IrolDuctile IrolDuctile lro|130.0130.0130.0130.0130.0130.0130.0130.01130.0130.0130.0130.0130.0130.0130.0130.01121 Ductile lro| 130.0121 Ductile lro| 130.0121 Ductile Irol 130.0121 Ductile Iro81 Ductile Iro81 Ductile lro|81 Ductile Irol12888888|Ductile IrolDuctile lro|Ductile lro|Ductile lro|101 Ductile Iro101 Ductile Irol101 Ductile Irol81 Ductile lro|81 Ductile Irol81 Ductile Irol81 Ductile Irol130.0130.0130.0130.0130.0130.0130.01130.01130.01130.01130.01130.01130.0)130.01130.01falsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalse8|Ductilelro| 130.08|Ductilelro| 130.0Ductile Irol 130.0Ductile IroDuctile lro|Ductile IrolDuctile IrolDuctile IrolDuctile Irol130.0130.0130.0130.0130.0130.01falsefalsefalsefalsefalsefalsefalsefalsefalsefalseOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpen-11.55134.85-100.2077.1011.55-54.00157.9523.1011.55111.551-42.451169.50]-155.101-143.55)-132.001-142.081-153.191-313.071-401.08)-191.131-476.431-22.66(-583.831-184.091-756.371-756.371756.371479.721-99.561-62.341-122.661-48.771-57.881-278.031-217.071-170.741-240.171-324.231-72.521-141.601-58.601-94.55J-164.701-176.251-729.85(-238.58123.10111.551-203.93)-69.72123.1010.000.080.100.040.000.010.260.000.000.000.020.030.020.180.140.230.320.090.180.070.290.000.530.200.770.674.060.390.050.020.070.020.040.110.010.040.020.120.070.110.050.050.110.330.170.190.000.000.150.010.00Title: Baxter Meadows Project Engineer: Craig Jenneskensf:\sitedev\baxter2\baxter2-proj^odel\phase2.wcd Robert Peccia & Associates WaterCAD v6.0 [6.0103b]05/19/03 10:15:20 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Page 1 of 4 n<~~*r^irif •Labi525354555657585960616263646566676869707172737475767778P-3P-4P-5P-6P-7P-8P-9P-10p-11P-12P-13P-14P-15P-16P-19P-20P-30P-40P-50P-60'-70P-80'-90'-91Jcenario: Phase II - Peak Hour De. ndFire Flow AnalysisPipe ReportLengtl(ft)piameti(in)37.0(164.0(270.3(129.9(439.2C325.6C396.11350.5C395.8C332.3(399.6C485.4C308.1(612.2(544.2C398.4C354.9C400.2C330.8C398.0C472.40391.20598.90345.20351.10336.80483.20245.901.001.0044.10200.001.00227.001.00475.001290.801513.201,016.701962.301868.301900.001116.00)409.001419.001545.00]609.001623.001229.0015.00|5.00|MaterialHazen-ICheckVVilliamsjValve?c IContraStatuspischarg(9pm)PressurePipeleadloss(ft)1111118101088881288888812|8|8|Ductile lro|Ductile IrolDuctile IrolDuctile IrolDuctile lro|Ductile lro|Ductile lro|Ductile lro|Ductile lro|Ductile lro|Ductile lro|Ductile lro|Ductile lro|Ductile IrolDuctile IrolDuctile IrolDuctile lro|Ductile lro|Ductile lro|Ductile lro|Ductile lro|81 Ductile lro|Ductile Irol121 Ductile Irol81 Ductile lro|81 Ductile lro|121 Ductile Irol101 Ductile lro|101 Ductile lro|121 Ductile IrolI Ductile lro|Ductile lro|Ductile lro|121 Ductile lro|121 Ductile lro|Ductile lro|Ductile lro|Ductile lro|121 Ductile lro|121 Ductile Irol3uctile lro|3uctile lro|luctile lro|)uctile lro|(uctile lro|)uctile lro|)uctile lro|)uctile 1[)uctile lro|luctile lro|'uctile