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HomeMy WebLinkAbout07 - Design Report - Baxter Meadows Ph 4 - Water, Sewer, Pavement DESIGN REPORT For Water, Sewer, and Pavement Improvements For Baxter Meadows Subdivision P.U.D., Phase 4 Bozeman, Montana Prepared for: PC Development June 2007 Prepared by: Th.—,D—,&Hoskins,Inc, HGreat Falls •Bozeman •Kalispell•Helena, Montana xrns:inK ,n, 1f Spokane, Washington •Lewiston, Idaho f,. ONTAl1i�i���ii Job No.B05-016-034 ARI ;Q No. 1 P •u, TABLE OF CONTENTS Purpose.......................................................................................I Introduction..................................................................................1 DesignReport............................................................................... Water................................................................................. Sewer................................................................................. Pavement and Construction...................................................... 3 Design Considerations.................................................... 3 Flexible Pavement Requirements........................................ 4 Specifications Requirements..............................................4 General Recommendations.............................................. 5 StormWater........................................................................5 Treatment...................................................................5 Conveyance..................................................................5 Detention.....................................................................6 Groundwater...........................................................................6 Floodplain Study for Spring Ditch...............................................6 Appendix PreliminaryPlat............................................................................ I Water...........................................................................................II Model Calibration Junction Maps, Lot Designations, Water Demands WaterCAD Output Sewer..................................................................................... III Sewer Main Flow and Capacity Sewer Service Flow and Capacity StormDrainage........................................................................ IV Detention Pond and Outlet Structure Calculations Sub-basin Runoff Calculations and Pipe Sizing Inlet Capacity Calculations FloodPlain Study......................................................................V Introduction 100 Year Profile 25 Year Profile Existing Ditch Profile Hydrology Miscellaneous........................................................................ VI Spring Ditch Classification Lighting Plan and Street Light Specifications Proposed Open Space Improvements and Seeding Specifications Utility Company Letters NorthWestern Energy Plan Purpose The purpose of this report is to explain how water, sanitary sewer, and storm sewer facilities will be designed to meet City of Bozeman Design Standards and provide service to Baxter Meadows Subdivision, Phase 4 development (hereafter referred to as Phase 4). The report will provide information on the detailed design of the above mentioned infrastructure. The boundary of Phase 4 can be seen on the preliminary plat included in Appendix I. Introduction Phase 4 is located in the northwestern area of the City of Bozeman, Montana. The project is bounded by Vaquero Parkway on the south and west, Baxter Lane on the north, and Davis Lane on the east. The subdivision consists of 127 lots. All lots within Phase 4 are single family residential with the exception of Lots 11 and 12 of Block 7. Lot 11 of Block 7 will house a "Community Center" and Lot 12 of Block 7 is proposed for multi- family development, at a later date, with an estimated 48 dwelling units. The subdivision is zoned R-3 as found in the City of Bozeman Zoning Ordinance. The subdivision has been divided into four phases as shown on the preliminary plat include in Appendix I. The improvements include extending City water and sewer service to the site, construction of on-site water and sewer mains, private streets and stormwater management facilities. Design Report Water The proposed water system will tie into an existing main that was constructed in Davis Lane during previous phases of the Baxter Meadows development. Water usage for each lot within the development will be estimated based on one residential home per lot. Water usage for Lot 12 of Block 7, which is proposed for future development, was estimated based on 48 dwelling units. Water usage for the Community Center lot was estimated using fixture units and the Uniform Plumbing Code. The water mains have been modeled using WaterCadd to determine pipe sizes necessary to provide adequate domestic and fire flow to the buildings and the hydrants located throughout the development. WaterCAD model calibration and calculation pertaining to Phase 4 can be seen in Appendix II. Water system modeling utilizes a "C" factor of 130, is based on a 3:1 maximum hour to average day ratio and a 2.5:1 maximum day to average day ratio. Fire flow demands will be per ISO criteria. Based on water modeling results, new water mains will be 8 inch diameter, class 51, ductile iron pipe. Hydrant leads will be 6 inch ductile iron pipe. One inch copper water services will be extended 8 feet inside of each lot. Water meters will be sized based on the number of fixture units estimated for each lot according to the City of Bozeman Building Division water service worksheet. The Phase 4 water supply will connect into the 12 inch Davis Lane water main at two locations. Connection to the existing water system occurs at the intersection of "C" Street and Davis Lane and at the intersection of Vaquero Parkway and Davis Lane. 1 Intermediate loops have been designed within the Phase 4 water system. • Water services will be extended to the YMCA lot located directly west of Phase 4 and the proposed fire station located southwest of the Vaquero Parkway and Davis Lane intersection. The services proposed for the fire station include a 1 inch domestic service line and a 4 inch fire service line. Sewer The proposed sewer system will tie into an existing 12 inch sewer stub at the intersection of Baxter Lane and Vaquero Parkway. All new mains will be 8 inch diameter SDR 35 PVC. The mains have been sized for the development based upon the following values from the City of Bozeman Design Standards and Specification Policy, March 2004: Residential • 2.54 people/unit • 72 gallons/capita/day • 150 gallons/ acre/day infiltration • 125 single family residential lots • Block 7, Lot 12—proposed for future development with 48 dwelling units • Block 7, Lot 11 —Community Center The community center flow was estimated at 1000 gpd using DEQ sewage flow rates for a Country Club with 10 members present at any one time. Based on the above information the average flow for the Phase 4 development was calculated at 30.45 gpm. A peak flow for the development of 122 gpm was determined using a peaking factor of 4.00 in accordance with the peaking factor equation found in the City of Bozeman Design Standards. Sewer mains will be designed to roughly parallel the road centerline grades. All sewer mains in Phase 4 will be 8 inch PVC. A capacity check on 8 inch sewer main using the minimum slope of 0.4% and a Manning's friction factor of 0.013 indicates a possible flow of 313 gpm at 75% capacity. The allowable flow in 8 inch sewer main at minimum slope is greater than the entire Phase 4 estimated flow. A capacity check on 8 inch main at minimum grade was conducted to show that larger diameter sewer mains were unnecessary; however, sewer mains were designed with a slope greater 0.4% to allow for minor variations during construction. As previously mentioned, sewer flow from the Phase 4 development will discharge to an existing 12 inch sewer main located at the Vaquero Parkway and Baxter Lane intersection. As per the mater plan of the Baxter Meadows Subdivision, the 12 inch main discharges to a 15 inch main that conveys the sewage to the Baxter Meadows lift station. Sewage is then conveyed from the lift station to the 24 inch outfall line located at the intersection of Cattail Street and Davis Lane. Individual sewer services will be provided for each lot within the development. Sewer 2 services were sized based on 2.54 people per dwelling unit. Four inch sewer services will be stubbed 8 feet inside of each lot. A 4 inch sewer service on a 2% grade is capable of supporting flows from each lot. A 4 inch sewer service was also sized for the Community Center lot according to the Uniform Plumbing Code. Sewer services will be extended to each lot as phases within the Phase 4 development are built. Sewer calculations can be found in Appendix III. In addition to the above mentioned sewer infrastructure improvements being extended for Phase 4, sewer services will be extended 8 feet into the YMCA lot located directly west of Phase 4. Pavement Design and Construction Design Considerations The performance of the pavement for the proposed Baxter Meadows Subdivision, Phase 4 depends upon several factors, including (1) the characteristics of the supporting soil; (2) the magnitude and frequency of wheel load applications; (3) the quality of available construction materials; and(4) the desired period of design life. Based on the near surface materials encountered in the backhoe test pits, the predominant subgrade will either be a poorly graded GRAVEL (GP) or a silty CLAY (CL) soil. We recommend excavating to subgrade depth or natural gravel, which ever is encounter first, to determine if the resulting subgrade is gravel or clay. If the subgrade is native gravel, we recommend scarifying and re-compacting the upper 12 inches of the subgrade prior to constructing the base course gravel and asphalt pavement section. If the resulting subgrade is clay, we recommend over-excavating the clay, placing a geotextile, and constructing the base course and sub-base gravel section on top of the geotextile prior to placing the asphalt surfacing. The magnitude and frequency of wheel load applications have been estimated based on a 20-year design life, and the following parameters were used along with the AASHTO Pavement Design Method of Analysis to develop flexible pavement sections as detailed below: Reliability(R) = 95% Standard Deviation(So) =0.35 Design Period(N) =20 years 18-kip Equivalent Single Axle Loads (ESAL's) for Local Streets =50,000 CBR(gravel) =25 (Mr= 13,500 psi) CBR(clay) = 3.0 (Mr=4,500 psi) Design Serviceability Loss = 1.9 3 Flexible Pavement Requirements The proposed streets should be constructed with a total required flexible pavement thickness and individual layer thickness as follows: Local Streets w/Native Gravel Subgrade: 3.0 inches of Hot Mix Asphaltic Concrete 6.0 inches of Base Course Gravel (1% inch Minus Crushed) Scarified and Re-compacted Native Subgrade Gravel 9.0 inches Total Pavement Section Local Streets w/Native Silty Clay Subgrade: 3.0 inches of Hot Mix Asphaltic Concrete 6.0 inches of Base Course Gravel (1% inch Minus Crushed) 18.0 inches of Sub-Base Gravel (Site Pit Run Gravel) or Native Subgrade Gravel Scarify&Re-compact 12 inches of Clay Subgrade *(Note: Separation/Stabilization Geotextile should be used for silty clay subgrade) 27.0 inches Total Pavement Section * It should be noted that when these silty CLAY (CL) subgrade soils become saturated, they lose strength and are difficult to compact due to "pumping." Therefore, it is recommended that a separation/stabilization geotextile be used between the clay subgrade and the gravel sub-base course to facilitate compaction during construction. If this condition occurs, additional expense should be anticipated, and a contingency for the extra costs should be incorporated into the plans and specifications. Specification Requirements The following items should be incorporated into the project plans and specifications: 1. Hot Mix Asphaltic Concrete Surface—Montana Public Works Standard Specifications (MPWSS) Performance Graded(PG)binder having a 58-28 grade in accordance with AASHTO MP 2. Crushed Base Course—Crushed Base Course 1% inch Minus Gravel conforming to Section 02235 of the Montana Public Works Standard Specifications (MPWSS) - The material should be compacted to a minimum of 95 percent of AASHTO T-99 Proctor near optimum moisture content. 4 3. Sub-Base Course - Sub-Base Course 6 inch Minus Pit Run Gravel from site. The materials should be compacted to a minimum of 95 percent of AASHTO T-99 Proctor near optimum moisture content. 4. Separation/Stabilization Geotextile — Mirafi 600X Woven fabric, or equal, should be used to facilitate compaction of sub-base gravels over saturated, pumping subgrade soils. The geotextile should be specified between the subgrade soils and the sub-base course gravel using the manufacturer's recommendations. General Recommendations The analysis and recommendations submitted in this report are based upon the data obtained from soil boring logs at the site by SK Geotechnical in 2000 and 2001. Variations occur between specific sites tested, the nature and extent of which do not become evident until additional exploration or construction is conducted. A re-evaluation of the recommendations presented in this report should be made after performing on-site observations during construction to note the characteristics of any variations. Stormwater Treatment Solids, silt, oils, grease and other pollutants will be removed from the stormwater prior to discharge from the site as required by the City of Bozeman Design Standards. Seven grass lined detention ponds and a series of catch basins have been designed as part of the stormwater system. Catch basins with 9 inch sumps and detention ponds will collect and allow for heavier solids to settle out before stormwater is discharged into the Spring Ditch. The grass lined detention ponds will also remove much of the grease, oils and silt from the stormwater. Based on technical research, grass lined swales/ponds trap urban runoff contaminants and provide a high level of treatment. Grease and oils coming in contact with the grass will stick to the grass and biodegrade naturally Stormwater Conveyance In the pre-developed condition, Phase 4 stormwater that does not infiltrate into the ground flows to the north. Existing runoff is ultimately conveyed off the property through the Spring Ditch which flows in a northwest direction through the subdivision. Spring ditch leaves the Phase 4 development through a 44 inch X 27 inch reinforced concrete arched culvert underneath Baxter Lane and continues to flow north through previously developed Baxter Meadow Phases. The spring ditch is considered a stream according to the Gallatin County Conservation District. Post development runoff will be conveyed to seven new detention ponds through curb and gutter, curb inlet catch basins, and storm drain piping. All streets within Phase 4 are private streets except Vaquero Parkway. Local streets will utilize rolled curb and gutter while Vaquero Parkway curb and gutter will be constructed to the City of Bozeman's 5 standards. The rational method was used to calculate peak stormwater flow rates. A 25- year design storm was used to verify gutter, inlet, and pipe capacities. Storm drainage mains were designed to carry the 25-year storm and maintain a minimum of 3 feet per second flow rate. The spread width of flow in each street has been limited to 9.5 feet as required by the City of Bozeman Design Standards. Inlet capacity calculations and sizing of storm drain piping can be found in Appendix IV. Stormwater Detention Seven stormwater detention ponds have been designed to treat stormwater and to limit the peak outflow from the development to less than or equal to the pre-developed flow. Pre-development and post-development flow rates were calculated using the rational method and a 10-year storm event. Detention ponds have been located throughout Phase 4 to minimize storm drain main lengths and pond sizes. Discharge structures used to limit outflow from the detention ponds have been designed for each pond. Stormwater will be discharged at or less than the pre-development rate to the Spring Ditch after being treated and routed through the detention ponds. Calculations used for sizing ponds and outlet structures can be found in Appendix IV. The retention pond located at the northeast corner of the Phase 4 development will be connected to the Phase 4 storm drainage infrastructure. An outlet pipe will be placed 1.5 feet above the bottom of the pond. This will allow for complete retention of storm water in the pond with an emergency overflow in the event of a higher intensity storm. Additionally, a drywell is proposed for the center of the pond to allow for gradual infiltration into the ground and to help prevent long standing water in the pond. Connecting the Davis Lane retention pond into the Phase 4 storm drainage system is not proposed in Phase 4A but will be completed in a future phase of the development. Groundwater Groundwater was measured for the Baxter Meadows Subdivision development on November 29, 2000. Depths to groundwater varied from 3.0 feet to greater than 10.0 feet below ground surface in the soil borings on that date. Road profiles throughout the development are set above existing ground. Due to the elevated groundwater levels we recommend that new residences are not constructed with full basements. Floodplain Study for Spring Ditch A floodplain analysis of the Spring Ditch drainage that traverses the site was completed using the HY-8 and Hec-Ras computer models and the previous study completed for Phase II by Robert Peccia and Associates in 2002. This is included in the Appendix. Three new roadway crossing culverts are proposed for the subdivision, all of them 48 inch equivalent-sized reinforced concrete arch pipes with gravel fill in the inverts to enhance fish passage. These crossings were sized to provide 100% overflow capacity of the culvert size necessary to limit HW/D ratios to 1.5 and velocities to 12 fps. Groundwater flow as well as irrigation and runoff are included in the design flows 6 utilized in the analysis. Relocation and reconfiguration of a portion of the existing channel is planned to provide a more natural channel through the open space area provided. 7 APPENDIX I SURVEY PURPOSE: TO CREATE 127 LOTS AN RIVATE OPEN PRELIMINARY PLAT OF BAXTER MEADOWS SUBDIVISION, PHASE 4 SPACE PARCELS. COMPUTED PHASE AREAS BY BLOCK A PARCEL OF LAND BEING LOT 3 OF MINOR SUBDIVISION NO. THE COMMISSIONER OF THIS SURVEY IS PC DEVELOPMENT. LOCATED IN THE NE 1/4 OF SECTION 3, T2S, R5E P.M.M. DESCRIPTION LOTS OPEN SPACE TOTAL(SO.FT.) CITY OF BOZEMAN, GALLATIN COUNTY, MONTANA PHASE 4A 2 at lW) I Lp.• Lpl 5 I Lo Or Ot 4 I BLOCK 1 80400 Je737 119137 LOT _ _ NDER TOTAL AREA: 47.6 ACRES Mary OP SUBiDi✓IsiaN ND - I i BLOCK 3 83000 83000 "A" Of 1 UBNNj5,ON Na e+w,ER u[aws sMe�oin�� Pius[, vI pei.LM�lu y � V•�[20 L O S No 2Po2A LOT 5 I � I BLOCK 5 53943 SBJ9} 112336 ewcv x,,°T ins tot. wr•.'�" , 1 I SUBTOTAL 217343 97130 314473 unN cNEEN e[v° y:aC Mrttw w.ap.a tr 1 "1 I pp[u 9e4 STREETS/ALLEYS 119904 rza�rw,v[[[[ iBUO ea S iz9 eu[r 464377 AF, cucrvu,z sN°rvEs a+rvvw+v 4 n IRYDE LNNa GUIr SH°PEi el 3b5a]-59a] APl b rv°zE,I,N,,,, 59z�a-ae9z UV7.Kr rar.4)ar 1LRsaN 3 ,nvniEv a [r[ INrt e LCt• PUBLIC P>PK LOt 1 1.01• Lai 9 LOT ,a�[al rr Lpl ,2 I -Trwi4 4. r wuwn R a,0 au r,[PL TOTAL 2121 cuV.DN ta[Ery BLw rNEA[sn>-,IN 150°,apmER Lr,[iT -J erl „a-,s, ---------------- ---------------- zEu,w,ur �---- PHASE 4B UN't e P°BiN E.cuan 1E[cRn°E.ut s9tia-oeee NOQIB'1911 PUBLIC STREET E9MT OOC/210314J(E) fl19'41�J0[ 115427' •x x BLOCK 2 16075 2774 18849 PicunEE a uNiT i° izei°vaRttrN oa, zcrrxer u n soon K°L[vnn i° ... •...•.............8..........................."i�...�'.. BLOCK 5 17527 17527 a w,�rv+oa ra 9°63s-,zzs L59 o«w,�N crvEEN b[w ................................... CE BARTER •ra eoi[wv+,IT 59tia-Tis. ••• '8 LANE saw,SrRBbT DEDICATION r' J 7 uxir a PUBUC STREET ESYT E59 BLOCK 6 59785 r,°°h�E c scHw..w „i�N c n ee.,+w n E[[cPz°n oac.lzlolue 1 00 IW41'sb'E 419.YY 8 IM4reut ]».a' P 1 8 ranl'sat n7>•' stRla� ------ 59785 1121 �.[uuN ca[[N e[w. srvs caa,IN crE[N ewe#'' b ru eoz[u+N,Nt 59,ie-5e9z rozEPerv.Pr 59„e-ssz° _-��----- i'•s>si/Lon a4v Po9 A 111•Ir 11 3 BL 2 rN IA,Pa zaeJ )• DCK I PlaktC fIKtET Lain BLOCK 7 290806 290806 u,s , M711'x7'- 2m.ar In �poy YMInI.'o6yir•C clear 4' m'ar K]7•.1•xT W.m' •I� P0B 9 , BLOCK B 77394 20511 97905 �fiE° ac°"°`. °rv9nHE a°�EP+N NT s,z,eYes o""IUII TS''00 nor. ..nor-'tnar mar war BLU 1 mm• mar oo.ao' Toro• I rood' nor woo mar mar mm' mar nm Irlt � '� .tl]f 1: 1•[[D wr.cO n babii ze°i LOt f ER ! T •% y, ACf4�l SUBTOTAL 461587 2328.5 484872 r g gay g $ $ r r r r ofL t stwn I STREETS/ALLEYS 176130 1 I $g1sRsk�0. $ iBAegAe � 7e $ wg�fo $ H gSE $g 1 $ 2 � a4seey$ 7i$ e 4 a �4P 'y I IL LAN-IN GFIEN #11 NctbB,^n[E[,I iaa i9P9 a5 eozEUO-a IT U 1111-III oIPicxs°N 5oifuRnCICILIxN ui 59Tis-bEJI Y' 'I p•e-'Tu 4-7y -A #7� -19 -7.Y _k,9 a -) O-R l]m -,]Ym R�y it sra0 y_.r7m- r]0a-_na0- 71m rtm 9nr TIN-_ 1]ex , ( TOTAL fi61002 ■ aT 1. F A4 I y y y Y - y y Y y Clays k 1 I I LI / I r_�Sit NE[N e w 4°Yje r I Ism' 4ea0' war tla0' t mar w mar nor mar woof war nor PI�- law war' mar moo• war 00.ar woof N0Y4f OA PHASE IC u IN c r eozEuu,.M, swie-nst I =S\-�pror To eE 7u m' •A"WAY I _!�__- a6aY 'A"WAY d�' I z[unN.uT s9zie-ease f gg --__ _- Y MMN'aaY _I _____-_--- X89'41Yf I BLOCK 2 130990 462J2 777222 J Lot• 1 I )»JI' •�f Amoy. aH.IY --_i-awIQT aaa ey 11� I BLOCK 4 103789 - 103789 1 I 1LS 1»K u' >LI• afaD• f0.00r waF xOr p0 nee' mm' •AAr Saw' w.w'L164W xm' xaa' xaa' f0ar a1.7Y,r G fr _ �` Ir r r (Jj. r I BLOCK 6 60990 60998 1 2 $] $e $0 $] 8 8 E$$2$$4$ 7 13 a 10 $ I Ner»lm4 SUBTOTAL 29577Pas D S sma ymad" gaol$l > $0000' g mmgoo. $.ewd'- era g /7¢w' a I y ySG p Y p y Y p7t Dq . STREETS/ALLEYS 170198 ww - iw31.) cB8w (P9u NBTa /Bel,)x (Itl7�a w.Ha (1131.)a a ,% '°+°ITT 8 i 1 T TOTAL 5,22D7 4rxar x4rn.m• xar xarxar xar xar x - -xA.'. 7rx 7S / ? •"w 1 ge,�In :;!,-BLOCK 3 1 xt BLOCK 4 slaw �' mar s g I PHASE 4O c aFI �W nn war ww war �14 saoo' mare I 7mar mor xaarrr war moo' xar foal�!! -xr' 4� ,� $ p / ( �,rY.It y IL, \ $ID 11 $IY q1. te g Il ,l It10 $t4 $I6H$10 $t7 $1e $10$ 20 � yfEg81g+ [wrAb01 - yl 1 BLOCK 5 99976 106683 206659 ' Lw 10 6000- g0a000 �ma�$l �[ y! fmr IA` Q p_mmQ $ y �gp�ypm! BLOCK 7 77123 124060 2011B3 : yC Y Y g y 7. 4 ii(tnLJ (wxJ '"(RsW$;L1L)M wa1,)K it pgW « 77w l� $ }p TA ftlL) (AaL) 4 8 Y $ SUBTOTAL 177099 230743 407842 r xor xar .41 wm m x.m faor xm xaD war sam xlrf. C I .ner 1 eurr } IMa i1 I I STREETS/ALLEYS 20606 / 1 I 13-Aw rru-• 8 .._. - - ne7a'se4 _-_-_-_-_-. 8 •oat 'A IN ___--.- .$ ..Z.:-. a ?� 14 r'• TB I TOTAL 436448 / / ( rsu •1 Im' O f`f 7w,J1• j 1 "B'STREET x.x am' wod war W.Oo' law• Q -'war xar xar xar 50 m' mw' war war war�. S wm'la'ulr I cz7 Imar �•' ¢ r r r r $ ,Itm S15 I All PIIasEs f>o� ( w 22 $2l a YO"�$ fr pq fe $ 17 ,$ A. yq a $ 1 s$..x..p•.{:1"� 4 a"`d a-"�g e •off 1 �'$e r $ y � 11s1ao6 }97]90 1549196 / a •/ (r,9543 $7Ia0 p- Q,t 77m'=P.7]ma R 77m-Q Ma p, N R R p-R^•""[$a•�p$ �'(})gip'$ 6$7laa�p;70o�`e{ aln P I waof]a yy y, I SUBTOTAL // // 1� y y� p- y if'' Y,- y 4•• y Q_ y - Sf U 1 - Y L1-Y CI y 2{ y X y Li Y $ y 0{-y .7 MMi'fa, 1)aw' - •1 F N bi Of p STREETS/ALLEYS 524B3B 4 Iti x0f' tlar n•• war mar war- -'»oa• •.1�'a1 '.w0a• 'xar "xar xar Saar mar war ma Ml�•1 i �$ 7110o Ia.l ` 70. .. , pep: 1e74tsavr fe1)Y $ N0611yi'•71 • 1 TOTAL 2074034 ow' BLOCK 6 wW.lfet xrls' s1 mar I R b ^BL CK arch to IN •+• g 7]m g n lip $ e E low xar xw woof moo' xar 40 nor n» Tin wO1ANos w,narwanaua rar4�r'sa'L s7sW14i $ nm $ I 1 NOTES �.:a�,� Y r 1• r {; r r a.4T Iwrz$.J� tros c seal.ucHr OKY 1 n dfu`T,Py�'.0rt ;,iT:.,'�-�•� 1= ,wa to '$$U B�k Iz.'a B 17a$14�$TDO 81e a$ 19 le '+�� rnor $I I i171 1. Lot 11•Block 7 shall be used as a "CommunityCenter." P03 Y• 1 $ roar $ $ ,rtl-f:0•�14 � =£soaat_awy YFm~47ta0- ern _ Y IB �l Y y pp-y -Y -Y -Yp Y y pp Y All, $ Ix111'x3e / / • 11 �i .6 r' 1[RIANWi 4yf4' V( y $ yl ai al »7T• 2. Lot 12•Block 7 park dedication requirements have been met / ��i1 L•(\ °••'. _ m;m' m y 'g ( for B dwelling units per acre, the equivalent of a total of 48 / / t•, 7i16 .e - 'G •;• "�- -- 'mar so.m' wm' xa xa xar mar mw' ALI'I, 17o7Y 1 dwelling units;at the lime of subsequent development,when net Dn • . 4}.1r Ia.41• l4,Ln' y, -f dS •••, l xev41'fiet 'C'STREET $ I resident"Ial density becomes known, park dedication requirements // '+Y'- df �,+• NtD7 UlK K''M�QlY•. - ---_---'- --- xd- ---" Is11'aet shall be met for any additional density in accordance with the BMG '� `70„4 ? � � y'"'`�1s.»•wla' $ 4 faa4Y I offer / ff7fv y 1 �,,.b.7y i► - Ipjr• f�uy0t ovr >� Ipm' r 1 3, Aright-of-way far a pedestrian walk,not less than 10 Feel wide, MINOR sNrumsioN NO'-- `11 `}s'A B 15,$' SIT S 1�`�r '• �� /aorna'w q �.�1. I pedestrian shot be rwa k bisecting ovided in Lot 1Boock 8kandl exleod ngnacross t with the Spring Y > xl'jJ^»ti I A iz I Ditch to intersect with the troil on the west side of the 7m'UYI F.�� +3 Aw»1611r Spring / dlp $ 'o. .2.`4+•.� / tL , a.w' 11 I]IAe' A. w• R 0 1 Ditch,at the time of site development of this lot. A_ �•j � tJA 1 / v �� e�4 7y00 'e7»tia1. jf St 1 B 6. i d1 w •,�`' sY�y '(.1� x l ar , �J =a Y`f �m 1 i z+r7 $ w oar V. I `\\/. fw] - 1• sotefc•t FRO 0 12 �""fir $ �7a00' I EGE��I� c.G �QBe .6 1LaraALsth[iTewo�, Tlr�\Y » r Y 1 min _MJ`•11 SYMBOL DESCRIPTION atryy� °E.E�cwa[s +\` BLOCK 7 yfY »s,H A jai' �g ( anr07am-�9_ sr �79 T"'zo'6Att ----- EXISTING EASEMENT w.ra,ti Y e uo[u[r[I•ue�r.me UTILITY EASEMENT o I cia wA.NE,u:," eozeuax m s-,s-7 eb EXCEPT AS NOTED .► �00, _ ••••••••••••• EXISTING WETLAND Imm' n I NrwB[r.,,s _. l 4 D . .r q1, R'd y l rvlvv„°Iry�oz.•ct s to I%xy j - - - - PHASE LINE yA,, PAINA 8 i1yy0D I WATERCOURSE/WETLAND SETBACK rl i A' --, t$ q$ar I POS PRIVATE OPEN SPACE s' IT a,y°R 31 � ea - :F r I FtII weYmy `$� I R/W RIGHT OF WAY 1»40 I�-EA�ENT wnTH BOUNDARY LINE CQ[ Awawaus Ix -? 4 R I a n1 fo ' Y w d I oow[.rwr .»n opA.r.rvwwa.w• , 1 .