lro|130.0130.0130.0130.0130.0130.0130.0130.0130.0130.0130.01130.01130.01130.01130.01130.01130.01130.01130.01130.0t130.01130.01130.0)130.01130.0)130.01130.0)130.0)130.01130.01130.01130.0)130.0)130.01130.0)130.01130.01130.0]130.01130.0]130.01130.0)130.01130.01130.01130.0)130.01130.01130.01130.01130.01falsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalseOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenfalsefalseOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpen11.55-35.0711.55-11.97-500.07-741.40-774.9922.05-167.42177.921-277.991-55.71-63.821-3.431-14.98)-998.881212.341-157.841191.20t-211.801113.46138.081-26.5311-1,403.171392.741223.35)1-1,414.7211.3,945.7711-3,945.7711,442.6211,442.621-2,172.901-2,172.9011,891.951OpenOpen1-1,891.95873.35781.85712.851.1,056.09-427.24643.851-1,010.071,442.62111,397.6211,352.6211,307.62)1,262.6211,217.6212,511.2012,511.2012,511.2010.000.010.000.000.750.470.630.010.260.250.230.040.030.000.001.010.370.240.280.140.150.020.011.641.140.382.3319.250.080.001.595.190.031.870.017.283.525.362.910.517.312.324.1813.8913.3917.2217.1317.323.190.500.50Title: Baxter Meadowsf:\sitedev\baxter2\baxter2-projVnodel\phase2.wcd05/19/03 10:15:20 AM © Haestad Methods, Inc.Robert Peccla & Associates37 Brookside Road Waterbury, CT 06708 USAProject Engineer: Craig JenneskensWaterCAD v6.0 [6.0103b]+1-203-755-1666 Page 2 of 4 r1Scenario: Phase II - 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JT 'tir it it !.J^^1LjTitle: Baxter Meadowsf:\sitedev\baxter2\baxter2-proj\model\phase2.wcd05/19/03 10:15:20 AM © Haestad Methods, Inc.Robert Peccia & Associates37 Brookside Road Waterbury, CT 06708 USAProject Engineer Craig JenneskensWaterCAD v6.0 [6.0103b]+1-203-755-1666 Page 4 Of 4 1nnnntScenario: Phase II - Peak Hour DemandnnnIIn[;I illuIIuLIu' !ruDeadman's Gulch12-trr—:JBaxter MeadowsPhase I and II112 in"-11j,f12 in—ffi'n'inmrBTrTr--&in—I;81n/4-——-8Tn-~'*81ni12in.•':•...'.i«in^-Sft-^"* ••-ein—^-—amL......e+n— »•- -Bin •jBin.'^^//Bin—fftn-'^.joinTirft— TOTn;SinI12 in*-—-«hr—am —iBin<0 in 10in^ DB tS- -K»tn»l-TOTri-I"."sirs'12 inSin•-—....... e,n.-—»Bin• --- eirr *8in•'Bin?F—^rn-:, ^T- - ffrrr «—-ei *- - srn -•;'12 inSin^ -eirr *8inT.BaxtsrLane1Sin12 in*.t2m"TCft -T?inin8m/.(tinBinT01TT—8 In6 in-i8^=-=-=-^_tininLin; m"f Equestrian Wfey^ infltrr-*..izinTZTiT""^ In*..-12WT2rri-TTitle: Baxter Meadowsf:\sitedev\baxter2\baxter2-proj\model\phase2.wcd05/16/03 03:17:44 PMRobert Peccla & Associates© Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666Project Engineer: Craig JenneskensWaterCAD v6.0 [6.0103b]Page 1 of 1 r-^)Scenario: Phase II - Peak Daily D.Fire Flow AnalysisFire Flow Report<andr •Ir<f •/1» Ji^LabelSatisfiesFire FlowConstraints?NeededFire Flow(9pm)AvailableFireFlow(9pm)100101102103104105106107108109110111112113114115116117118119120121122123124125126127128129130131132133134135136137138139140141142143144145146147148149150truetruetruetruetruetruetruetruetruetruetruetruetruetmetruetruetruetruetruetmetruefalsefalsetruetruetruetruetruetruetruetruetruetruetruetruetruetruetruetruetruetruetruetruetruetruetmetruetruetruetruetrue1,500.001,500.001,500.001,500.001,500.001,500.001,500.001,500.001,500.001,500.001,500.001,500.001,500.0011,500.0011,500.0011,500.0011,500.0011,500.0011,500.0011,500.0011,500.0011