} ACCESS I (RSL) RESTRICTED SIZE LOT a u7 fqm• Z , A I PER UDO 18.42.1 BO o cun1N courn cRos No zz0ze .ar y usm'731 EDe[Na<,NDrtana s°ns ems: ? THIS N sueomwN C 5 Tu aKE new I I >r 0 100' 200' 300' _ 1 I I I SHEET 1 OF 2 516-Ph4-PLAT.dwg 0 l000' S C A L E DRAWN BY. KLS DATE. 4(7/07 QUALITY CHECK. I BEARING OASIS:NORTH LINE OF EQUESTRIAN suRVEYEO BY: JOB NO. Bofr016 FIFLOBOOK S C A L E LANE AS SHOWN ON THE FINAL PLAT OF BAXTER TD to MEADOWS SUB.P .D..0 PHASE, PER RECORD 6��0/ THOMAS,DEAN&HOSKINS,INC. l ENGINEERING CONSULTANTS -� ' EAT FALS-602EaMN-KALISPELL M NT RETE HA s PRELIMINARY PLAT OF BAXTER MEADOWS SUBDIVISION, PHASE 4 A PARCEL OF LAND BEING LOT 3 OF MINOR SUBDIVISION NO. LOCATED IN THE NE 1/4 OF SECTION 3, T2S, R5E P.M.M. CONSENT OF MORTGAGEE(S) CURVE TABLE CITY OF BOZEMAN, GALLATIN COUNTY, MONTANA I(we), the Vndersigned mortgagee(s) or encumbrancer, do hereby join in and consent to the described plat, releasing my (our) respective liens, claims or encumbrances as to any portion of said lands now being platted into streets, TOTAL AREA: 47.613 ACRES avenues, parks, or other public areas which are dedicated to the City of CURVE RADIUS DELTA ANGLE ARC LENGTH CHORD BEARING CHORD LENGTH Bozeman for the public use and enjoyment. • 1697.06 Doted this_ day of . 200 C1 1200.00 90'00'00" 1884.96 S45'00'00"E C2 72.00 164'33'22" 206.79 N44'21'31'W 142.69 C3 230.00 40*02'14' 16072 S69'40'51"W 157.47 Nome&Title Signature C4 1200.00 38'54'19" 814.83 S79'27'09"E 799.26 C5 72.00 162'40'20" 204.42 S45'18'02"E 142.36 STATE OF. C6 170.00 40'02'14" 118.79 S69'40'51'W 116.39 County of C7 250.00 8'21'29" 36.47 N0523'07"E 36.44 On this T day of 200 , before me the undersigned C8 750.00 8'00'00" 104.72 S05'33'51'W 104.63 CERTIFICATE OF DEDICATION Notary Public for the Slate of ,personally appeared C9 1200.00 48'13'47" 1010.12 S65'53'06"E 980.56 1 (we), the undersigned property owner(s), do hereby certify that I (we) have caused to known to me to be the of be su a rveyed, subdivided and platted into lots, blocks, streets, and alleys• and other and the person whose name is subscribed to the within instrument and C10 305.00 819'26" 44.31 N05'24'08"E 44.27 divisions and dedications, as shown by the plot hereunto included, the following described acknowledged to me that he executed the within instrument for don behalf of 450.00 8`16'00" 64.93 NO52551' ' "E 64.87 lot of land, to-wit: C11 IN WRNE'_S WHEREOF,1 have hereunto set my hand and affixed my Notarial Seal the C12 550.00 8100'00" 76.79 S0533'51'W 76.73 Phase 4 DESCRIPTION: day and year first above written. C13 695.00 8'00'00" 97.04 S05'33'51'W 96.96 A parcel of land, said parcel being a portion of Tract 4A-1 of Certificate of Survey No. 'S7'W 15.10 22028. said parcel being located in the Northeast Quarter of Section 3,Township 2 Notary Public or the State of 72.00 12'02'17" 15.13 S59'22 C14 South, Range 5 East, Principal Meridian Montana, City of Bozeman, Gallatin County, Printed Name 72.00 59'48'12" 75.15 N84'41'48 "W 71.79 Montana, and said parcel bang oil that part of said tract in said Section 3 lying (SEAL) Residing at C15 northerly and easterly of the "Future 75' R/W" of Vaquero Parkway as shown on said My Commission expires C16 72.00 28'11'33" 35.43 N40'41'56W 35.07 survey, said parcel being further described as follows: C17 72.00 64'31'19" 81.08 N05'39'30"E 76.86 Beginning at the northeast corner of said Section 3; thence South 01'33'51"West, on CERTIFICATE OF SURVE'fOR C18 1200.00 3'l l'01" 66.68 S06'22'49"E 66.67 the east line of said section, a distance of 1553.04 feel; thence North 90'00'00"West, on the northeasterly easement line of Vaquero Parkway, a distance of 331.50 feet; I, the undersigned,Steven C. Anderson. Professional Land Surveyor, do C19 1200.00 3,11,01" 66,68 S09'33'50"E 66.67 thence on a curve to the right with a radius of 1200.00 feet, a central angle of hereby certify that on or between_ -_ I C20 1200.00 3'11'01" 66.68 512'44'50"E 66.67 90'00'00", and an arc length of 1884.96 feel, on said easement line; thence North surveyed the PLAT OF BAXTER MEADOWS SUBDIVISION. PHASE 4, and 00'00'00" East, a distance of 294.20 Feet, on said easement line to the south line of platted the same as is described and shown on the accompanying plot C21 1200.00 3*11'01" 66.68 S15'55'51"E 66.67 the Final Plat of Baxter Meadows Subdivision, Phase IIA; thence North 89'41'58" East, on or certificate of survey in accordance with the provisions of the Montana said line, a distance of 419.22' feet; thence North 00'18'19"West, on the east line of Subdivision and Platting Act, §76-3-101 through 76-3-625. M.C,A., and C22 1200.00 3*1 l'01" 66,68 S19'06'52"E 66.67 said plot, a distance of 50.00 feet to the common line of said Sections 3 and 34; the Bozeman Unified Development Ordinance. C23 1200.00 1'35'30" 33.33 S21'30'07"E 33.33 thence North 89'41'58" East, along said section line, a distance of 1154.97 feet to the C24 1200.00 3'11'01' 66.68 523'53'22"E 66.67 Point of Beginning. Doled this_day of 200 The described parcel contains 47.613 acres, more or less, and is along with and subject C25 1200.00 3,11,01, 66.68 S27'04'23"E 66.67 to any existing easements. Steven C Aride,t1W1 Montana License No. 12251 LS C26 1200.00 3,11,01, 66.68 S30'I5'23"E 66.67 C27 1200.00 3'11'O1' 66.68 S33'26'24"E 66.67 The above described lot of land is to be known and designated as the PLAT OF BAXTER C28 1200.00 3'52'25" 81.13 S36'58'06"E 81.11 MEADOWS SUBDIVISION, PHASE 4, City of Bozeman, Gallatin County, Montana; and the 72.00 72'S4'19" 9t•62 589'32'00"E 85.56 lands included in all streets, avenues, alleys, and parks or public squares shown on said C29 plot are hereby granted and donated to the City of Bozeman far the public use and CERTIFlCATE OF COUNTY TREASURER C30 72.00 89'06'58" 111.99 S08'31'22"E 101.04 enjoyment. Unless specifically listed herein, the lands Included in on sbeels, ovenues, alleys, and parks or public squares dedicated to the public am accepted for public use, I, Kimberly Buchanan.Treasurer of Gollatin County, Montana, do hereby C31 230.00 33'20'49" 133.86 S66'20'09'W 131.98 but the City accepts no responsibility for maintatini g the scone. The awnef(s) ogree(s) certify that the accompanying plat has been duly examined and that all 1200.00 4'4T 19" 100.29 502'23'39"E 100.26 that the City has no obligation to malntain the lands included in oil streets, avenues, real property taxes and special assessments assessed and levied on the C32 alleys, and parks or Public squares hereby dedicated to public use. The lands included land to be subdivided have been paid. C33 1200.00 3'52'25" 81.13 S43'42'25"E 81.11 n on streets,avenues, alleys, and parks or public squares dedicated to the public for Doted this day of , 200 which the City accepts responsibility for maintenance include: C34 1200.00 3'1 I'D 1" 66.66 S47'14'08"E 66.67 1200.00 3'11'D 1" 66.68 S50'25'08"E 66.67 VAQUERO PARKWAY. C35 piny Treasurer 1200.00 3'11'01" 66.68 S53'36'09"E 66,67 The undersigned hereby grants unto etch and every person, firm, or corporation, C36 whether public or private, providing or offering to provide telephone, electric power. gas. C37 1200.00 3*11'01" 66.68 S56'47'10"E 66.67 internet, cable television or other similar utility or service, the right to the joint use of GERTIFlCATE OF EXCLUSION FROM MONTANA DEPARTMENT an easement for the construction, maintenance, repair and removal of their lines and OF ENVIRONMENTAL QUALITY REVIEW C38 1200.00 3*11'01" 66.68 S59'58'10"E 66,67 other facilities, in, over, under and across each area designated on this plat as "UTILITY C39 1200.00 3'11'01" 66.68 S63'09'11"E 66.67 EASEMENT" to hove and to hold forever. The PLAT OF BAXTER MEADOWS SUBDIVISION, PHASE 4, Gallatin County. Montana. C40 1200.00 13'07'21' 274.84 S71'l 8'22"E 274.24 is within the City of Bozeman. Montana• a first-class municipality and within the planning area of the Bozeman growth policy which was adopted pursuant to C41 170.00 40*02'14" 118.79 S69'40'51'W 116.39 §76-1-601 at seq., MCA• and can be provided with adequate storm water drainage and adequate municipal facilities. Therefore• under the provisions of C42 1200.00 12*07'58" 254.11 S83'56'01"E 253.63 676-4-125(2)(d) MCA, This subdivision is excluded from the requirement for 81 Montana Department of Environmental Quality review. C43 305.00 0'20'23" 1.81 NO2'05'58"E C44 305.00 7-77'41' 38.83 N05'55'00"E 38.81 Doled this day of 200 Dated this__ day of , 200 . C45 695.00 4'20'59" 52.76 SOT23'22'W 52.75 Owner: BAXTER MEADOWS DEVELOPMENT, L.P. C46 695.00 3-39'01- 44.28 S03'23'22'W 44.27 Formerly known as W.B.C., L.P. C47 72.00 0-39'03" O.B2 N53'41'19"E 0-82 By: BAXTER MEADOWS CONSTRUCTION, INC., in' o u is Service City f Bozeman, Montana General Partner CERnncATE OF DIRECTOR OF PUBUC SERVICE By: Gerald R. Williams, rest en 1, Director of Public Service•City of Bozeman, Montana, do hereby certify that the accompanying plat has been duly examined and have round the some to cor.farm to the law, approve it. and hereby accept the dedication STATE OF MONTANA to the City of Bozeman for the public use of any and all lands shown on County of Gallatin the plat as tieing dedicated to such use. CERTIFICATE OF COMPLETION OF IMPROVEMENTS I Gerald R. Williams, and 1, Keith E. Waring, a registered professional engineer On this_ day of 20_, before me the undersigned Dated this-day of 200 . i lcensed to practice in the State of Montana, hereby certify that the following improvements, required to meet the requirements of this title or as a Notary Public for the State of Montana, personally appeared Gerald R. Williams. 1},ree a of PUre service condition(s) of approval of the PLAT OF BAXTER MEADOWS SUBDIVISION, PHASE 4, known to me to be the President of BAXTER MEADOWS CONSTRUCTION. INC.. City of Bozeman. Montana have been installed in conformance with the approved plans and specifications, the General Partner of BAXTER MEADOWS DEVELOPMENT, LP., or financially guaranteed and covered by the improvements agreement and the person whose name is subscribed to the within instrument and accompanying this plat. acknowledged to me that he executed the within instrument for and on behalf of :;ERTIFICATE OF CLERK AND RECORDER Installed Improvements: BAXTER MEADOWS DEVELOPMENT, L.P. 1, Shelley Vance.Clerk and Recorder of Gallatin County, Montana, do Financially Guaranteed improvements: IN WITNESS WHEREOF, I have hereunto set my hand and affixed my Notarial Seal hereby certify that the foregoing instrument was filed in my office at y pr the day and year first above written. o'clack. -M..M•. this ____ day of - zoo__• an__d recorded in Book___of Plats. on Page_ as Document No. ______, Records of the Clerk and The subdivider hereby warronts against defects in these improvernente for a (SEAL) Notary Public for the State of MONTANA Recorder, Gallatin Counly, Montana. period of two years Irom the dote of acceptance by the City of Soloman. The Printed Name subdivider grants possession of oil public Infrostrmllute improvements to the City of Bozeman, and the City hereby accepts possession of all public infrastructure Residing at Deputy Clerk an Recorder improvements, subject to the above indicated warranty. My Commission expires By: . Subdivider Data: By; " Montana Lic. No. Date: SHEET 2 OF 2 516-Ph4-PLATdwg DRAWN BY: KLS I DATE: 2119/07 OUALITY CHECK: By: , Director of Public Service Dale: SURVEYED BY: JOB NO 806-018 FIELOBOOK TDBc THOMAS,DEAN&HOSKINS,INC. 1 ENGINEERING CONSULTANTS ' GGRRE T FALLs-OOZEMAN-KAUSPELL ANEwf MONTANA LEWISTON IDAHO APPENDIX II MODEL CALIBRATION Scenario: Calibration to Cattail hydrant flows CATTAIL CREEK SUBDIVISION l N is R• !at Ir1 lala h J)lb R, 1IP ,11 rl) 11) N)h L L 1j11 ) �>i, aim ,11 y)jl i! I't w »n Ilf » J))�'• IJ•Jta 6r)�.a • �. Jn � nY sar )�L.♦♦J. rn1 __ nfl'-' uw�:•1 !a1 J.6 Irv,I. Jl �N) wllb UIY ll! •Ft. !N , !1•I r Il/a !» _ t: Aar* 2 alah»I )Jt !IN a.. Am L . Z 1, •1 �F 4 • JVN IY Jlb Y Ib 9 • h't•1 �a r"f i,Iu � IY PIP. r�r am ,I IMr DEADMAN'SOULC'H ROAD J» GALLATIN CENTER M. hN1 !Na !IN t� J22a laN _ _ pL j J ram. ,all IJw Iael FUTURE DEVELOPMENT i �692 na hnr P]Ya J Pry. I2)7 l.1f ,IH hal. /u) SBB lira ,Nr hIw as. ,NI, n-r0 'r v ♦ •.al ROUSON ROAD L L 27TH AVEN LIEE Y »Nr Jaw ,.Nh.raa Jau aalq' lN:l 9TH AVENUE mJ B P-712 t »n 7 lut. � rur 'Hq �JU1 1 P-]B3 lM6 F7H leer !»I PIY !a1) Jau •� RiQ Jela '*r FrNI h Y,t•.ll.l! - NA iN (? Pro I Jut ^ lul R/VI hna • IN - :,a» Y.n}{eo hr�- wlneL•N_ • � . tN `Jfio !w Jlga l.W lafil JAM Y,rn P-761 %,fw r.IN»Y »w 3 Jul � MVI C a— � L 1660• I-iN IKr Jel!r,toa J61) j.05):N! h.,r .p.�L r�.. _w r n.L nw�i. wu ,IY. nna »el. »a •u) P.1. r / IY a IN. . BAXTE R M EADOWS SUBDIVISION-PHASE 1 DAV IS LANE ]w n .w FUTURE DEVELOPMENT BAXTE R PARKWAY L a aw ilb J • .ia 3 fN 11, P-BB, OAK STREET )- Ploo aal. Title:Baxter Meadows Project Engineer:Keith Waring j:\...\2a2bph3andcattail calibration modl.wed Thomas,Dean&Hoskins Inc WaterCAD v6.5[6.5120] 03/05/07 08:56:48 AM ©Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 WATER MODEL CALIBRATION The Baxter Meadows Phase Four water model was created inside the existing water model that was submitted previously for the Baxter Meadows Subdivision. This model includes most of Baxter Meadows and all of the Cattail Creek Subdivision. The original model has several assumed reservoirs and pumps in it that were used to model the effects of existing pressure reducing valves in the system. The Baxter Meadows water model was originally calibrated using 3 hydrant flow tests that were conducted by the City of Bozeman between April 2004 and December 2005 and two other tests that were conducted in the spring of 2006. An additional hydrant test was conducted in May of 2006 for the Crestview project, which is part of this water model. During this test, a static pressure was recorded, a residual pressure and pito reading with one hydrant flowing was recorded and a residual pressure and pito reading with two hydrants flowing was recorded. Unfortunately, only one pito reading with two hydrants flowing was recorded, instead of having a pito reading for both flowing hydrants. As a consequence some assumptions were necessary. The new hydrant test results are included in this document. The model was calibrated to both the static and residual pressures that were recorded during the flow tests. Flow at nodes not located in the Crestview, Cattail Creek or Baxter Meadows Subdivision were also adjusted to fine tune the residual Pressures at each hydrant test location. The model was run with the flow that was measured in the field at each node that a fire hydrant flow measurement was conducted. The residual pressures the model outputted were checked against the pressures measured in the field. The model closely resembles conditions that were encountered in the field. They are not exact because each of the fire hydrant flow tests was conducted on different days when different water demands and tank water elevations were occurring. WaterCAD output for static conditions and each fire hydrant residual conditions are included. Junction locations can be seen on the attached node map. A summary sheet has been prepared and is included on the next page. m M 00 fl- (A M m It N (D M r 00 00 (D 00 00 00 N U (() CD CA I� M 0 C: C) O fl- M M tl C 00 (n O N 'd' 00 Cn M N_ m M CM (D N C) 00 C') N N U7 Q Qs @ r- c (DMT M D 000 OR (DM N (t MO n O Oo CV(- m = ) y. 1 O O O 0 (n Cn -0 L N 00 00 (n T T' o o 0) ro a) o rn ao 00 m 0) > > > (D N U CO N N (a (D m O � o[ a T (nNM (DMI1, (DC) M V 0000 (D q cnn * N M M I, r O CJ CD Cl) O 7 (n M Cn N CD 00 d r Ln N 'y 0 Co r (- 0 O CO 0 (n p CO (n 0 CM co rt CD N r } a T T T r T 0 0 0 r 0 N O O 0 0 0) O) M 00 Cn O) m r r T- O y m CO O (D (D V CO (n 0 Cn 1n 1� M 00 Cp O O O f� C) Q7 � CocoO � M (D �t O � N Mf` a0 (n rr CO OR O m O Co co (n Ln �• I- O O Iq 0 C6 0o co r (D �p m V N (MMcoMv d MNtIq m 0 0) CD C O m0 r Co mmm00MCn000 COO CA CD 00 0) C7) to CnCn j � m d d' d [h et 'I d' d• 11 y U =C3 Um0 d' 00000m � o0 00 0Q O .4 co 0) Cn0 00 r .- CO T O vOMM O 00 00 r r O (D r r Cl) T m c) CO N M oO r r CN0 D 9 m CM M c ro � ^ m V T r r r r c mcaC mma c m m m m m a) N m m m (a mid id to id ro i0 m m n n n � g � n � � � m M .0 m m p m N id <`a cd ro ro .m ro .m CC) m (a (a (a (a (a (a .m m (a U NUUUUUUUUUU NUU UU L) 01 UU 10101 O o O O o 0 0 0 0 0 00 00 00 00 O O _ p O O O O O O O O O O c 00 00 O O O O O O � in r 0 (n (6 N [` M CD 0 U') r L6 O Ih CD N M CD LA In ti M (D T r M 0 O In 0 00 00 r r O O (D (D (C) (D (D I� n CO (D (D (D CD CO (D (O (D f� f� (D CO ro Cn I- M 00 m It (D (D (a u) co h It 0o a) (D co � r fl_ 0NN 000 err ISO I` O NN 00 r V In UO (D (D (D r T r COr In (D Cn r (D (D r r i cz m OC cl: ^ro as Cc Cc cd N a : ro ro > � ro � (D � m m � m a) 3 'Y- 3 TCLT- 3 - z: 3 T � aC C) ro ro O . 70 O 'D O �m ro O 0 p C m ro -n � � � � a ro ro m 3 $ '� (v N m 4 cif 0 a' o p ro O U) ( � � � incnLL U) � � FL � � anti oo 'co �°, 'cu .mN °, m � oo cv '(v 0 ° rorororomroromroro u � m � caco roc'd cxd UUUJUQQ JCOCD UU UU J J QQ mm ro (n ao am v o (N ce) 00 co (D 00 r U Ln (D r cf) O j O0 p a) a M N (OD N N N O Lo 00 m d N -4 O 00 00 N U q N r O U d C O O O O O T T v) i rn O 0Ln 00 O O ON p O ro N r 7 O 7 0 0 CA V7 U (O fo -0 0 N a) ro N 01 ca N a) cn 4) ) Gfn � Q � � Q a c! cMf' Oc6rn : ^ m (o ON � r ( 0) a) cM1- 0to o 'N 00Ln OM (O O y QOO 00 co 00 q1 co C. lVynJ O � N O m 7 O N O N 2 � a a m ncq U� N r?col Imo rnr r OO (hm0O � 00 V Q7 rT •' 0) U NcoCf) co rnrn OQ rr C (a ' rn rnrnrn rnrn ro ':3 co co rn V7 rn rn � U m USC7 U = 0 m OOOrnO 00 00 corn O o 00 (Dti ri 0 co (D ter. c v�i M (a :3 T r r c E ca a m Ca a ou pU m —co a) co mm mm C is ro c� �a ny 0� ny c� ro co ni m C O G C C O c'Ju O ca ro c0 .Cd ca .co O co co co �U 0 .ca NUUUUUU I NUU UU UU — 0 0 0 0 0 0 00 00 00 L_ (a C O O O O O O C 00 00 00 V O v U) LO CO CC) O Sri ,- Lri cG N a) a' In CD (D (D (D (D cD > 0 (D (D (D f� h O 2 % 2 W w 9 i co � Co ((D (rnD N � ^ tr) 0 NN r h 1- 0 0 0 r V LC) (D •— r r (D (D (D w CC ro a 0 ro � (D a ro (r _ c a ca ro � cz a� 3 Y _ C) o ro ro o o ro o ro70 can m �. .. o m m _ ro � a� aoiaoiroo mro o0 o 'ro (� in � � � 1t ini� (oU) � � 0 0 'ro 'cd 0 0 co 'w (^ N co ca m can ro is UUUUmcn UU UU 00 Scenario: Calibration to Cattail hydrant flows a rn N rn a 1? coo Q a J-592 J-591 P-737 P-729 J-589 P-719 P-727 J-576 P-676 J-573 J-577 P-739 J-635 J-590 o J 578 J-1011 P-746 0 {V P691Q FERGUSON ROAD a J-s1s a N. 27TH AVENUI a, 1 d J-1027 J-626 P-766 J 574 J-290 J-588 P-712 co oo J-618 CV J-587 (0 . a v °- J-620 J-1028 ,n n ro P-687 6 p 6g9 °D co J-617 a lc' J-1093 co ro a' J-1030 J-605 P-742 J-607 J-571 a P-763 J-572 J 582 P-703 i J-583 �625 P-762 J-616 ° r L M 0 J-593 dcm ' a J-1041 P-700�P- 6 J-1042 J-6222 780 Z' 4 J 570 -It o J 581 P-701 P-698 J-579 J-624 a n J 836�J 612 n a, J-580 J-623 P-714J-1049 P-715 P-651P-693P•694P.69 a J-569 J-615 P-730 o J-300 o 2 J 1050 J-600 J 1051 J-608 P-745 P-761 Js f-586 J 596 00 o -709 Q P 691 In Q3 p7J8.-J 584 a P-725 a aJ 614 P-759 a J-613J-1058 J-1059 P 721 P 724 ,1 1061 n J-594 eo 6 J-606 P 777 J-604. n` p n , co cv n. n ,n M n, 19 n r M M d a a' 4 a P-782 P-633 J-1063 P-784 J-627 P-783 JJ-1066 P-635 .J 1067 J-1068 J-1069 J-1070 J-325 P 320 a l J-610 P-750 J-595 J-597 J-1062 P-636 P-650 P-606 0 c 0 M 1yti C, J-1075 Q' BAXTER MEADOWS SUBDIVISION -PHASE 1 DAVIS LANE J-633 J-630 FFUTURE DEVELOPMENT M BAXTER PARKWAY a J-629 rn M J-628 O M a- 0 v 19 a CM N J-631 P-669 OAK STREET J-700 P-800 J-634 Title:Baxter Meadows Project Engineer:Keith Waring j:\...\2a2bph3andcattail calibration modl.wcd Thomas,Dean&Hoskins Inc WaterCAD v6.5[6.5120] 03/05/07 09:06:14 AM ©Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 Fire Hydrant Flow Analysis Sos - OIL, (oa�� k 4� - B4-xfE+e i f?'IC jJ657- p,4VIK. p;-to = �6- OF gyp, - S -aa - ltis - av � 8s hf = S- P- . � Q� = QF X l�R°•� I3s a•8 X SS°'s� _ a 9 Sy.q� �P�, I hF �,sy ap o•sY 6.4'17.A It SUZ C7 ZE714f/s--1 Dr1-04 f �Gtt Sow/ Pr}o = bc S lad p- = 10 a QF= 11 -t.:K J3a3. Gar-jg� 8P►� hR = Ia0 - ao - !ao hp = Iau - ioa = 16 Q3 v•Sy 2---�. l R � 18 3.� x "!v _ 13-Y $D8p►� 1� = -7z Ps I G AS s o - 6fli/Ca/A-y � KiMBbe W1 r-Aw -5 r l S a F = 1 6 7.7`1 = 1 Y Z3. 76, Ap = I2G _ y� ; ZZ , 12° Gird€ ON f�j1ti/�S) I f C?P '7 j 60 1z99 , G9 1 ti�= ida _ 2a 9-0 rv= 3Z- n.s 4 Q� /7- 69 Ory Jan. 12. 2006 1 : IONM No, 4b[y r, 1 � � 2Olao Sheping Out rutum TbOther CITY OF BOZEMAN HYDRANT PRESSURETLOW REQUEST FORM Date: 11 Q� Location H Brant# Static Pressure Pito Pressure Residual Pressure s Requested By: Fax#: .5%_LI9 S'� Done By: Se 4 Ar)TrOA#1J Jan, I Z. zuuo, NO-Jbj,Z.TIALr- _LURCH SIT COK PROPERTY w , �. _ .,�,. , or .............. r 7z FWT,) EXISTING CLINIC cl) 41c i• EQUT TRIAN'W/ Y A ........... Ld We .. . .. ........ Jan. 12. ,2006, 1 : 15PMa�—lk ;1 ; i No, 4832'N. 1 UPSIZE 1000' OF EXISTING BAXTER SEW PER MEETING WITH BOB MURRAY 11-3- I05 vr> ,c. G5 Vim► ! I WEST WINDS ' 4J7 t Z SUBDIVISION ',:.•� .•.fit• �'', •,' i' i � 1 i; 114 I � '�� �''• f 1 `� i � f I.1f �.. t i �• -•�� � ....._ -„_g___- ,TER Pi(WY ' Jan. Q, 1UUb l : 16F No. 4tljl r. r1 N i DEADMAN'S GULCH 1 CATTAIL ST 12" �... .. ._.-_..._1211 -..- — - __- ��----- AL CHURCH 77 i jLI Ic Lu A L Yq' r ' e• RAWHIDE ST � 10 l ' i ..1 I •,;l;,.1 �_...---.._..._.i Ili � ;' i JTRAN W Y —r _ L..�_._ �..._._...._...__._..—_._...._�........:......... — 06/03/04 MON 10:13 FAI 1.4065654951 T D & H +w+ SPoItANE r�ooz I� .y > rFaraur:2'T 0hv' cm OF SOZENLAN gyRANT PRESSURE/fLOW REQUEST FORM Date; 4/25/2004 l F,ocanlan bI draat# Btatio l? ssure Pito 1te,9s► o Rasidual J?.res ura Warbler&CWM 1415 110 9$ Cat�ori d�WaSt dN,21th 14A 75 I «j ast>ad By.TD&H �t Pax ft.' $80 4951 Doe By:7eff Schroeder-3iin Sh=O r 14 5 1414 1445 141 1444 144 4 � Y 44 BG 1440 14 t 'd Z081'60 NY�I�Zo9•�a��lla Wdl�,� ti0ot •OS �dV Areas C r. Outlets Areas In Outlets GENERAL Square Square Diameter Area Diameter Area Velocity through circular oritice. Root No. Root ins. ft. sq.in.I sq.ft. ins. ft. sq.in. sq.ft. 408 V :;.9161 60 7.0711 j .042 .106 .0014 15 1.2250 176.7 1.227' - d 1 .083 .785 .00M 16 1,833 201.1 1.900 Where V = velocity in feet per soc 6.0000 61 7.1414 1i AM 1.761 .0128 � = discharge In gal, per min 17 1.417 227.0 1.576 = diameter In'lnches. �6.0828 62 7.2111 167 3.142 .0218 18 1.600 254.5 1.767 Velocity Head at any cross section. 2 .248 4.W9 .0311 000183 Q 2 i 21 .220 b.1N0 .0412 19 1.b83 283,E 1.989 r 6.1644 68 7.2801 20 1.0(i7 814.2 'Litt'.' Vh = L A , �6.2450 64 7.3485 8 .200 7,060 .0191 Where -discharge at section, g. yEr 8; .292 0.021 .06t% 22 1.833 880.1 2.040 o cross section area, an. ft. 333 13.b7 .0878 24 2.000 462 4 iI.14'. Vh Vel. head in lbs. per sq. in �.8246 66 7.4162 41 -8T5 15,00 .1104 28 2.167 630.9 3.687 Water horsepower. 8:4081 66 7.4888 6 417 19.63 .1304 28 2.888 GM8 4376 H. P.= '.00068!P.D. �. Qj �g 23.76 .100 a.00021%PA D. . +6.4807 67 7.6498 6 .000 28.27- 19W 30 2.500 700,9 4.900 Where = dlsebarge to sal. per min. 6j .642 33,18 .2304 32 2.667 804.2 5M � = Pressure head In pounds. 6.6674 68 7.8168 7 M 3&,9 ,2073 84 .833 007.9 6.M D = DensiPressty head in feet. 71 AM ".18 .M% 88 .000 1018. 7.069 D = Dendty(Lrerh water D= 6.8332 69 7.8811 8 I 667 50.21 1401 Temperature 13� I .708 56.76 .3941 88 .167 1134. 7.878 Deg.C.- (de F.-32) �( 66568, 6.7082 80 7.7460 I 40 3.333 1257. 8.727 Deg.F.= ((18 )( deg. C) }- 32 0 .750 68.02 .4418 Capacity of centrifugal pumps (npprox. 9; 792 70.88 .4922 42 .5001385. 9.621 Q .30 dI where d ._ !•char ; 6.7828 61 7.8102 10 M3 78.54 .6464 44 3.W71631. 10.68 diameter in Inches. li67 82 7.8740 and Q="I. Per min. B.B it .917 96.03 .8800 46 3.833 1662. 11.64 Carrying capacity of comparative pipe 1.9282 63 7.937812 1.000 118.1 .7864 48 4.0001810. 12.67 of dissimilar diameters (approximate) 7.0000 64 8.0000 13 1.083 132.7 .9218 60 4.167 1963. 13.64 Q = ds where d diameter. 14 L187 158.9 a discharge. I C' NNNNN M ,+N Q 74 Y �mNN O mm-f m N P W N 1+ OOm�Im A►mN V IN O.p 01m m P�►�► P i►i►W W W W mNN N Nt.,w i+ C H Ola+p,+ �m.lmd. W�..O Oim .►.N Omm W�M�►O .O D. Om Nm OmN�I N mO W m �1mHAm m PO 2 0d bOmOJa N'P W N N O mm Jm N P W NN Omm.1 Nm R M mmm00J J�1�lJ�l �1�1-1.1m mmmmm mmmmm jp kJ N,+•O O dD m�1 m N P W N N O m m.4 m 01 fC N N O m m � ti 0 b �lmmOr N NNW W W W f0 W W N.+N Om mmm W N b o,mm mm mmfllmm mmmmm it n �y� NPW NN O mm.i m W P W NN O mmym mP W NN � A �' O O !I p G o 0 o O m mmmmm mmmmm mmmmm m Mom. S E C G pt N N N O 6` m O m m�l .i 6 6 is P '•O�i n 4 ro p r mNPam N mmN W m-,mN NPmm m N N W m lam, a VI0 01+ O Ommmm mmmmm mmmmm mpppommm met-7.1.1 R 'O M O m m,P WOW O mmym ., 0 .+.•N..,+ .+�N N.. ......N N �•N...N N to Ommm�1 m mP P NOO+Ncoo Rp tl WN � Op• .� hMl - W NNN O O mm mil mmm,PW W � C W Nmmwm m Wmm W m mN mm N P�10 W N� ti u 7' r• ,+ ,+�•1+F.r.. Y F. r, F. F• F•F• Q �i 'ryiW f0`I 2 77 NNNNN N'. .+ 0000 0000O O t ^ u ,� mP W N N O m0-3-t m m Pw of� O mma m m wNNLO °a �°+ 0 ,+NNN.+ .+,.•N,-. N.+ N�•�•r• �• C 4 E W W Of W W W w W W W N N N N N N tJ N N N 66166 NNNOOmm 4m 6'" NNN N N N moow mmw o P0 0-4 M NNCA M NO C r ry v O y 'y. •� iNll PPP P,PPP P P W W W W W W Nw W W N NNN � N N M 'y Omm�1m m�PW NN O mm�1m m P W NN Omm�1m E W N NNN N N C ,n t i►�•iP iP iP�►�P.a a.n iP it,iP �p�►�h!.+W w w w W W m mmmmO�l m Olmm iP iP W W NN 6666 66N366 E J N m m P m W J N m N m m P m N J N m O P m N I ,h a M�� J V Jv ymm W m mmmmm m mmm W V1 mNmN cr t� mP W NN Omm�1m m P W Nam. O mm�lm mP WNN ,.� mmmmm �mmm W W N W NIn N Ntnmm NNNNN p O ti N N N N O 6.m m m -1 N m m W W P W W N mF.mNm N OI..OIN m Om Ow O Pm.►m\ W m W-tN P Water CAD Model Output Scenario: Calibration to Cattail hN-Irant flows Fire Flow Analysis Junction Report _ g,�,�6,e N yo�✓T Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (K) (gpm) Calcula led iydraulic Grad (psi) Opm) (h) J 1 1 a 4,6�4.00 Calibrate Demand 84.00 Fixed 84.00 4,915.45 113.12 J-47 !' 4,655.00 Calibrate Demand 0.00 Fixed 0,00 4,915.62 112.76 J-575 4,671.00 Calibrate Demand 0.00 Fixed 0.00 4,912.78 104.61 J-577 4,680.00 Calibrate Demand 0.00 Fixed 0,00 4,908.62 98.91 J-603 4,665.00 Calibrate Demand 0.00 Fixed 0,00 4,910,31 106.13 J-628 4,716.00 Calibrate Demand 3.84 Fixed 3.84 4,909.09 83.54 J-629 4,712.00 Calibrate Demand 1.19 Fixed 1.19 4,908.68 85.09 J-1049 4,687.00, Calibrate Demand 3.84 Fixed 3.84 4,907.90 95.57 J-1068 4,693.00 Calibrate Demand 1.19 Fixed 1.19 4,906.65 92.44 t J 1069 4,696.00 Calibrate Demand 1,362.00 Fixed 1,362.00 4,906.29 90.98 LBj F v F 1 s r d . 1 V . 