,500.0011,500.0011,500.0011,500.0011,500.0011,500.0011,500.0011,500.0011,500.0011,500.0011,500.00)1,500.0011,500.0011,500.0011,500.0011,500.0011,500.0011,500.0011,500.0011,500.0011,500.0011,500.0011,500.0011,500.0011,500.0011,500.0011,500.0011,500.00]1,500.0011,500.0012,475.602,717.232,736.692,637.992,475.412,811.002,522.682,639.222,874.042.944.60i2,965.8712,965.8712,969.6312,968.3312.974.56]2,981.6912,966.2612,963.9212,962.112,973.7813,005.301N/AlN/Al2,962.7512,939.8012,958.0812,935.1312,917.7512,950.1712,958.3412,910.1012,971.9612,965.2212,962.2312,943.8212,950.0412,936.812,946.9312,974.6912,619.8312,543.0512,594.0212,546.812,598.4312,981.9512,978.06)2,968.2012,902.8312,685.97)2,991.1612,983.251CalculatedResidualPressure(Psi)20.0021.3020.0020.0020.0020.0020.0020.0020.8720.0025.0420.3725.0226.7026.1927.7625.7325.0827.2929.5132.14N/AN/A20.9126.6726.5726.7827.1624.1320.0020.0023.2720.8021.2620.8721.8926.9622.6423.2320.0020.0020.0020.0020.0022.5821.9925.1120.0020.0022.8222.41iL^JbL, WolATitle: Baxter Meadowsf:\sitedev\baxter2\baxter2-proj\model\phase2.wcd03/31/04 04:46:39 PM © Haestad Methods, Inc.Project Engineer: Craig JenneskensRobert Peccla & Associates WaterCAD v6.5 [6.5120]37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Page 1 of 3 Ir~irir •Scenario: Phase II - Peak Daily [ landFire Flow AnalysisFire Flow ReportrfR^j((AJ^KA^Label151152153154155156157158159160J-1J-2J-3J-4J-10J-20J-30J-40J-50J-60J-70J-80J-100J-110J-120J-130J-140J-150J-160J-180J-190J-200J-210J-220J-230J-240J-250J-251J-260J-261J-265J-270J-271J-272J-273J-280J-285J-290J-300J-320J-325SatisfiesFire FlowConstraints?NeededFire Flow(9pm)AvailableFireFlow(gpm)CalculatedResidualPressure(psi)truetruetruetruetruetruetruefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalse1.500.0C1,500.0(1.500.0C1,500.0C1.500.0c1,500.001,500.001,500.001,500.001,500.001,500.001,500.001,500.001,500.001,500.001,500.001,500.001,500.001,500.001,500.001,500.001,500.001,500.0011,500.0011,500.0011,500.0011,500.0011,500.0011,500.0011,500.0011,500.0011,500.0011,500.0011,500.0011,500.0011,500.0011,500.0011,500.0011,500.0011,500.0011,500.0011,500.0011,500.0011,500.00)1,500.0011,500.0011,500.0011.500.00t1,500.0011,500.0011,500.0012.975.9(2,902.313,008.672,991.0;2,970.9;2,632.672.594.8CN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AlN/AlN/AlN/AlN/AlN/AlN/AlN/A|N/A|N/AlN/AlN/AlN/AlN/AlN/AlN/AlN/A|N/AlN/AlN/A|N/AlN/AlN/AlN/AlN/AlN/AlN/AlN/AlN/A|N/A|N/A|N/A|N/A|N/Al23.0120.0422.6120.6120.0020.0020.00N/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/ATitle: Baxter Meadowsf:\sitedev\baxter2\baxter2-proj\model\phase2.wcd03/31/04 04:46:39 PM © Haestad Methods, Inc.Project Engineer: Craig JenneskensRobert Peccia & Associates WaterCAD v6.5 [6.5120]37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Page 2 of 3 r'^rScenario: Phase II - Peak Daily LFire Flow AnalysisFire Flow Report^andiLabelJ-330J-340J-350J-370J-380J-390J-400J-410J-420J-440J-450J-460J-480J-490J-500J-510J-520J-530J-535J-599J-602J-628J-629J-630J-631J-632J-633J-634J-635J-700J-859J-860J-861J-862J-863J-864J-865J-1075SatisfiesFire FlowConstraints?NeededFire Flow(gpm)AvailableFireFlow(gpm)CalculatedResidualPressure(psi)falsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalse1,500.001,500.001,500.001,500.001,500.001,500.001,500.001,500.001,500.001,500.001,500.001,500.001,500.001,500.001,500.001,500.0011,500.0011,500.0011,500.0011,500.0011,500.0011,500.0011,500.0011,500.0011,500.0011,500.0011,500.0011,500.0011,500.0011,500.0011,500.0011,500.0011,500.0011,500.0011,500.0011,500.0011,500.0011,500.001N/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AlN/AlN/AlN/AlN/AlN/AlN/AlN/A|N/AlN/A|N/A|N/A|N/AlN/AlN/AlN/AlN/AlN/AlN/A|N/A|N/A|N/A|N/A|N/A|N/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/Afcu^JDcJ[^ (<{oM.i' I.JJJTitle: Baxter Meadowsf:\sitedev\baxter2\baxter2-proj\model\phase2.wcd03/31/04 04:46:39 PM © Haestad Methods, Inc.Project Engineer: Craig JenneskensRobert Peccia & Associates WaterCAD v6.5 [6.5120]37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Page 3 of 3 '-1)Scenario: Phase II - 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Peak Hour D -andFire Flow AnalysisPipe ReportfLabelP-150P-160P-180P-190P-200P-210P-220P-230P-240P-250P-251P-260P-261P-265P-270P-271P-272P-273P-280P-285P-290P-300P-320P-325P-330P-340P-350P-360P-361P-380P-390P-397P-400P-410P-420P-430P-431P-450P-460P-490P-500P-510P-520P-530P-535P-536P-537P-538P-539P-550P-560Length(ft)Diameter(in)MaterialHazen-WilliamscCheckValve?ControlStatusDischarge(gpm)PressurePipeHeadloss(ft)855.00524.00702.00720.001,186.001,333.00735.001,195.00458.00307.00655.00400.00657.00624.00476.00406.00267.00449.001,177.00804.001,160.00879.00642.00611.00679.00640.001,085.004.805.20205.00324.001,149.003,198.00888.00229.005.005.00229.0069.00815.00289.00715.00648.00679.00475.005.005.0010.00211.0010.0010.00121 Ductile Iron121 Ductile Iron121 Ductile Iron121 Ductile Iron121 Ductile Iron121 Ductile Iron121 Ductile Iron121 Ductile Iron121 Ductile Iron121 Ductile Iron81 Ductile Iron121 Ductile Iron81 Ductile Iron121 Ductile Iron121 Ductile Iron81 Ductile Iron81 Ductile Iron81 Ductile Iron121 Ductile Iron121 Ductile Iron121 Ductile Iron121 Ductile Iron121 Ductile Iron121 Ductile Iron101 Ductile Iron101 Ductile Iron101 Ductile Iron81 Ductile Iron81 Ductile Iron101 Ductile Iron101 Ductile Iron101 Ductile Iron141 Ductile Iron81 Ductile Iron121 Ductile Iron81 Ductile Iron81 Ductile Iron121 Ductile Iron121 Ductile Iron121 Ductile Iron121 Ductile Iron121 Ductile Iron121 Ductile Iron121 Ductile Iron121 Ductile Iron81 Ductile Iron81 Ductile Iron81 Ductile Iron121 Ductile Iron81 Ductile Iron81 Ductile Iron130.0130.0130.0130.0130.0130.0130.0130.0130.0130.0130.0130.0130.0130.0130.0130.0130.01130.01130.01130.01130.01130.01130.01130.01130.01130.01130.01130.01130.01130.01130.01130.01130.01130.01130.01130.01130.01130.01130.01130.01130.01130.01130.01130.01130.01130.01130.01130.01130.01130.01130.01falsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsetruefalsetruetrueOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenClosedOpenClosedClosed2,643.392,376.391,816.571,684.061,551.551,419.041,286.531,154.02914.02360.00180.00720.00180.00629.32-240.68270.0060