1� 11. nq 1�1 Title:Baxter Meadows Project Engineer:Keith Waring J WaterCAD v6.5 6.5120] � \... hase ill modl calibrate phase 6.wcd Thomas,Dean&Hoskins Inc I Page 1 01 1 05/16/06 08:26:43 PM ©Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 4( Scenario: Calibration to Cattail hvrirant flows Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure llt) (gpm) Calculated ydraulic Grad (psi) (gpm) (K) J-1 1 a 4,654.00 Calibrate Demand 84.00 Fixed 84.00 4,911.1 B 1 13.87 J-47 4,655.00 Calibrate Demand 0.00 Fixed 0.00 4,917.32 113.50 J-575 4,671.00 Calibrate Demand 0.00 Fixed 0.00 4,915.07 105.60 i J-577 4,680,00 Calibrate Demand 0.00 Fixed 0.00 4,911.77 100.28 J-603 4,665.00 Calibrate Demand 0.00 Fixed 0.00 4,913,10 107.34 J-628 4,716.00 Calibrate Demand 1,300.88 Fixed 1,300.88 4,908.39 83.24 J-629 4,712.00 Calibrate Demand 1.19 Fixed 1.19 4,908.63 85.07 J-1049 4,687.00 Calibrate Demand 3.84 Fixed 3.84 4,911.21 97.00 J-1068 4,693.00 Calibrate Demand 1.19 Fixed 1.19 4,910.27 94.00 J-1069 4,696,00 Calibrate Demand 0.00 Fixed 0.091 4,909.99 92.58 a B- ti I -s 2y y }Y C b F . t ✓L� 3 f,I Project Engineer: Keith Waring Title:Baxter Meadows )A..Aphase III modl calibrate phase 6.wcd Thomas,Dean&Hoskins Inc WaterCAD v6.5 6.6120j f 05/16/06 08:28:54 PM 0 Haeslad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 Scenario: Calibration to Cattail hi--rant flows Fire Flow Analysis Junction Report ' Lass Yv�'��✓1 Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure F (n) (gpm) Calculated iydraulic Grad• (psi) (gpm) (h) J-11 a 4,654.00 Calibrate Demand 84.00 Fixed 84.00 4,913.67 112.35 J-47 4,655.00 Calibrate Demand 0.00 Fixed 0.00 4,913.87 112.00 R J-575 4,671.00 Calibrate Demand 0.00 Fixed 0.00 4,910.39 103.57 J-577 4,680.00 Calibrate Demand 1,423.00 Fixed 1,423.00 4,900.78 95.52 J-603 4,665.00 Calibrate Demand 0.00 Fixed 0.00 4,907.35 104.85 J-628 4,716,00 Calibrate Demand 3.84 Fixed 3.84 4,909.90 83.89 J-629 4,712.00 Calibrate Demand 1.19 Fixed 1.19 4,909.51 85.45 J-1049 4,687.00 Calibrate Demand 3.84 Fixed 3.84 4,905.31 94.45 ' J-1068 4.693.00 Calibrate Demand 1.19 Fixed 1.19 4,906.88 92.53 l J-1069 4,696.00 Calibrate Demand 0.00 Fixed 0.00 4,907.31 91.43 i'. F., 3 f.- i tj 6 ,v j. Title;Baxter Meadows Project Engineer: Keith Waring ins Inc r1 ]:\...\phase lit modl calibrate ©Haestad Methods,Inc. 37 Brookside Road Watekbury^CT 06708 USA +1-203-755-1666 WaterCAD vPage 516.512 of01j j 05/16/06 08:28:16 PM Scenario: Calibration to Cattail t `rant flows Fire Flow Analysis Junction Report cA7Xn�,✓ ,N �✓.r Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (h] (gpm) Calculated iydraulic Grad (psi) L (gpm) (h) J-11 a 4,654.00 Calibrate Demand 1,537.00 Fixed 1,537,00 4,907.35 109.61 J-47 4,655.00 Calibrate Demand 0.00 Fixed 0.00 4,908.68 109.75 3 J-575 4,671.00 Calibrate Demand 0.00 Fixed 0.00 4,910.29 103.53 J-577 4,680.00 Calibrate Demand 0.00 Fixed 0.00 4,911.33 00. 09 I. J-603 4,665.00 Calibrate Demand 0.00 Fixed 0.00 4,910.87 106.38 J-628 4,716.00 Calibrate Demand 3.84 Fixed 3.84 4,914.01 85.67 a J-629 4,712.00 Calibrate Demand 1.19 Fixed 1.19 4,913.79 87.30 J-1049 4,687.00 Calibrate Demand 3.84 Fixed 3.64 4,911.55 97.15 J-1068 4,693.00 Calibrate Demand 1.19 Fixed 1.19 4,912,31 94.88 J-1069 4,696.00 Calibrate Demand 0.00 Fixed 0.00 4,912.55 93.69 .pp 1° 3 6 i. Zs C i 1f - I( y,f Ij. / 1 1, r � - Et . Project Engineer: Keith Waring Title: Baxter Meadows JA...\phase III modl calibrate phase 6.wcd Thomas,Dean&Hoskins Inc WaterCAD v6.56.5120] 05/16/06 08:27:18 PM 0 Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 Scenario: Calibration to Cattail h, -irant flows Fire Flow Analysis Junction Report G A r7.4- s Label Elevation Zone Type Base Flow Pattern DemaHlydraG ted Pressure (tt) (gprn) CalculaGrad (psi) (gpmJ-1la 4,654.00 Calibrate Demand 64.00 Fixed 83.22 112.15 J-47 4,655.00 Calibrate Demand 0.00 Fixed3.43 111.81 J-575 4,671,00 Calibrate Demand 0.00 Fixed 9.77 103.30 J-577 4,680.00 Calibrate Demand 0.00 Fixed 07.35 98.37 It J-603 4,665.00 Calibrate Demand 1,384.00 Fixed 1,384.00 4,906.57 104,52 J-628 4,716.00 Calibrate Demand 3.84 Fixed 3.84 4,911.40 84.54 f 4,712.00 Calibrate Demand 1.19 Fixed 1.19 4,911.07 86.13 J-629 x J-1049 4,687.00 Calibrate Demand 3.84 Fixed 3.84 4,907.72 95.49 J-1066 4,693.00 Calibrate Demand 1.19 Fixed 1.19 4,908.86 93.39 J-1069 4,696.00 Calibrate Demand 0.00 Fixed 1 0.00 4,909.22 92.25 R t . x C 1f: 'j xi tt: Title: Baxter Meadows Project Engineer:Keith Waring j:\...\phase Ill modl calibrate phase 6.wcd Thomas,Dean&Hoskins Inc WaterCAD v6.5(6.51201 05/16/06 08:27:45 PM ©Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 Scenario: Calibration to Cattail r '-ant flows Fire Flow Analysis Junction Report 5T,+*Tl C Label Elevation Zone Type Base Flow Pattern Demand Calculated Pressure (tt) (gpm) Calculated -lydraulic Grad (psi) (gpm) N J-11 a 4,654.00 Calibrate Demand 84.00 Fixed 84.00 4,939.03 123.32 J-47 41655,00 Calibrate Demand 0.00 Fixed 0.00 4,939.04 122.89 J-575 4,671,00 Calibrate Demand 0.00 Fixed 0.00 4,939.04 115.97 J-577 4,680.00 Calibrate Demand 0.00 Fixed 0.00 4,939.06 112.08 J-603 4,666.00 Calibrate Demand 0.00 Fixed 0.00 4,939.05 118.57 J_82B 4,716.00 Calibrate Demand 1.19 Fixed 1.19 4,939.43 96.67 t J 629 4,712.00 Calibrate Demand 1.19 Fixed 1.19 4,939.40 98.38 J-1049 4,687.00 Calibrate Demand 3.84 Fixed 3.84 4,939.07 109.06 J-1068 4,693.00 Calibrate Demand 1.19 Fixed 1.19 4,939.17 106.51 J 1069 4,696.00 Calibrate Demand 0.00 Fixed 0.00 4,939.21 105.23 C C g° }r t+ t it I � his Title:Baxter Meadows Project Engineer: Keith Waring j:\...\phase III modl calibrate phase 6.wcd Thomas,Dean&Hoskins Inc WaterCAD v6.5(6.51201 05/16/06 08:29:40 PM ©Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 Scenario: Calibration to Cattail hyurant flows Fire Flow Analysis Ju ction Report Label Elevation Zone Type Base Flow Pattern Calculated Demand Pressure (ft) (gpm) Hydraulic Grade (Calculated) (psi) (ft) (gpm) J-1 b 4,644.00 Cattail Demand 0.00 Fixed 4,931.69 0.00 124.47 J-2a 4,640.20 Cattail Demand 0.00 Fixed 4,931.69 0.00 126.11 J-3a 4,669.00 Cattail Demand 0.00 Fixed 4,932.97 0.00 114.21 J-3b 4,641.00 Cattail Demand 0.00 Fixed 4,931.68 0.00 125.77 J-4 4,702.50 Zone-1 Demand 110.00 Fixed 4,967.15 110.00 114.50 J-4a 4,640.50 Cattail Demand 0.00 Fixed 4,931.67 0.00 125.98 J-5 4,641.00 Cattail Demand 0.00 Fixed 4,931.64 0.00 125.75 J-6a 4,641.00 Cattail Demand 0.00 Fixed 4,931.66 0.00 125.76 J-6aa 4,641.00 Cattail Demand 81.00 Fixed 4,932.43 81.00 126.09 J-7 4,639.00 Cattail Demand 0.00 Fixed 4,931.72 0.00 126.65 J-7a 4,639.00 Cattail Demand 0.00 Fixed 4,931.93 0.00 126.74 J-8 4,639.00 Cattail Demand 0.00 Fixed 4,931.72 0.00 126.65 J-9 4,645.50 Cattail Demand 0.00 Fixed 4,931.63 0.00 123.80 J-10a 4,645.50 Cattail Demand 0.00 Fixed 4,931.63 0.00 123.80 J-10aa 4,653.00 Cattail Demand 0.00 Fixed 4,931.94 0.00 120.69 J-11 4,645.70 Cattail Demand 0.00 Fixed 4,931.63 0.00 123.71 J-11 a 4,654.00 Calibrate Demand 84.00 Fixed 4,929.76 84.00 119.31 J-12 4,653.00 Cattail Demand 0.00 Fixed 4,931.92 0.00 120.67 J-12a 4,655.00 Cattail Demand 0.00 Fixed 4,931.69 0.00 119.71 J-13 4,646.00 Cattail Demand 0.00 Fixed 4,931.08 0.00 123.34 J-13a 4,655.00 Cattail Demand 0.00 Fixed 4,931.92 0.00 119.81 J-14 4,646.00 Cattail Demand 0.00 Fixed 4,931.08 0.00 123.34 J-14a 4,655.00 Cattail Demand 0.00 Fixed 4,932.00 0.00 119.84 J-15 4,646.30 Cattail Demand 0.00 Fixed 4,931.04 0.00 123.19 J-15a 4,651.00 Cattail Demand 0.00 Fixed 4,932.10 0.00 121.62 J-16 4,652.00 Cattail Demand 1,453.00 Fixed 4,929.13 1,453.00 119.90 J-16a 4,667.00 Cattail Demand 0.00 Fixed 4,932.21 0.00 114.75 J-17 4,641.70 Cattail Demand 0.00 Fixed 4,931.55 0.00 125.40 J-17a 4,671.00 Cattail Demand 0.00 Fixed 4,932.34 0.00 113.07 J-18 4,641.70 Cattail Demand 0.00 Fixed 4,931.55 0.00 125.40 J-18a 4,676.00 Cattail Demand 0.00 Fixed 4,932.54 0.00 110.99 J-19 4,642.00 Cattail Demand 0.00 Fixed 4,931.67 0.00 125.33 J-20a 4,642.00 Cattail Demand 0.00 Fixed 4,931.67 0.00 125.33 J-21 4,650.00 Cattail Demand 0.00 Fixed 4,931.69 0.00 121.87 J-22 4,650.00 Cattail Demand 0.00 Fixed 4,931.69 0.00 121.87 J-22a 4,676.00 Cattail Demand 0.00 Fixed 4,932.46 0.00 110.96 J-23 4,650.00 Cattail Demand 7.41 Fixed 4,931.69 7.41 121.87 J-23a 4,671.00 Cattail Demand 0.00 Fixed 4,932.40 0.00 113.10 J-24 4,652.70 Cattail Demand 0.00 Fixed 4,931.69 0.00 120.71 J-24a 4,664.00 Cattail Demand 120.00 Fixed 4,932.36 120.00 116.11 J-25a 4,668.00 Cattail Demand 0.00 Fixed 4,932.57 0.00 114.47 J-26 4,652.70 Cattail Demand 0.00 Fixed 4,931.69 0.00 120.71 J-27 4,652.70 Cattail Demand 0.00 Fixed 4,931.69 0.00 120.71 J-28 4,651.50 Cattail Demand 0.00 Fixed 4,931.71 0.00 121.23 J-28a 4,668.00 Cattail Demand 6.00 Fixed 4,932.32 6.00 114.36 J-29 4,651.00 Cattail Demand 0.00 Fixed 4,931.71 0.00 121.45 J-29a 4,664.00 Cattail Demand 9.00 Fixed 4,932.20 9.00 116.04 J-30a 4,651.00 Cattail Demand 0.00 Fixed 4,931.71 0.00 121.45 J-30aa 4,660.00 Cattail Demand 0.00 Fixed 4,932.02 0.00 117.69 J-31 4,642.00 Cattail Demand 0.00 Fixed 4,931.69 0.00 125.33 J-31 a 4,642.00 Cattail Demand 0.00 Fixed 4,932.38 0.00 125.64 J-32 4,642.001 Cattail Demand 0.00 Fixed 4,931.69 0.00 125.33 Title:Baxter Meadows Project Engineer:Keith Waring j:\...\2a2bph3andcattail calibration modl.wcd Thomas,Dean&Hoskins Inc WaterCAD v6.5[6.5120] 03/05/07 10:31:23 AM ©Haestad Methods, Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 4 I ,scenario: Calibration to Cattail hyu,ant flows Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Calculated Demand Pressure (ft) (gpm) Hydraulic Grade (Calculated) (psi) (ft) (gpm) J-32a 4,660.00 Cattail Demand 0.00 Fixed 4,932.02 0.00 117.69 J-33 4,649.30 Cattail Demand 0.00 Fixed 4,931.77 0.00 122.21 J-34 4,649.00 Cattail Demand 0.00 Fixed 4,931.77 0.00 122.34 J-35 4,649.00 Cattail Demand 0.00 Fixed 4,931.77 0.00 122.34 J-36 4,641.00 Cattail Demand 0.00 Fixed 4,931.70 0.00 125.77 J-37 4,641.00 Cattail Demand 0.00 Fixed 4,931.70 0.00 125.77 J-39 4,651.50 Cattail Demand 0.00 Fixed 4,931.87 0.00 121.30 J-40a 4,651.50 Cattail Demand 0.00 Fixed 4,931.88 0.00 121.31 J-41 4,651.50 Cattail Demand 0.00 Fixed 4,931.88 0.00 121.31 J-42 4,654.00 Cattail Demand 0.00 Fixed 4,931.96 0.00 120.26 J-43 4,655.00 Cattail Demand 0.00 Fixed 4,931.69 0.00 119.71 J-44 4,641.00 Cattail Demand 0.00 Fixed 4,931.66 0.00 125.75 J-45 4,641.00 Cattail Demand 0.00 Fixed 4,931.66 0.00 125.75 J-46 4,665.00 Cattail Demand 0.00 Fixed 4,932.00 0.00 115.52 J-47 4,655.00 Calibrate Demand 0.00 Fixed 4,930.86 0.00 119.35 J-160 4,700.70 Zone-1 Demand 149.20 Pattern 4,959.18 149.20 111.83 J-180 4,698.06 Zone-1 Demand 149.17 Pattern 4,954.31 149.17 110.87 J-190 4,688.73 Zone-1 Demand 149.17 Pattern 4,950.01 149.17 113.04 J-200 4,672.74 Zone-1 Demand 149.17 Pattern 4,944.11 149.17 117.41 J-210 4,655.40 Zone-1 Demand 149.17 Pattern 4,938.73 149.17 122.58 J-220 4,652.87 Zone-1 Demand 149.17 Pattern 4,936.40 149.17 122.67 J-230 4,642.87 Zone-1 Demand 185.00 Pattern 4,933.39 185.00 125.69 J-240 4,641.87 Zone-1 Demand 174.90 Pattern 4,932.55 174.90 125.76 J-250 4,648.87 Zone-1 Demand 0.00 Pattern 4,931.95 0.00 122.48 J-251 4,656.87 Zone-1 Demand 135.00 Pattern 4,931.65 135.00 118.88 J-260 4,647.97 Zone-1 Demand 0.00 Pattern 4,932.00 0.00 122.89 J-261 4,654.87 Zone-1 Demand 135.00 Pattern 4,931.69 135.00 119.77 J-265 4,648.37 Zone-1 Demand 130.00 Pattern 4,932.16 130.00 122.78 J-270 4,654.37 Zone-1 Demand 120.00 Pattern 4,932.16 120.00 120.19 J-271 4,654.87 Zone-1 Demand 145.00 Pattern 4,930.75 145.00 119.36 J-272 4,651.87 Zone-1 Demand 125.00 Pattern 4,930.64 125.00 120.61 J-273 4,656.87 Zone-1 Demand 135.00 Pattern 4,930.53 135.00 118.40 J-280 4,665.37 Zone-1 Demand 80.00 Pattern 4,933.13 80.00 115.85 J-285 4,671.87 Zone-1 Demand 80.00 Pattern 4,933.97 80.00 113.40 J-290 4,685.37 Zone-1 Demand 80.00 Pattern 4,946.02 80.00 112.77 J-300 4,696.37 Zone-1 Demand 80.00 Pattern 4,955.86 80.00 112.27 J-320 4,700.87 1 Demand 0.00 Pattern 4,976.50 0.00 119.25 J-325 4,707.87 Zone-1 Demand 105.00 Pattern 4,963.11 105.00 110.43 J-330 4,708.00 Zone-1 Demand 34.30 Pattern 4,971.97 34.30 114.21 J-340 4,712.00 Zone-1 Demand 2.50 Pattern 4,968.00 2.50 110.76 J-350 4,727.60 1 Demand 0.00 Pattern 4,961.26 0.00 101.09 J-569 4,690.00 BM-2A Demand 0.00 Fixed 4,937.97 0.00 107.28 J-570 4,689.00 Zone-1 Demand 105.00 Fixed 0.00 0.00 -2,028.71 J-571 4,687.50 BM-2B Demand 0.00 Fixed 0.00 0.00 -2,028.06 J-572 4,691.00 BM-2B Demand 0.00 Fixed 0.00 0.00 -2,029.57 J-573 4,686.00 BM-213 Demand 0.00 Fixed 0.00 0.00 -2,027.41 J-574 4,700.00 BM-213 Demand 0.00 Fixed 0.00 0.00 -2,033.47 J-575 4,671.00 Calibrate Demand 0.00 Fixed 4,933.84 0.00 113.72 J-576 4,700.00 BM-2B Demand 0.00 Fixed 0.00 0.00 -2,033.47 J-577 4,680.00 Calibrate Demand 0.00 Fixed 4,936.86 0.00 111.13 J-578 4,678.00 BM-3 Demand 0.00 Fixed 4,936.03 0.00 111.64 J-579 4,686.00 BM-3 Demand 0.00 Fixed 0.00 0.00 -2,027.41 Title: Baxter Meadows Project Engineer:Keith Waring j:\...\2a2bph3andcattail calibration modl.wcd Thomas,Dean&Hoskins Inc WaterCAD v6.5[6.5120] 03/05/07 10:31:23 AM ©Haestad Methods, Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 2 of 4 Scenario: Calibration to Cattail hyurant flows Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Calculated Demand Pressure (ft) (gpm) Hydraulic Grade (Calculated) (psi) (ft) (gpm) J-580 4,689.50 BM-3 Demand 0.00 Fixed 0.00 0.00 -2,028.92 J-581 4,689.00 BM-3 Demand 0.00 Fixed 0.00 0.00 -2,028.71 J-582 4,689.60 BM-3 Demand 0.00 Fixed 0.00 0.00 -2,028.97 J-583 4,685.50 BM-3 Demand 0.00 Fixed 0.00 0.00 -2,027.19 J-584 4,694.50 BM-3 Demand 0.00 Fixed 0.00 0.00 -2,031.09 J-585 4,694.30 BM-3 Demand 0.00 Fixed 0.00 0.00 -2,031.00 J-586 4,691.90 BM-3 Demand 0.00 Fixed 0.00 0.00 -2,029.96 J-587 4,683.00 BM-3 Demand 0.00 Fixed 0.00 0.00 -2,026.11 J-588 4,694.30 BM-3 Demand 0.00 Fixed 0.00 0.00 -2,031.00 J-589 4,696.00 BM-3 Demand 0.00 Fixed 0.00 0.00 -2,031.74 J-590 4,680.70 BM-3 Demand 0.00 Fixed 0.00 0.00 -2,025.12 J-591 4,678.00 BM-3 Demand 0.00 Fixed 0.00 0.00 -2,023.95 J-592 4,680.00 BM-3 Demand 0.00 Fixed 0.00 0.00 -2,024.81 J-593 4,695.00 BM-3 Demand 0.00 Fixed 0.00 0.00 -2,031.30 J-594 4,696.00 BM-3 Demand 0.00 Fixed 0.00 0.00 -2,031.74 J-595 4,695.00 BM-3 Demand 0.00 Fixed 0.00 0.00 -2,031.30 J-596 4,687.30 BM-3 Demand 0.00 Fixed 4,936.02 0.00 107.61 J-597 4,695.00 BM-3 Demand 0.00 Fixed 4,937.70 0.00 105.00 J-598 4,700.00 Zone-1 Demand 5.00 Fixed 4,932.38 5.00 100.54 J-599 4,676.00 Cattail Demand 0.00 Fixed 4,933.80 0.00 111.54 J-600 4,686.00 BM-phase 1 Demand 3.84 Fixed 4,937.56 3.84 108.84 J-601 4,700.00 Zone-1 Demand 0.00 Fixed 4,932.40 0.00 100.55 J-602 4,663.00 Zone-1 Demand 106.19 Fixed 4,933.27 106.19 116.93 J-603 4,665.00 Calibrate Demand 0.00 Fixed 4,935.55 0.00 117.06 J-604 4,691.00 BM-phase 1 Demand 3.84 Fixed 4,937.73 3.84 106.75 J-605 4,687.00 BM-2c&d Demand 0.00 Fixed 4,937.62 0.00 108.43 J-606 4,690.00 BM-phase 1 Demand 3.84 Fixed 4,937.71 3.84 107.17 J-607 4,685.00 BM-2c&d Demand 0.00 Fixed 4,937.67 0.00 109.32 J-608 4,687.00 BM-phase 1 Demand 3.84 Fixed 4,937.62 3.84 108.43 J-609 4,633.00 Cattail Demand 0.00 Fixed 4,931.85 0.00 129.30 J-610 4,700.00 Zone-1 Demand 105.00 Fixed 0.00 0.00 -2,033.47 J-611 4,668.00 BM-phase 1 Demand 3.84 Fixed 4,936.04 3.84 115.97 J-612 4,690.00 BM-2c&d Demand 0.00 Fixed 4,937.72 0.00 107.18 J-613 4,695.41 BM-2A Demand 10.59 Fixed 4,938.89 10.59 105.34 J-614 4,694.00 BM-2A Demand 0.00 Fixed 4,938.52 0.00 105.79 J-615 4,694.88 BM-2A Demand 0.00 Fixed 4,938.89 0.00 105.57 J-616 4,690.00 BM-213 Demand 0.00 Fixed 0.00 0.00 -2,029.14 J-617 4,690.00 BM-213 Demand 0.00 Fixed 0.00 0.00 -2,029.14 J-618 4,700.00 no fire Demand 80.00 Fixed 0.00 0.00 -2,033.47 J-619 4,700.00 no fire Demand 80.00 Fixed 0.00 0.00 -2,033.47 J-620 4,677.00 BM-phase 1 Demand 3.84 Fixed 4,936.02 3.84 112.07 J-622 4,690.00 Zone-1 Demand 105.00 Fixed 4,937.58 105.00 107.12 J-623 4,686.00 BM-3 Demand 0.00 Fixed 4,936.02 0.00 108.17 J-624 4,685.00 BM-phase 1 Demand 0.00 Fixed 4,936.02 0.00 108.60 J-625 4,678.00 BM-phase 1 Demand 1.19 Fixed 4,936.02 1.19 111.63 J-626 4,675.00 BM-phase 1 Demand 3.84 Fixed 4,936.03 3.84 112.93 J-627 4,692.00 BM-phase 1 Demand 3.84 Fixed 4,938.09 3.84 106.47 J-628 4,716.00 Calibrate Demand 1.19 Fixed 4,945.36 1.19 99.23 J-629 4,712.00 Calibrate Demand 1.19 Fixed 4,944.69 1.19 100.67 J-630 4,708.00 BM-1 Demand 1.19 Fixed 4,944.02 1.19 102.12 J-631 4,727.00 BM-1 Demand 1.19 Fixed 4,947.94 1.19 95.59 J-632 4,700.00 Zone-1 Demand 425.00 Fixed 4,930.94 425.00 99.92 Title: Baxter Meadows Project Engineer: Keith Waring j:\...\2a2bph3andcattail calibration modl.wcd Thomas,Dean&Hoskins Inc WaterCAD v6.5[6.5120] 03/05/07 10:31:23 AM O Haestad Methods, Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 3 of 4 Scenario: Calibration to Cattail hyurant flows Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Calculated Demand Pressure (ft) (gpm) Hydraulic Grade (Calculated) (psi) (ft) (gpm) J-633 4,700.00 Zone-1 Demand 705.00 Fixed 4,951.63 705.00 108.87 J-634 4,700.00 1 Demand 25.00 Fixed 4,958.18 25.00 111.70 J-635 4,700.00 Zone-1 Demand 0.00 Fixed 4,576.36 0.00 -53.49 J-636 4,691.00 BM-2c&d Demand 0.00 Fixed 4,937.58 0.00 106.68 J-700 4,714.00 BM-1 Demand 25.00 Fixed 4,950.82 25.00 102.46 J-1004 4,669.00 BM-phase 1 Demand 3.84 Fixed 4,936.06 3.84 115.54 J-1011 4,681.00 BM-2c&d Demand 0.00 Fixed 4,936.69 0.00 110.63 J-1027 4,675.00 BM-phase 1 Demand 3.84 Fixed 4,936.03 3.84 112.93 J-1028 4,677.00 BM-phase 1 Demand 3.84 Fixed 4,936.02 3.84 112.07 J-1030 4,685.00 BM-2c&d Demand 0.00 Fixed 4,937.12 0.00 109.08 J-1041 4,678.00 BM-phase 1 Demand 3.84 Fixed 4,936.02 3.84 111.63 J-1042 4,685.00 BM-phase 1 Demand 3.84 Fixed 4,936.02 3.84 108.60 J-1049 4,687.00 Calibrate Demand 3.84 Fixed 4,937.45 3.84 108.36 J-1050 4,687.00 BM-2c&d Demand 0.00 Fixed 4,937.48 0.00 108.37 J-1051 4,692.00 BM-2c&d Demand 0.00 Fixed 4,937.59 0.00 106.25 J-1052 4,687.00 BM-2c&d Demand 0.00 Fixed 4,937.74 0.00 108.48 J-1058 4,687.00 Zone-1 Demand 108.84 Fixed 4,937.48 108.84 108.37 J-1059 4,685.00 BM-phase 1 Demand 3.84 Fixed 4,937.65 3.84 109.31 J-1061 4,692.00 BM-phase 1 Demand 3.84 Fixed 4,937.80 3.84 106.35 J-1062 4,687.00 BM-1 Demand 3.84 Fixed 4,937.70 3.84 108.46 J-1063 4,685.00 BM-phase 1 Demand 3.84 Fixed 4,937.72 3.84 109.34 J-1066 4,692.00 BM-2A Demand 0.00 Fixed 4,938.58 0.00 106.68 J-1067 4,702.00 BM-2A Demand 0.00 Fixed 4,939.20 0.00 102.63 J-1068 4,693.00 Calibrate Demand 1.19 Fixed 4,940.07 1.19 106.90 J-1069 4,696.00 Calibrate Demand 0.00 Fixed 4,940.84 0.00 105.93 J-1070 4,697.00 BM-1 Demand 1.19 Fixed 4,941.89 1.19 105.95 J-1075 4,702.00 BM-1 Demand 1.19 Fixed 4,942.94 1.19 104.24 J-1093 1 4,677.00 BM-phase 1 IDemand 1 3.841 Fixed 1 4,936.021 3.841 112.07 Title: Baxter Meadows Project Engineer: Keith Waring j:\...\2a2bph3andcattail calibration modl.wcd Thomas,Dean&Hoskins Inc WaterCAD v6.5[6.5120] 03/05/07 10:31:23 AM ©Haestad Methods, Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 4 of 4 scenario: Calibration to Cattail hyurant flows Fire Flow Analysis Pipe Report Label Length Diameter Material Hazen- Check Minor Control Discharg Jpstream Structur ownstream Structur ressur Headloss (ft) (in) William Valve? Loss Status (gpm) Hydraulic Grade Hydraulic Grade Pipe Gradient C oefficien (ft) (ft) Headlos (ft/1000ft) (ft) P-1 605.00 8 Ductile Ira 130.0 false 0.00 Open -138.71 4,931.63 4,931.92 0.29 0.47 P-2 540.10 8 Ductile Ira 130.0 false 0.00 Open -411.53 4,929.13 4,931.04 1.91 3.53 P-3a 46.00 8 Ductile Ira 130.0 false 0.00 Open 190.40 4,931.08 4,931.04 0.04 0.85 P-4a 654.50 8 Ductile Ira 130.0 false 0.00 Open -190.41 4,931.08 4,931.63 0.55 0.85 P-5a 24.30 8 Ductile Ira 130.0 false 0.00 Open -51.70 4,931.63 4,931.63 0.00 0.08 P-6a 433.60 8 Ductile Ira 130.0 false 0.00 Open -51.71 4,931.63 4,931.66 0.03 0.08 P-6aa 840.60 12 Ductile Ira 130.0 false 0.00 Open 454.97 4,932.43 4,931.93 0.50 0.59 P-7a 116.50 8 Ductile Ira 130.0 false 0.00 Open 139.70 4,931.72 4,931.66 0.06 0.48 P-8a 15.90 8 Ductile Ira 130.0 false 0.00 Open 0.00 4,931.72 4,931.72 0.00 0.00 P-9a 323.90 12 Ductile Ira 130.0 false 0.00 Open 88.00 4,931.66 4,931.66 0.01 0.03 P-10a 475.70 12 Ductile Ira 130.0 false 0.00 Open 87.99 4,931.66 4,931.64 0.01 0.03 P-11a 488.70 12 Ductile Ira 130.0 false 0.00 Open -133.14 4,931.64 4,931.67 0.03 0.06 P-1 laa 705.30 8 Ductile Ira 130.0 false 0.00 Open -358.22 4,929.76 4,931.69 1.92 2.73 P-12a 323.50 12 Ductile Ira 130.0 false 0.00 Open -103.64 4,931.67 4,931.68 0.01 0.04 P-12aa 300.00 8 Ductile Ira 130.0 false 0.00 Open -183.18 4,931.69 4,931.92 0.24 0.79 P-13a 300.00 8 Ductile Ira 130.0 false 0.00 Open -97.02 4,931.92 4,932.00 0.07 0.24 P-13b 320.00 12 Ductile Ira 130.0 false 0.00 Open -66.91 4,931.68 4,931.69 0.01 0.02 P-14 016.70 12 Ductile Ira 130.0 false 0.39 Open 1,983.02 4,976.50 4,967.15 9.35 9.20 P-14a 510.10 12 Ductile Ira 130.0 false 0.00 Open -248.96 4,932.00 4,932.10 0.10 0.19 P-14b 280.50 12 Ductile Ira 130.0 false 0.00 Open 0.00 4,931.69 4,931.69 0.00 0.00 P-15 962.30 12 Ductile Ira 130.0 false 0.39 Open 1,873.02 4,967.15 4,959.18 7.97 8.28 P-15a 31.40 8 Ductile Ira 130.0 false 0.00 Open -0.00 4,931.70 4,931.70 0.00 0.00 P-15aa 330.10 12 Ductile Ira 130.0 false 0.00 Open -346.37 4,932.10 4,932.21 0.12 0.36 P-16a 85.90 8 Ductile Ira 130.0 false 0.00 Open 66.91 4,931.70 4,931.69 0.01 0.13 P-16aa 300.00 12 Ductile Ira 130.0 false 0.00 Open -373.92 4,932.21 4,932.34 0.12 0.41 P-17 568.10 8 Ductile Ira 130.0 false 0.00 Open -66.92 4,931.70 4,931.77 0.07 0.12 P-17a 449.20 12 Ductile Ira 130.0 false 0.00 Open -398.96 4,932.34 4,932.54 0.21 0.46 P-18 14.10 8 Ductile Ira 130.0 false 0.00 Open 0.00 4,931.77 4,931.77 0.00 0.00 P-19 900.00 12 Ductile Ira 130.0 false 0.00 Open -531.19 4,933.27 4,933.97 0.71 0.79 P-19a 24.00 8 Ductile Ira 130.0 false 0.00 Open -66.92 4,931.77 4,931.77 0.00 0.12 P-20a 174.10 8 Ductile Ira 130.0 false 0.00 Open -151.94 4,931.77 4,931.87 0.10 0.56 P-22 300.30 12 Ductile Ira 130.0 false 0.00 Open 244.61 4,932.46 4,932.40 0.06 0.19 P-23 138.40 8 Ductile Ira 130.0 false 0.00 Open -151.94 4,931.88 4,931.96 0.08 0.56 P-23a 806.30 12 Ductile Ira 130.0 false 0.00 Open 129.77 4,932.40 4,932.36 0.05 0.06 P-24 14.90 8 Ductile Ira 130.0 false 0.00 Open 0.00 4,931.88 4,931.88 0.00 0.00 P-24a 350.50 8 Ductile Ira 130.0 false 0.00 Open -157.66 4,932.36 4,932.57 0.21 0.60 P-25 319.90 8 Ductile Ira 130.0 false 0.00 Open 85.01 4,931.77 4,931.71 0.06 0.19 P-26 24.10 8 Ductile Ira 130.0 false 0.00 Open 36.73 4,931.71 4,931.71 0.00 0.04 P-26a 668.80 8 Ductile Ira 130.0 false 0.00 Open 157.66 4,932.97 4,932.57 0.40 0.60 P-27 14.00 8 Ductile Ira 130.0 false 0.00 Open 0.00 4,931.71 4,931.71 0.00 0.00 P-28 570.60 8 Ductile Ira 130.0 false 0.00 Open 36.73 4,931.71 4,931.69 0.02 0.04 P-29 14.10 8 Ductile Ira 130.0 false 0.00 Open 0.00 4,931.69 4,931.69 0.00 0.00 P-29a 229.20 12 Ductile Ira 130.0 false 0.00 Open 193.90 4,932.38 4,932.36 0.03 0.12 P-30a 85.80 8 Ductile Ira 130.0 false 0.00 Open 36.73 4,931.69 4,931.68 0.00 0.04 P-30aa 935.30 8 Ductile Ira 130.0 false 0.00 Open 361.33 4,932.36 4,929.76 2.59 2.77 P-31 85.90 8 Ductile Ira 130.0 false 0.00 Open -29.50 4,931.67 4,931.67 0.00 0.03 P-31a 339.40 12 Ductile Ira 130.0 false 0.00 Open 193.90 4,932.43 4,932.38 0.04 0.12 P-32 17.70 8 Ductile Ira 130.0 false 0.00 Open 0.00 4,931.67 4,931.67 0.00 0.00 P-32a 237.70 8 Ductile Ira 130.0 false 0.00 Open 114.84 4,932.40 4,932.32 0.08 0.33 P-33 573.90 8 Ductile Ira 130.0 false 0.00 Open -29.50 4,931.67 4,931.69 0.02 0.03 P-33a 281.40 8 Ductile Irol 130.0 false 0.00 Open 133.881 4,932.321 4,932.20 0.12 0.44 Title: Baxter Meadows Project Engineer: Keith Waring j:\...\2a2bph3andcattail calibration modl.wcd Thomas,Dean&Hoskins Inc WaterCAD v6.5[6.5120] 03/05/07 10:38:55 AM ©Haestad Methods, Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 5 ,,cenario: Calibration to Cattail hyu,ant flows Fire Flow Analysis Pipe Report Label Length Diameter Material Hazen- Check Minor ControlDischarg pstream Structur ownstrearn Structur Pressure Headloss (ft) (in) William Valve? Loss Status (gpm) Hydraulic Grade Hydraulic Grade Pipe Gradient C Coefficieni (ft) (ft) Headlos (ft/1000ft) (ft) P-34 15.10 8 Ductile Iro 130.0 false 0.00 Open 0.00 4,931.69 4,931.69 0.00 0.00 P-34a 318.10 8 Ductile Iro 130.0 false 0.00 Open 152.43 4,932.20 4,932.02 0.18 0.56 P-35 24.00 8 Ductile Iro 130.0 false 0.00 Open -29.50 4,931.69 4,931.69 0.00 0.02 P-35a 522.20 8 Ductile Iro 130.0 false 0.00 Open 163.68 4,932.02 4,931.69 0.33 0.64 P-36 168.50 8 Ductile Iro 130.0 false 0.00 Open 11.37 4,931.69 4,931.69 0.00 0.00 P-36a 507.50 8 Ductile Iro 130.0 false 0.00 Open -86.16 4,931.92 4,932.02 0.10 0.19 P-37 284.80 8 Ductile Iro 130.0 false 0.00 Open 11.25 4,932.02 4,932.02 0.00 0.00 P-38 295.80 8 Ductile Iro 130.0 false 0.00 Open -97.41 4,932.02 4,932.10 0.07 0.24 P-39 34.70 8 Ductile Iro 130.0 false 0.00 Open 0.00 4,931.69 4,931.69 0.00 0.00 P-39a 540.30 8 Ductile Iro 130.0 false 0.00 Open 27.54 4,932.21 4,932.20 0.01 0.02 P-40a 181.80 8 Ductile Iro 130.0 false 0.00 Open 11.36 4,931.69 4,931.69 0.00 0.01 P-41 320.30 8 Ductile Iro 130.0 false 0.00 Open -48.28 4,931.69 4,931.71 0.02 0.07 P-42 85.90 8 Ductile Iro 130.0 false 0.00 Open 221.13 4,931.64 4,931.55 0.10 1.11 P-43 15.20 8 Ductile Iro 130.0 false 0.00 Open 0.00 4,931.55 4,931.55 0.00 0.00 P-43a 451.20 12 Ductile Iro 130.0 false 0.00 Open 244.61 4,932.54 4,932.46 0.08 0.19 P-44 456.00 8 Ductile Iro 130.0 false 0.00 Open 221.13 4,931.55 4,931.04 0.51 1.12 P-44a 381.20 12 Ductile Iro 130.0 false 0.00 Open 729.87 4,932.97 4,932.43 0.54 1.41 P-45 14.00 8 Ductile Iro 130.0 false 0.00 Open 0.00 4,931.08 4,931.08 0.00 0.00 P-45a 454.20 12 Ductile Iro 130.0 false 0.00 Open -89.65 4,931.93 4,931.94 0.01 0.03 P-46 16.30 8 Ductile Iro 130.0 false 0.00 Open -0.00 4,931.63 4,931.63 0.00 0.00 P-47 13.70 8 Ductile Iro 130.0 false 0.00 Open 0.00 4,931.66 4,931.66 0.00 0.00 P-52 75.50 8 Ductile Iro 130.0 false 0.00 Open -151.94 4,931.96 4,932.00 0.04 0.56 P-53 16.00 8 Ductile Iro 130.0 false 0.00 Open 151.94 4,931.88 4,931.87 0.01 0.58 P-54 21.30 8 Ductile Iro 130.0 false 0.00 Open -11.37 4,931.69 4,931.69 0.00 0.00 P-58 41.50 8 Ductile Iro 130.0 false 0.00 Open 11.36 4,931.69 4,931.69 0.00 0.00 P-59 32.10 8 Ductile Iro 130.0 false 0.00 Open •1,041.47 4,929.13 4,929.76 0.63 19.68 P-60a 33.30 8 Ductile Iro 130.0 false 0.00 Open -138.71 4,931.92 4,931.93 0.02 0.47 P-61 248.00 12 Ductile Iro 130.0 false 0.00 Open 0.00 4,932.00 4,932.00 0.00 0.00 P-62 310.20 8 Ductile Iro 130.0 false 0.00 Open 405.91 4,931.93 4,930.86 1.07 3.44 P-63 319.80 8 Ductile Iro 130.0 false 0.00 Open 405.91 4,930.86 4,929.76 1.10 3.44 P-180 702.00 12 Ductile Iro 130.0 false 0.00 Open 1,723.82 4,959.18 4,954.31 4.88 6.95 P-190 720.00 12 Ductile Iro 130.0 false 0.20 Open 1,574.65 4,954.31 4,950.01 4.29 5.96 P-200 .186.00 12 Ductile Iro 130.0 false 0.40 Open 1,425.48 4,950.01 4,944.11 5.90 4.97 P-210 .333.00 12 Ductile Iro 130.0 false 0.40 Open 1,276.31 4,944.11 4,938.73 5.39 4.04 P-220 735.00 12 Ductile Iro 130.0 false 0.00 Open 1,127.14 4,938.73 4,936.40 2.33 3.16 P-230 .195.00 12 Ductile Iro 130.0 false 0.90 Open 977.97 4,936.40 4,933.39 3.01 2.52 P-240 458.00 12 Ductile Iro 130.0 false 1.00 Open 792.97 4,933.39 4,932.55 0.83 1.82 P-250 307.00 12 Ductile Iro 130.0 false 0.20 Open 224.65 4,932.00 4,931.95 0.05 0.16 P-251 655.00 8 Ductile Iro 130.0 false 1.00 Open 135.00 4,931.95 4,931.65 0.30 0.47 P-260 400.00 12 Ductile Iro 130.0 false 0.20 Open 359.65 4,932.16 4,932.00 0.16 0.39 P-261 657.00 8 Ductile Iro 130.0 false 1.40 Open 135.00 4,932.00 4,931.69 0.31 0.47 P-265 624.00 12 Ductile Iro 130.0 false 0.00 Open 473.36 4,932.55 4,932.16 0.40 0.63 P-270 476.00 12 Ductile Iro 130.0 false 0.40 Open -16.29 4,932.16 4,932.16 0.00 0.00 P-271 406.00 8 Ductile Iro 130.0 false 0.20 Open 405.00 4,932.16 4,930.75 1.41 3.48 P-272 267.00 8 Ductile Iro 130.0 false 0.60 Open 125.00 4,930.75 4,930.64 0.11 0.41 P-273 449.00 8 Ductile Iro 130.0 false 1.00 Open 135.00 4,930.75 4,930.53 0.21 0.47 P-280 .177.00 12 Ductile Iro 130.0 false 0.40 Open -541.29 4,932.16 4,933.13 0.97 0.83 P-285 804.00 12 Ductile Iro 130.0 false 0.00 Open -621.29 4,933.13 4,933.97 0.84 1.05 P-290 .160.00 12 Ductile Iro 130.0 false 0.40 Open •2,120.01 4,933.97 4,946.02 12.05 10.39 P-300 879.00 12 Ductile Iro 130.0 false 0.40 Open •2,200.01 4,946.02 4,955.86 9.84 11.19 P-320 642.00 12 Ductile Iro 130.0 false 0.20 Open •3,090.01 4,963.11 4,976.50 13.39 20.85 Title: Baxter Meadows Project Engineer: Keith Waring j:\...