.0090.001-630.681-630.681-1,640.621-1,640.621-2,600.621-1,640.621-1,544.571-1,752.471-1,804.9714,267.0314,267.031-4,267.031-4,319.531-373.741-1,733.561-1,733.561439.321439.321439.321439.33)-1,891.941-1,891.941-1,891.941-1,391.071-1,613.671-1,836.27|-2,220.2712,220.2712,220.2710.00)2,220.271o.oolo.ool13.296.955.384.866.906.562.974.101.090.120.520.560.530.670.090.670.030.101.290.877.495.719.723.949.4811.1420.121.291.4018.5532.411.1410.6044.930.130.020.020.130.577.092.393.344.055.305.400.400.400.002.340.000.00^JtA>.tul(<AfiTitle: Baxter Meadowsf:\sitedev\baxter2\baxter2-proj\model\phase2.wcd03/31/04 04:59:46 PM © Haestad Methods, Inc.Robert Peccia & Associates37 Brookside Road Waterbury, CT 06708 USAProject Engineer: Craig JenneskensWaterCADv6.5[6.5120]+1 -203-755-1666 Page 3 of 4 '""•jIr~iLabelP-570P-599P-601P-608P-637P-638P-639P-640P-751P-752P-753P-754P-755P-800P-830P-831P-832P-833P-834P-835P-836P-837P-838P-839Scenario: Phase II - Peak Hour C .andFire Flow AnalysisPipe ReportLength(ft)Diameter(in)10.00610.602,500.00478.50472.30290.70293.501,119.40953.301,201.20500.00980.501,250.001,250.0080.30136.8074.60107.80184.10150.00117.30197.40163.30227.10MaterialHazen-WilliamscCheckValve?ControlStatusDischarge(9pm)81 Ductile Iron81 Ductile Iron121 Ductile Iron121 Ductile Iron121 Ductile Iron121 Ductile Iron121 Ductile Iron121 Ductile Iron81 Ductile Iron81 Ductile Iron101 Ductile Iron81 Ductile Iron121 Ductile Iron101 Ductile Iron81 Ductile Iron81 Ductile Iron101 Ductile Iron101 Ductile Iron81 Ductile Iron81 Ductile Iron81 Ductile Iron81 Ductile Iron81 Ductile Iron81 Ductile Iron130.0130.0130.0130.0130.0130.0130.0130.0130.0130.0130.0130.0130.0130.0130.01130.01130.01130.01130.01130.01130.01130.01130.01130.01truefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalsefalseClosedOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenOpenPressurePipeHeadless(ft)0.00-789.00-756.50-1,414.86-1,432.30-1,449.74-1,467.18-1,484.62960.00960.002,462.06960.001,502.061,502.06-202.25-114.731-167.11-254.631-87.51-87.51-87.521o.ool-o.oolo.ool0.007.193.782.312.331.471.515.9016.1520.3416.3416.616.7316.360.080.050.020.050.040.030.020.000.000.00t^JSXH.M.f •. Ju^j^1.J.JTitle: Baxter Meadowsf:\sitedev\baxter2\baxter2-proj\model\phase2.wcd03/31/04 04:59:46 PM © Haestad Methods, Inc.Robert Peccia & Associates37 Brookside Road Waterbury, CT 06708 USAProject Engineer: Craig JenneskensWaterCAD v6.5 [6.5120]+1-203-755-1666 Page 4 of 4 nr~^n: I. 1rr 'r •f •Scenario: Phase II - Peak Hour CFire Flow AnalysisJunction Report.andtII^ J^^J->Label100101102103104105106107108109110111112113114115116117118119120121122123124125126127128129130131132133134135136137138139140141142143144145146147148149150151Elevation(ft)TypeBase Flow(9pm)CalculatedHydraulic