\2a2bph3andcattail calibration modl.wcd Thomas,Dean&Hoskins Inc WaterCAD v6.5[6.51201 03/05/07 10:38:55 AM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 2 of 5 scenario: Calibration to Cattail hyur-ant flows Fire Flow Analysis Pipe Report Label Length Diameter Material Hazen- Check Minor Control Discharge pstream Structur ownstream Structur Pressure Headloss (ft) (in) William Valve? Loss Status (gpm) Hydraulic Grade Hydraulic Grade Pipe Gradient C Coefficieni (ft) (ft) Headlos (ft/1000ft) (ft) P-325 611.00 12 Ductile Iro 130.0 false 0.20 Open •2,280.01 4,955.86 4,963.11 7.26 11.88 P-330 679.00 10 Ductile Iro 130.0 false 0.20 Open 1,037.31 4,976.50 4,971.97 4.53 6.67 P-340 640.00 10 Ductile Iro 130.0 false 0.00 Open 1,003.01 4,971.97 4,968.00 3.96 6.20 P-350 ,085.00 10 Ductile Iro 130.0 false 0.20 Open 1,000.51 4,968.00 4,961.26 6.74 6.21 P-606 462.20 12 Ductile Iro 130.0 false 0.00 Open -943.37 4,940.84 4,941.89 1.05 2.27 P-608 462.40 12 Ductile Iro 130.0 false 0.00 Open -944.56 4,941.89 4,942.94 1.05 2.28 P-610 467.70 12 Ductile Iro 130.0 false 0.00 Open -524.03 4,937.12 4,937.48 0.36 0.77 P-611 374.60 12 Ductile Iro 130.0 false 0.00 Open -393.36 4,937.48 4,937.65 0.17 0.45 P-621 119.10 8 Ductile Iro 130.0 false 0.00 Open -12.72 4,936.02 4,936.02 0.00 0.00 P-624 180.30 8 Ductile Iro 130.0 false 0.00 Open -0.01 4,936.02 4,936.02 0.00 0.00 P-625 293.80 8 Ductile Iro 130.0 false 0.00 Open -7.69 4,936.02 4,936.02 0.00 0.00 P-626 210.20 8 Ductile Iro 130.0 false 0.00 Open -20.40 4,936.02 4,936.03 0.00 0.01 P-633 278.70 12 Ductile Iro 130.0 false 0.00 Open -166.69 4,937.70 4,937.72 0.03 0.09 P-635 428.40 12 Ductile Iro 130.0 false 0.00 Open -740.58 4,938.58 4,939.20 0.62 1.45 P-636 384.20 12 Ductile Iro 130.0 false 0.00 Open -942.18 4,939.20 4,940.07 0.87 2.27 P-637 472.30 12 Ductile Iro 130.0 false 0.00 Open -945.75 4,942.94 4,944.02 1.08 2.29 P-638 290.70 12 Ductile Iro 130.0 false 0.00 Open -946.94 4,944.02 4,944.69 0.67 2.29 P-639 293.50 12 Ductile Iro 130.0 false 0.00 Open -948.13 4,944.69 4,945.36 0.67 2.30 P-640 ,119.40 12 Ductile Iro 130.0 false 0.00 Open -949.32 4,945.36 4,947.94 2.58 2.30 P-649 513.30 12 Ductile Iro 130.0 false 0.00 Open -679.33 4,936.06 4,936.69 0.64 1.24 P-650 336.30 12 Ductile Iro 130.0 false 0.00 Open -943.37 4,940.07 4,940.84 0.77 2.28 P-651 206.60 10 Ductile Iro 130.0 false 0.00 Open -235.80 4,937.48 4,937.56 0.09 0.42 P-668 373.90 8 Ductile Iro 130.0 false 0.00 Open -79.56 4,937.74 4,937.80 0.06 0.17 P-669 ,250.00 12 Ductile Iro 130.0 false 0.00 Open 950.51 4,950.82 4,947.94 2.88 2.31 P-672 233.10 8 Ductile Iro 130.0 false 0.00 Closec 0.00 4,937.97 0.00 0.00 0.00 P-673 238.70 8 Ductile Iro 130.0 false 0.00 Open 0.00 0.00 0.00 0.00 0.00 P-675 339.80 8 Ductile Iro 130.0 false 0.00 Open 0.00 0.00 0.00 0.00 0.00 P-676 304.20 8 Ductile Iro 130.0 false 0.00 Open 0.00 0.00 0.00 0.00 0.00 P-677 907.10 8 Ductile Iro 130.0 false 0.00 Closec 0.00 0.00 4,933.84 0.00 0.00 P-678 ,530.90 12 Ductile Iro 130.0 false 0.00 Open 643.57 4,935.55 4,933.84 1.72 1.12 P-680 272.00 8 Ductile Iro 130.0 false 0.00 Open 0.00 0.00 0.00 0.00 0.00 P-682 450.50 12 Ductile Iro 130.0 false 0.00 Open -643.57 4,935.55 4,936.06 0.50 1.12 P-687 98.40 8 Ductile Iro 130.0 false 0.00 Open -3.84 4,936.02 4,936.02 0.00 0.00 P-688 552.70 12 Ductile Iro 130.0 false 0.00 Open -524.03 4,936.69 4,937.12 0.42 0.77 P-689 304.20 12 Ductile Iro 130.0 false 0.00 Open -287.01 4,937.65 4,937.72 0.08 0.25 P-690 211.40 8 Ductile Iro 130.0 false 0.00 Open -28.08 4,936.03 4,936.03 0.00 0.02 P-691 166.20 8 Ductile Iro 130.0 false 0.00 Open 3.84 4,936.03 4,936.03 0.00 0.00 P-692 552.20 8 Ductile Iro 130.0 false 0.00 Open -28.08 4,936.03 4,936.04 0.01 0.02 P-693 90.70 10 Ductile Iro 130.0 false 0.00 Open -174.65 4,937.56 4,937.59 0.02 0.24 P-694 89.50 10 Ductile Iro 130.0 false 0.00 Open -203.35 4,937.59 4,937.62 0.03 0.33 P-695 222.00 10 Ductile Iro 130.0 false 0.00 Open -272.18 4,937.62 4,937.74 0.12 0.55 P-697 440.40 8 Ductile Iro 130.0 false 0.00 Open -64.99 4,937.56 4,937.62 0.05 0.12 P-698 381.80 12 Ductile Iro 130.0 false 0.00 Open 1.29 0.00 0.00 0.00 0.00 P-699 214.50 8 Ductile Iro 130.0 false 0.00 Open 3.84 4,936.02 4,936.02 0.00 0.00 P-700 191.40 8 Ductile Iro 130.0 false 0.00 Open 3.84 4,936.02 4,936.02 0.00 0.00 P-701 758.10 8 Ductile Iro 130.0 false 0.00 Open 1.01 0.00 0.00 0.00 0.00 P-702 311.20 8 Ductile Iro 130.0 false 0.00 Open 2.07 0.00 0.00 0.00 0.00 P-703 683.80 8 Ductile Iro 130.0 false 0.00 Open 2.06 0.00 0.00 0.00 0.00 P-704 313.20 8 Ductile Iro 130.0 false 0.00 Open 0.79 0.00 0.00 0.00 0.00 P-705 320.00 12 Ductile Iro 130.0 false 0.00 Open 1.07 0.00 0.00 0.00 0.00 P-706 216.60 8 Ductile Iro 130.0 false 0.00 Open 3.841 4,936.02 4,936.02 0.00 0.00 Title:Baxter Meadows Project Engineer:Keith Waring j:\...\2a2bph3andcattail calibration modl.wcd Thomas,Dean&Hoskins Inc WaterCAD v6.5[6.5120] 03/05/07 10:38:55 AM ©Haestad Methods, Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 3 of 5 ,icenario: Calibration to Cattail hydrant flows Fire Flow Analysis Pipe Report Label Length Diameter Material Hazen- Check Minor Control Discharg pstream Structur ownstream Structur ressure Headloss (ft) (in) William Valve? Loss Status (gpm) Hydraulic Grade Hydraulic Grade Pipe Gradient C oefficien (ft) (ft) Headlos (ft/1000ft) (ft) P-708 224.30 8 Ductile Iro 130.0 false 0.00 Open 2.38 0.00 0.00 0.00 0.00 P-709 409.60 8 Ductile Iro 130.0 false 0.00 Open 1.06 0.00 0.00 0.00 0.00 P-710 437.70 8 Ductile Iro 130.0 false 0.00 Open 1.06 0.00 0.00 0.00 0.00 P-711 311.20 8 Ductile Iro 130.0 false 0.00 Open 1.27 0.00 0.00 0.00 0.00 P-712 655.30 8 Ductile Iro 130.0 false 0.00 Open 1.69 0.00 0.00 0.00 0.00 P-713 306.90 8 Ductile Iro 130.0 false 0.00 Open -0.01 0.00 0.00 0.00 0.00 P-714 531.80 10 Ductile Iro 130.0 false 0.00 Closed 0.00 4,936.02 4,937.45 0.00 0.00 P-715 279.50 10 Ductile Iro 130.0 false 0.00 Open -105.13 4,937.45 4,937.48 0.03 0.10 P-716 356.30 8 Ductile Iro 130.0 false 0.00 Open 1.70 0.00 0.00 0.00 0.00 P-717 333.20 8 Ductile Iro 130.0 false 0.00 Open -54.01 4,937.45 4,937.48 0.03 0.08 P-718 345.10 8 Ductile Iro 130.0 false 0.00 Open -162.85 4,937.48 4,937.70 0.22 0.63 P-719 652.70 8 Ductile Iro 130.0 false 0.00 Open 1.69 0.00 0.00 0.00 0.00 P-720 320.30 8 Ductile Iro 130.0 false 0.00 Open 0.41 0.00 0.00 0.00 0.00 P-721 195.40 8 Ductile Iro 130.0 false 0.00 Open -110.20 4,937.65 4,937.71 0.06 0.31 P-724 208.40 8 Ductile Iro 130.0 false 0.00 Open -117.88 4,937.73 4,937.80 0.07 0.35 P-725 318.80 8 Ductile Iro 130.0 false 0.00 Open -50.31 4,937.71 4,937.73 0.02 0.07 P-726 305.50 8 Ductile Iro 130.0 false 0.00 Open 201.28 4,938.09 4,937.80 0.29 0.94 P-727 401.10 8 Ductile Iro 130.0 false 0.00 Open 1.28 0.00 0.00 0.00 0.00 P-728 ,002.70 8 Ductile Iro 130.0 false 0.00 Open 1.29 0.00 0.00 0.00 0.00 P-729 179.10 8 Ductile Iro 130.0 false 0.00 Open 0.00 0.00 0.00 0.00 0.00 P-730 192.40 8 Ductile Iro 130.0 false 0.00 Open 0.00 0.00 0.00 0.00 0.00 P-731 410.20 8 Ductile Iro 130.0 false 0.00 Open 1.32 0.00 0.00 0.00 0.00 P-732 239.20 12 Ductile Iro 130.0 false 0.00 Open 1.32 0.00 0.00 0.00 0.00 P-733 269.50 12 Ductile Iro 130.0 false 0.00 Open 0.00 0.00 0.00 0.00 0.00 P-734 155.30 8 Ductile Iro 130.0 false 0.00 Open 0.00 4,936.02 4,936.02 0.00 0.00 P-735 781.40 12 Ductile Iro 130.0 false 0.00 Closed 0.00 4,936.02 4,937.70 0.00 0.00 P-736 .124.50 8 Ductile Iro 130.0 false 0.00 Open -139.70 4,931.85 4,932.38 0.54 0.48 P-737 643.60 8 Ductile Iro 130.0 false 0.00 Closec 0.00 0.00 4,936.03 0.00 0.00 P-738 ,020.40 8 Ductile Iro 130.0 false 0.00 Open 155.30 4,937.45 4,936.86 0.59 0.58 P-739 280.40 8 Ductile Iro 130.0 false 0.00 Open 155.30 4,936.86 4,936.69 0.16 0.58 P-740 250.80 12 Ductile Iro 130.0 false 0.00 Open -144.70 4,932.38 4,932.40 0.02 0.07 P-741 ,118.90 12 Ductile Iro 130.0 false 0.00 Open -144.70 4,932.40 4,932.55 0.15 0.07 P-742 312.00 8 Ductile Iro 130.0 false 0.00 Open -76.30 4,937.62 4,937.67 0.05 0.15 P-743 372.80 8 Ductile Iro 130.0 false 0.00 Open -76.30 4,937.67 4,937.72 0.06 0.16 P-744 91.10 8 Ductile Iro 130.0 false 0.00 Open -76.30 4,937.72 4,937.74 0.01 0.16 P-745 420.10 10 Ductile Iro 130.0 false 0.00 Open -268.92 4,937.74 4,937.97 0.23 0.54 P-746 306.00 8 Ductile Iro 130.0 false 0.00 Open 0.00 0.00 4,576.36 4,576.36 4,955.43 P-747 464.10 12 Ductile Iro 130.0 false 0.00 Closec 0.00 0.00 4,936.02 0.00 0.00 P-749 412.70 12 Ductile Iro 130.0 false 0.00 Open 887.53 4,933.80 4,932.97 0.84 2.03 P-750 320.40 12 Ductile Iro 130.0 false 0.00 Open 0.00 0.00 0.00 0.00 0.00 P-751 621.10 8 Ductile Iro 130.0 false 0.00 Open 425.00 4,933.27 4,930.94 2.33 3.74 P-752 ,201.20 8 Ductile Iro 130.0 false 0.00 Open 705.00 4,963.11 4,951.63 11.48 9.56 P-753 500.00 10 Ductile Iro 130.0 false 0.00 Open 1,000.51 4,961.26 4,958.18 3.08 6.17 P-756 334.70 8 Ductile Iro 130.0 false 0.00 Open 201.60 4,939.20 4,938.89 0.31 0.94 P-757 333.30 8 Ductile Iro 130.0 false 0.00 Open 77.92 4,938.58 4,938.52 0.05 0.16 P-758 348.00 8 Ductile Iro 130.0 false 0.00 Open 268.92 4,938.52 4,937.97 0.56 1.60 P-759 424.70 8 Ductile Iro 130.0 false 0.00 Open 191.00 4,938.89 4,938.52 0.36 0.85 P-760 345.30 8 Ductile Iro 130.0 false 0.00 Open 0.00 4,938.89 4,938.89 0.00 0.00 P-761 423.70 10 Ductile Iro 130.0 false 0.00 Closec 0.00 4,938.89 4,937.97 0.00 0.00 P-762 327.10 8 Ductile Iro 130.0 false 0.00 Open 0.00 0.00 0.00 0.00 0.00 P-763 391.70 8 Ductile Iro 130.0 false 0.00 Open 0.00 0.00 0.00 0.00 0.00 Title: Baxter Meadows Project Engineer: Keith Waring j:\...\2a2bph3andcattail calibration modl.wcd Thomas,Dean&Hoskins Inc WaterCAD v6.5[6.5120] 03/05/07 10:38:55 AM ©Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 4 of 5 6cenario: Calibration to Cattail hyu,ant flows Fire Flow Analysis Pipe Report Label Length Diameter Material Hazen- Check Minor ControlDischarg Jpstream Structur )ownstream Structur Pressure Headloss (ft) (in) William Valve? Loss Status (gpm) Hydraulic Grade Hydraulic Grade Pipe Gradient C oefficien (ft) (ft) Headlos (ft/1000ft) (ft) P-764 462.70 8 Ductile Iro 130.0 false 0.00 Closec 0.00 4,938.89 0.00 0.00 0.00 P-765 85.10 8 Ductile Iro 130.0 false 0.00 Open 0.00 0.00 0.00 0.00 0.00 P-766 119.00 8 Ductile Iro 130.0 false 0.00 Open 0.00 0.00 0.00 0.00 0.00 P-767 86.40 8 Ductile Iro 130.0 false 0.00 Open 0.00 0.00 0.00 0.00 0.00 P-770 82.90 12 Ductile Iro 130.0 false 0.00 Open -887.53 4,933.80 4,933.97 0.17 2.03 P-771 211.50 12 Ductile Iro 130.0 false 0.00 Open -89.65 4,931.94 4,931.95 0.01 0.03 P-772 ,155.70 12 Ductile Iro 130.0 false 0.00 Open 643.57 4,933.84 4,932.54 1.29 1.12 P-773 267.60 8 Ductile Iro 130.0 false 0.00 Open -139.70 4,931.72 4,931.85 0.13 0.48 P-776 491.00 8 Ductile Iro 130.0 false 0.00 Open -31.92 4,936.04 4,936.06 0.02 0.03 P-777 205.70 8 Ductile Iro 130.0 false 0.00 Open -63.73 4,937.71 4,937.73 0.02 0.11 P-778 224.70 8 Ductile Iro 130.0 false 0.00 Open 28.70 4,937.59 4,937.58 0.01 0.02 P-779 235.50 8 Ductile Iro 130.0 false 0.00 Open -76.30 4,937.58 4,937.62 0.04 0.16 P-780 129.70 8 Ductile Iro 130.0 false 0.00 Open 0.00 4,937.58 4,937.58 0.00 0.00 P-781 589.00 8 Ductile Iro 130.0 false 0.00 Open 25.04 4,932.34 4,932.32 0.01 0.02 P-782 276.90 12 Ductile Iro 130.0 false 0.00 Open 0.00 4,937.70 4,937.70 0.00 0.00 P-783 414.30 12 Ductile Iro 130.0 false 0.00 Open 662.66 4,938.58 4,938.09 0.49 1.18 P-784 614.10 12 Ductile Iro 130.0 false 0.00 Open -457.54 4,937.72 4,938.09 0.37 0.60 P-785 202.20 24 Ductile Iro 130.0 false 0.00 Open -6,110.33 4,976.50 4,977.00 0.50 2.47 P-800 250.001 101 Ductile Iro 130.01 false 1 0.00 1 Open 1 975.511 4,958.181 4,950.821 7.351 5.88 Title: Baxter Meadows Project Engineer:Keith Waring j:\...\2a2bph3andcattail calibration modl.wcd Thomas,Dean&Hoskins Inc WaterCAD v6.5[6.5120] 03/05/07 10:38:55 AM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 5 of 5 Scenario: Calibration to Cattail hyu.ant flows Fire Flow Analysis Reservoir Report Label Elevation Zone Inflow Calculated Demand (ft) (gpm) Hydraulic Grad alculated (ft) (gpm) R-1 4,977.00 Zone-16,110.33 4,977.00 -6,110.33 Title: Baxter Meadows Project Engineer:Keith Waring j:\...