Grade(ft)4,688.004,685.004,682.004,682.004,681.004,673.004,672.004,670.004,668.004,668.004,683.004,684.004,680.004,680.004,677.004,670.004,684.004,686.004,682.004,676.004,668.004,665.004,665.004,687.004,683.004,676.004,683.004,683.004,677.004,689.004,700.004,690.004,690.004,690.004,690.004,688.004,683.004,678.004,690.004,691.004,691.004,692.004,692.004,687.004,692.004,688.004,684.004,680.004,670.004,692.004,689.004,687.00DemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemand11.5511.5511.5511.5511.5511.5511.5511.5511.5511.5511.5511.5511.5511.5511.5511.5511.5511.5511.55111.5511.551o.oolo.ool11.55111.55111.55111.55111.55111.55111.55111.55111.55111.55111.55]11.55111.55111.55111.55111.55111.55111.55111.55111.55111.55111.55111.55111.55111.55111.55111.55111.55111.5514,838.464,838.464,838.384,838.384,838.384,838.284,838.284,838.254,838.254,838.234,839.054,838.884,838.714,838.734,838.544,838.214,839.074,838.984,838.804,838.544,838.014,837.254,836.5714,839.044,838.874,838.734,838.884,838.9514,838.8514,839.0614,838.9814,839.4714,839.2914,839.1414,839.1314,839.1314,839.1314,838.9214,839.6514,839.2814,839.2814,839.1314,839.1314,839.1314,840.1214,840.1214,839.8714,839.9214,839.9214,840.7514,840.3814,840.101Pressure(psi)65.1066.4067.6667.6668.0971.5171.9472.7973.6673.6567.5267.0168.6768.6869.8972.7867.0966.1967.8470.3373.5674.5274.2365.7867.4470.4167.4467.4770.0364.9360.1364.6764.5964.5364.5265.3967.5569.6264.7564.1664.1663.6663.6665.8264.0965.8167.4469.1973.5164.3665.5066.24k)cJG^1{«HTitle: Baxter Meadowsf:\sitedev\baxter2\baxter2-proj\model\phase2.wcd03/31/04 04:57:04 PM © Haestad Methods, Inc.Robert Peccia & Associates37 Brookside Road Waterbury, CT 06708 USAProject Engineer; Craig JenneskensWaterCADv6.5[6.5120]+1-203-755-1666 Page 1 of 3 r-rr •Scenario: Phase II - Peak Hour DFire Flow AnalysisJunction Reportandr •Label152153154155156157158159160J-1J-2J-3J-4J-10J-20J-30J-40J-50J-60J-70J-80J-100J-110J-120J-130J-140J-150J-160J-180J-190J-200J-210J-220J-230J-240J-250J-251J-260J-261J-265J-270J-271J-272J-273J-280J-285J-290J-300J-320J-325J-330J-340Elevation(ft)TypeBase Flow(9pm)CalculatedHydraulic Grade(ft)4,680.004,693.004,690.004,689.004,681.004,674.004,696.004,697.004,672.004,711.504,708.504,708.004,702.504,760.004,756.004,749.304,745.704,743.304,736.004,729.704,729.004,729.004,720.304,715.704,713.204,715.704,705.504,700.704,698.064,688.734,672.744,655.404,652.874,642.874,641.874,648.8714,656.8714,647.974,654.874,648.374,654.3714,654.874,651.874,656.874,665.3714,671.874,685.374,696.374,700.8714,707.874,708.004,712.00DemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemand11.5511.5511.5511.5511.5511.5511.550.000.0091.5069.0069.0015.000.0045.0045.0045.0045.0045.0066.300.000.0091.5091.5091.50111.00267.001132.601132.51132.51132.51132.51132.51240.001284.701180.001180.001180.001180.00]150.001120.001120.00160.00]90.0010.0010.0010.0010.0010.0010.001207.90152.5014,839.954,841.764,840.624,840.244,839.934,839.924,843.404,845.734,832.524,877.014,873.494,868.134,860.835,064.635,060.4515,046.5615,033.175,015.9514,998.814,981.4914,978.3014,899.5614,893.56|4,888.6614,884.2914,881.5814,868.2914,861.3414,855.9614,851.1014,844.2014,837.6414,834.67]4,830.5714,829.4814,828.1314,827.614,828.25]4,827.7214,828.814,828.9014,828.2414,828.214,828.1414,830.1914,831.0614,838.5514,844.2614,857.9214,848.2014,867.40]4,878.541Pressure(psi)69.2064.3665.1765.4368.7671.7963.7764.3569.4571.6171.3869.2868.50131.80131.72128.61124.38117.96113.71108.94107.8673.7974.9674.8374.0271.7770.4369.5068.3270.2574.1878.8578.6681.2181.1777.5673.8778.0074.7878.0775.5175.0176.2974.1071.3168.8766.2763.9867.9560.7168.9772.06(A^^JJ?(^Title: Baxter Meadows Project Engineer: Craig Jenneskensf:\sitedev\baxter2\baxter2-proj\model\phase2.wcd Robert Peccia & Associates WaterCAD v6.5 [6.5120]03/31/0404:57:04PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Page 2 of 3 r1nr-)'"'ifJtr •T •r/LabelJ-350J-370J-380J-390J-400J-410J-420J-440J-450J-460J-480J-490J-500J-510J-520J-530J-535J-599J-602J-628J-629J-630J-631J-632J-633J-634J-635J-700J-859J-860J-861J-862J-863J-864J-865J-1075Scenario: Phase II - Peak Hour CFire Flow AnalysisJunction ReportandElevation(ft)TypeBase Flow(gpm)CalculatedHydraulic Grade(ft)4,727.604,727.904,728.004,727.004,720.004,714.004,713.504,713.504,708.004,709.724,705.504,709.004,709.004,715.004,710.904,713.504,709.724,663.004,663.004,716.004,712.004,708.004,727.004,700.004,700.004,700.004,700.004,700.004,676.004,683.004,678.004,681.004,678.004,681.004,681.004,702.00DemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemandDemand0.000.0052.500.000.000.000.000.00111.000.000.000.000.00222.60222.60384.000.00789.0017.4417.4417.4417.4417.44960.00960.000.00960.000.000.001o.oolo.oolo.ool0.00o.ool0.0017.4414,898.674,929.394,947.944,980.354,992.095,037.025,036.894,945.064,944.944,942.594,945.514,952.594,954.984,884.924,888.974,894.274,899.674,821.554,828.744,853.344,851.834,850.364,859.244,812.594,827.854,882.334,865.724,865.974,838.814,838.904,838.844,838.874,838.844,838.874,838.874,848.03Pressure(psi)74.0187.1895.16109.61117.72139.76139.92100.19102.51100.75103.84105.39106.4273.5277.0478.2182.1868.6071.7159.4260.5061.5957.2148.7155.3278.8871.7071.8170.4467.4569.5968.3069.5968.3068.3063.18u)<j^H^V?u[J(JuurTitle: Baxter Meadowsf:\sitedev\baxter2\baxter2-proj\model\phase2.wcd Robert Peccia & Associates03/31/0404:57:04PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USAProject Engineer: Craig JenneskensWaterCADv6.5[6.5120]+1-203-755-1666 Page 3 of 3LJ nnnnnnfl[I[][1[Iu[Juuuu(L..\/0Dead man's Gulch/IBaxter MeadowsRiase I and II(revised per Phase IIdesign drawings)—sin-y;8in^ —.....3.^-.-in-s hr •..&.. ^'':.. IS in'^ \:^'^; a in.//:/'~~:/Sin.•^/Scenario: Phase II - Peak Hour Demand12-in.•;;.;12 in••:; 12 inr--8-in--Tnn—7Sin12 inSinsA-^L0.to. HAAtinSin-84n—•——-8-in -••—•-—S.in-*—a-in-TI ; 8 in _ : . II : ' F=^^Sin112 inin.fI in/_:.=^j:^::._._.:_:<_....-J1•!•to inSinSin ^—&m—•8 in-....-.Sjn—^—-iQ^ — '^oin-4'--- m-*w:w'"1^ is-1&1^'^^I 8 int——ejn-—*|8in6 in/rtOin'—--Bin—112 ins.in.i—?-8:in—I—8m-*--—-8in--^——stn"-Bin- •8 inSin!y3'~"l':8'irr-a£aas^'-Sin•"*—....--......-..^Q..^—Sin::Equestrisn V\feyinBin£!8inBaxter Lane12 inT2in •—Sin »^-...............^_.......ai"Binin12 in-, .1'in-tZ-tl-^..^.............*...............................^..^....*.l2fnSin..,._-l2ln12Tff-TTitle: Baxter Meadowsf:\sitedev\baxter2\baxter2-proj\model\phase2.wcd04/01/04 08:24:16 AMJ II r ••^w':f,Robert Peccia & Associates© Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666Project Engineer: Craig JenneskensWaterCAD v6.5 [6.5120]Page 1 of 1