\2a2bph3andcattail calibration modl.wcd Thomas,Dean&Hoskins Inc WaterCAD v6.5(6.5120] 03/05/07 10:33:37 AM ©Haestad Methods, Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 JUNCTION MAPS, LOT DESIGNATIONS, WATER DEMANDS Baxter Meadows- Phase 4 Water Demands Summary Junctions #Lots People GPD avg GPD avg Max Day Max Day Peak Hr gpd gpm gpd gpm gpm 661 3 8 1524 1.06 3810 2.65 3.18 662 4 10 2032 1.41 5080 3.53 4.23 663 4 10 2032 1.41 5080 3.53 4.23 664 5 13 2540 1.76 6350 4.41 1 5.29 665 5 13 2540 1.76 6350 4.41 5.29 666 Not Used 667 Not Used 668 2 NA 12056 8.37 30140 20.93 25.12 670 5 13 2540 1.76 6350 4.41 5.29 673 4 NA 14088 9.78 35220 24.46 29.35 674 6 15 3048 2.12 7620 5.29 6.35 675 51 130 25908 17.99 64770 44.98 53.98 676 5 13 2540 1.76 6350 4.41 5.29 677 8 20 4064 2.82 10160 7.06 8.47 678 18 46 9144 6.35 22860 15.88 19.05 679 12 30 6096 4.23 15240 10.58 12.70 680 16 41 8128 5.64 20320 14.11 16.93 681 15 38 1 7620 1 5.29 1 19050 13.23 15.88 682 8 20 1 4064 1 2.82 1 10160 7.06 8.47 Baxter Meadows - Phase 4 Wafer Demands Lot People GPD avg Max Hour Max Day Junction Block Lot Type (2.54/unit) (200gal/per day) (3'ave.hr) (2.5'ave.day) GPD gpm GPD 661 1 1 SF 2.54 508 1.06 1270 1 2 SF 2.54 508 1.06 1270 5 1 SF 2.54 508 1.06 1270 Total 3 1524 3 18 3810 Converted to gpmf 1.06 3.18 2.65 662 5 2 SF 2.54 508 1.06 1270 5 3 SF 2.54 508 1.06 1270 5 4 SF 2.54 508 1.06 1270 5 5 SF 2.54 508 1.06 1270 Total 4 2032 4.23 5080 Converted to gpm 1.41 4.23 3.53 663 5 6 SF 2.54 508 1.06 1270 5 7 SF 2.54 508 1.06 1270 5 8 SF 2.54 508 1.06 1270 5 9 SF 2.54 508 1.06 1270 Total 4 2032 4.23 5080 Converted to gpm 1.41 4.23 3.53 664 5 10 SF 2.54 508 1,06 1270 5 11 SF 2.54 508 1.06 1270 7 3 SF 2.54 508 1.06 1270 7 4 SF 2.54 508 1.06 1270 7 5 SF 2.54 508 1.06 1270 Total 5 2540 5.29 6350 Converted to gpm 1.76 5.29 4.41 665 7 6 SF 2.54 508 1.06 1270 7 7 SF 2.54 508 1.06 1270 7 8 SF 2.54 508 1,06 1270 7 9 SF 2.54 508 1.06 1270 7 10 SF 2.54 508 1.06 1270 Total 5 2540 5.29 6350 Converted to gpm 1.76 529 4.41 666 Not used 668 8 9 SF 2.54 508 1.06 1270 Regional Park Lot Fire Station NA 11040 23.00 27600 8 10 SF 2.54 508 1.06 1270 Total 2 12056 25.12 30140 Converted to gpm 8.37 25.12 20.93 J:\2005\B05-016\034\Design Report\5.23.07-WaterDemands.xls 1 of 4 Baxter Meadows - Phase 4 Wafer Demands Lot People GPD avg Max Hour Max Day Junction Block Lot Type (2.54/unit) (200gal/per day) (3"ave.hr) (2.5'ave.day) GPD gpm GPD 670 8 4 SF 2.54 508 1.06 1270 8 5 SF 2.54 508 1.06 1270 8 6 SF 2.54 508 1.06 1270 8 7 SF 2.54 508 1.06 1270 8 8 SF 2.54 508 1.06 1270 Total 5 2540 5.29 6350 Converted to gpm F 1.76 5.29 4.41 673 5 15 SF 2.54 508 1 06 1270 6 10 SF 2.54 508 1.06 1270 6 11 SF 2.54 508 1.06 1270 6 12 SF 2.54 508 1.06 1270 6 13 SF 2.54 508 1.06 1270 6 14 SF 2.54 508 1.06 1270 "Commercial 7 11 Center" NA 11040 23.00 27600 Total 7 14088 29.35 35220 Converted to gpm 9.78 29.35 24.46 674 6 15 SF 2.54 508 1.06 1270 6 16 SF 2.54 508 1.06 1270 6 17 SF 2.54 508 1.06 1270 6 18 SF 2.54 508 1.06 1270 2 17 SF 2.54 508 1.06 1270 2 18 SF 2.54 508 1.06 1270 Total 6 3048 6.35 7620 Converted to gpm 2.12 6.35 5.29 675 8 1 SF 2.54 508 106 1270 8 2 SF 2.54 508 1.06 1270 8 3 SF 2.54 508 1.06 1270 48 Dwelling 7 12 Units,Future 121.92 24384 50.80 60960 Total 4 25908 53.98 64770 Converted to gpm 17.99 53.98 44.98 676 5 12 SF 2.54 508 1.06 1270 5 13 SF 2.54 508 1.06 1270 5 14 SF 2.54 508 1.06 1270 7 1 SF 2.54 508 1.06 1270 7 2 SF 2.54 508 1.06 1270 Total 5 2540 5.29 6350 Converted to gpm 1.76 5.29 4.41 J:\2005\B05-016\034\Design Report\5.23.07-WaterDemands.xls 2 of 4 Baxter Meadows - Phase 4 Wafer Demands Lot People GPD avg Max Hour Max Day Junction Block Lot Type (2.54/unit) (200gal/per day) (3"ave.hr) (2.5"ave.day) GPD gpm GPD 677 1 3 SF 2.54 508 1.06 1270 1 4 SF 2.54 508 1.06 1270 1 5 SF 2.54 508 1.06 1270 1 6 SF 254 508 1.06 1270 1 7 SF 2.54 508 1.06 1270 3 1 SF 2.54 508 1.06 1270 3 2 SF 2.54 508 1.06 1270 3 3 SF 2.54 508 1.06 1270 Total 8 406« 8.47 10160 Converted to gpm 2.82 8.47 7.06 678 1 8 SF 2.54 508 1.06 1270 1 9 SF 2.54 508 1.06 1270 1 10 SF 2.54 508 1.06 1270 1 11 SF 2.54 508 1.06 1270 2 1 SF 2.54 508 1.06 1270 2 2 SF 2.54 508 1.06 1270 2 3 SF 2.54 508 1.06 1270 2 4 SF 2.54 508 1.06 1270 3 4 SF 2.54 508 1.06 1270 3 5 SF 2.54 508 1.06 1270 3 6 SF 2.54 508 1.06 1270 3 7 SF 2.54 508 106 1270 3 8 SF 2.54 508 1.06 1270 4 1 SF 2.54 508 1.06 1270 4 2 SF 2.54 508 1.06 1270 4 3 SF 2.54 508 1.06 1270 4 4 SF 2.54 508 1.06 1270 4 5 SF 254 508 1.06 1270 Total 18 9144 19.05 22860 Converted to gpm 6.35 19.05 15.88 679 2 5 SF 2.54 508 1.06 1270 2 6 SF 2.54 508 1.06 1270 2 7 SF 2.54 508 1.06 1270 2 8 SF 2.54 508 1.06 1270 2 9 SF 2.54 508 1.06 1270 2 10 SF 2.54 508 1.06 1270 2 11 SF 254 508 1.06 1270 4 6 SF 2.54 508 1.06 1270 4 7 SF 2.54 508 1.06 1270 4 8 SF 2.54 508 1.06 1270 4 9 SF 2.54 508 1.06 1270 4 10 SF 2.54 508 1.06 1270 Total 12 6096 12.70 15240 Converted to gpmF 4.23 12.70 10.58 J:\2005\B05-016\034\Design Report\5.23.07-WaterDemands.xls 3 of 4 Baxter Meadows - Phase 4 Wafer Demands Lot People GPD avg Max Hour Max Day Junction Block Lot Type (2.54/unit) (200gal/per day) (3"ave.hr) (2.5'ave day) GPD gpm GPD 61130 4 15 SF 2.54 508 1.06 1270 4 16 SF 2.54 508 1.06 1270 4 17 SF 2.54 508 1.06 1270 4 18 SF 2.54 508 1.06 1270 4 19 SF 2.54 508 1.06 1270 4 20 SF 2.54 508 1.06 1270 2 12 SF 2.54 508 1.06 1270 2 13 SF 2.54 508 1.06 1270 2 14 SF 2.54 508 1.06 1270 2 15 S F 2.54 508 1.06 1270 2 16 SF 254 508 1.06 1270 6 5 SF 2.54 508 1.06 1270 6 6 SF 2.54 508 1.06 1270 6 7 S F 2.54 508 1.06 1270 6 8 SF 2.54 508 1.06 1270 6 9 SF 2.54 508 1.06 1270 Total 16 8128 16.93 20320 Converted to gpmF 5.64 16.93 14.11 681 3 13 SF 2.54 508 1.06 1270 3 14 SF 2.54 508 1.06 1270 3 15 SF 2.54 508 1.06 1270 3 16 SF 254 508 1 06 1270 4 11 SF 2.54 508 1.06 1270 4 12 SF 2.54 508 1.06 1270 4 13 SF 2.54 508 1.06 1270 4 14 SF 2.54 508 1.06 1270 5 16 SF 2.54 508 1.06 1270 5 17 SF 2.54 508 1.06 1270 5 18 SF 2.54 508 1.06 1270 6 1 SF 2.54 508 1.06 1270 6 2 SF 2.54 508 1.06 1270 6 3 SF 2.54 508 1.06 1270 6 4 SF 2.54 508 1.06 1270 Total 15 7620 15.88 19050 Converted to gpmr 5.29 15.88 13.23 682 3 9 SF 2 54 508 1.06 1270 3 10 SF 2.54 508 1.06 1270 3 11 SF 2.54 508 1.06 1270 3 12 SF 2.54 508 1.06 1270 5 19 SF 2.54 508 1.06 1270 5 20 SF 2.54 508 1.06 1270 5 21 SF 2.54 508 1.06 1270 5 22 SF 2.54 508 1.06 1270 Total 8 4064 8.47 10160 Converted to gpm 2.82 8.47 7.06 TOTALLOTS 1i J:\2005\B05-016\034\Design Report\5.23.07-WaterDemands.xls 4 of 4 c m c will �d� � 33 I z.o if 3 �JVA-�L'.1L ��M��y►�5 l'U�. �,�tL� �T?�TIO� io Ave-r-^ 41,-- ' Z3 P7 Ear+CF 1.1E'D eL , l0I I�vUD FwSE I J _. -- -- 1 I BLOCK 5 17311 7634- BLOCK fi 105192 1 BLOCK 7 25109 12162 1I:9 iVLf sHL'RES P:PPNs� }56'f-<LL>1111 GGCCN Elu uLF neR[, - -=-•. -' eO'FISH,.1n s - I I BLOCK° 42075 OIu+: 9:16 6B91 ux1rt,R I[[GR[[II 6L.P x[EmF E9S a<. HIEII I vI BLOCK 10 15807 4024 27 c—,YI "4-1)4r ———— --____—_ _ toe., SUBTOTAL 453038 59666 BCLGRaDf.Mr 5971I-066. ——— STREETS nl} 4ICHAEL 0 0 RDBOI r LURZI uru+ 10 /ALLEYS 1:610—'I'.DR JEFFR[r LI d SARaN I: GL[CH ` -- Lf Yfow N Hf%•1':1 1161 GALLAIIf1 GFEEIF fiLVD UIIII 10 1 BAXTER LANE OTAL isi vAIcewml—D nnll�x 6FAODI A FLL[R10N I API u. }sae cuunn GREEII BLvo•1'' \ ' I PHASE 4B BGZ[ II,nIl So-10-5592 ROZEv'N_uI 0971b-6520 1 POS A BLOCK 2 °LOCK 1 80400 16389 ,'EL-G &GML A.FDFSnHF -DEUL J.M PA,sr ,DUFF � BLOCK I 1 P09 IT161 E.cwcAr.O avE }500 c.LUNN GREEN afvD.112 / I -- _ ` --' ---- BLOCK 3 82000 - YBD±[Merv,M+ 59'Ie-Es2° I - -n1u00,II 5-1-2— BLOCK 5 60019 127575 1 II CRIE DL[C PEBFIII6 + nil 6D r_d RaxOI G Flcwo 3SBe uuury cREvl 6Lw iu L I 1 2 ••••'�': 4 5 0 7 tl IFl0 It I I 2 O 4 5 0 7 8 SUBTOTAL 222149 138964 IDo vaL1[r vifw EI Bal[MHI.M1 59118-6612 FACIOBWILLE.PA 19F 19-9}55 1I LID d J1MIE l FPFOERICB5011 I STREETS/ALLEYS I It AIHERINE M [VI �60 GH RI D6EFN BLw 71. 2�CJUl"I61-1AF11I CREEK 61w EOIEMHyLMl 59711-7153 1 TOTAL Ar BOZEMItI MI 59718-BB94 — '-" •rot•- } t0 PHASE 4C •.1• II I I I I I I BLOCK 7 06539 88133 1 1 2 3 4 5 B 7 ) I 2 3 4 6 7 ° 10 BLOCK B 35566 _ (R3W (R9W (°SW Nsy - I L- (PAL) (m) OWL) (930 (Rsw (Rw (1181J - - tl BLOCK 9 53152 b __ _ I BLOCK 10 70550 9J7S BLOCK 3 - - — [ I -- BLOCK 4 + w SUBTOTAL 245807 97508 / / -- •�• _ _ __ __ _ I ._ __ — _U1617 2 r Z STREETS/ALLEYS I3 12 13 14 15 IO 20 70TA1 10 tl 12 10 14 t5 tow' :< ) (RSW (RSW (R9L (RS) (RS t PHASE 40 y BLOCK 5 88341 46988 1 2 m� ••�• T I •Br.STREET .— _ ' 14 BLOCK 7 86537 46128 I SUBTOTAL, 174874 93116 1 i '1 POS IS i STREETS/EETS/AALLEYS 22 21 •Sy<L+ 19 IB 17 I + 1 2 3 4 6 ° 7 8 0 I TOTAL Ind 4 It _ PFVSE 4E BLOCK 6 BLOCK 11 284882 - BLOCK 5 — \ Is -_. -- --- .-- - -- -- 17 SUBEo7AL 284882 - I POS C STREETS/'W.EYS l0 11 I2 l3 14 15 l8 17 10 I TOTAL I / \ --.------- Ito ALL PHASES - / / / ° \\� I 'STRE I SUBTOTAL 1381o50 369254 f'� -�J / I \\ 7 \ / •. \ .—}'—--'—� -"� - - - ']—. — -- STREETS/ALLEYS ' V` / (V 1 , /// \ l7 /�9 f'' TOTAL 2 vo Itcc s J 3 \t L 0 ♦\ �, 4 (n • \ -1 l �`�4' 12 ° ) LEGEND EL �\ s �� , :i• $L �K 7 B ro6H SYMBOL DESCRIPTION \ \�� ° \•° ` /_ ° EXISTING EASEMENT 7 \ •: , �a LI {�� (D _ _ UTILITY EASEMENT �•,�': V n \\ �� ° ': QS - EXCEPT AS NOTED �� �� ° .; EXISTING WETLAND - cfl �G5 HG 222021 RCMMIIGFR G'G. \ to - I PHASE LINE CD S ul r ` \ WETLAND SETBACK POS PRIVATE OPEN SPACE R/W RIGHT OF WAY F' & yEMO G PH l I o 2L z --1ti i 10 BOUNDARY LINE d ,I '�( •I I (RSL) RESTRICTED SIZE LOT 1 t j°•`L s• y vwsE 7' BEw„mER F N \ \ `�-•�- i _) PER UDO 18.42.180 54YT[R LEJJE - � cos N,r4A�d O I � c0 ONAst Cfl 7 r � •• O 0 '000' l I I I 1 0 100' 200' 300' "A m SCALE I I SHEET 1 OF 2 oS CAL E DRAWN BY: KLS DATE: 11/6106 Q O BEARING BASIS:NORTH LINE OF EOUESTRIAN SURVEYED BY: 2 LANE AS SHOWN ON THE FINAL PLAT OF BARTER JOB N0. 8O5.078 F MEADOWS SUB P U D PHASE 1 PER RECORD TD& O THOMAS,DEAN &HO 9 ENGINEERING CONSU: OAK STREET --•.. ' GREAT FALLS-BOZEMAN-KA ISPELL SPOKANE IEWISTON WATERCAD OUTPUT Scenario: Baxter Ph 4 Max ►:r.y Fire Flow Analysis Fire Flow Report Label =ire Flom Fire Flow Satisfies Needed Available Total Residual Calculated Calculated Minimuriv inimum Zor a Zone teration lanced Fire Flow Fire Flow Fire Flow Pressure Minimum Residual Zone Pressure ;onstraints (gpm) Flow Available (psi) Zone Pressure Junction (psi) (gpm) (gpm) Pressure (psi) (psi) J-630 1 true true 1,500.00 3,000.00 3,001.19 20.00 57.01 58.62 J-631 20.00 13M-1 J-1062 1 true true 1,500.00 3,000.00 3,003.84 20.00 61.39 64.17 J-631 20.00 13M-1 J-1070 1 true true 1,500.00 3,000.00 3,001.19 20.00 58.48 62.48 J-631 20.00 BM-1 J-631 1 true true 1,500.00 3,000.00 3,001.19 20.00 62.80 53.56 J-630 20.00 BM-1 J-1075 1 true true 1,500.00 3,000.00 3,001.19 20.00 57.62 60.82 J-631 20.00 13M-1 J-700 1 true true 1,500.00 3,000.00 3,025.00 20.00 57.59 62.70 J-631 20.00 13M-1 J-613 1 true true 1,500.00 3,000.00 3,010.59 20.00 60.15 58.98 J-1067 20.00 BM-2A J-614 1 true true 1,500.00 3,000.00 3,010.59 20.00 60.29 59.62 J-1067 20.00 BM-2A J-615 1 true true 1,500.00 3,000.00 3,016.67 20.00 60.59 58.88 J-1067 20.00 13M-2A J-1067 1 true true 1,500.00 3,000.00 3,006.67 20.00 62.66 59.44 J-613 20.00 13M-2A J-1066 1 true true 1,500.00 3,000.00 3,006.67 20.00 59.98 63.29 J-1067 20.00 BM-2A J-569 1 true true 1,500.00 3,000.00 3,006.59 20.00 60.58 62.37 J-1067 20.00 BM-2A J-571 1 true true 1,500.00 3,000.00 3,006.58 20.00 57.21 55.55 J-574 20.00 13M-213 J-616 1 true true 1,500.00 3,000.00 3,006.58 20.00 55.01 56.59 J-574 20.00 13M-213 J-617 1 true true 1,500.00 3,000.00 3,080.00 20.00 55.01 51.19 J-574 20.00 13M-2B J-572 1 true true 1,500.00 3,000.00 3,100.00 20.00 46.66 47.61 J-574 20.00 13M-213 J-576 1 true true 1,500.00 3,000.00 3,000.00 20.00 48.13 41.13 J-574 20.00 13M-26 J-574 1 true true 1,500.00 3,000.00 3,000.00 20.00 48.68 40.22 J-576 20.00 BM-26 J-573 1 true true 1,500.00 3,000.00 3,100.00 20.00 44.09 45.61 J-574 20.00 13M-213 J-1011 1 true true 1,500.00 3,000.00 3,001.19 20.00 64.16 67.33 J-1051 20.00 13M-2c&d J-607 1 true true 1,500.00 3,000.00 3,003.84 20.00 57.56 56.19 J-605 20.00 13M-2c&d J-605 1 true true 1,500.00 3,000.00 3,000.00 20.00 58.14 55.31 J-636 20.00 BM-2c&d J-1052 1 true true 1,500.00 3,000.00 3,003.84 20.00 62.68 64.13 J-1051 20.00 13M-2c&d J-636 1 true true 1,500.00 3,000.00 3,003.84 20.00 59.47 48.01 J-605 20.00 13M-2c&d J-1051 1 true true 1,500.00 3,000.00 3,003.84 20.00 62.26 61.66 J-636 20.00 BM-2c&d J-1030 1 true true 1,500.00 3,000.00 3,003.84 20.00 63.79 65.30 J-1051 20.00 13M-2c&d J-1050 1 true true 1,500.00 3,000.00 3,001.19 20.00 63.39 65.23 J-1051 20.00 13M-2c&d J-612 1 true true 1,500.00 3,000.00 3,000.00 20.00 61.93 59.52 J-636 20.00 13M-2c&d J-678 1 true true 1,500.00 3,000.00 3,015.88 20.00 48.71 39.86 J-677 20.00 BM-4 J-679 1 true true 1,500.00 3,000.00 3,010.58 20.00 48.29 43.90 J-678 20.00 BM-4 J-680 1 true true 1,500.00 3,000.00 3,014.11 20.00 51.56 50.98 J-679 20.00 BM-4 J-667 N/A false false 1,500.00 N/A N/A 20.00 N/A N/A N/A 20.00 BM-4 J-668 1 true true 1,500.00 3,000.00 3,001.76 20.00 58.44 57.95 J-666 20.00 BM-4 J-677 1 true true 1,500.00 3,000.00 3,007.06 20.00 47.42 44.97 J-661 20.00 BM-4 J-664 1 true true 1,500.00 3,000.00 3,004.41 20.00 49.56 48.43 J-663 20.00 BM-4 J-665 1 true true 1,500.00 3,000.00 3,004.41 20.00 52.66 46.27 J-664 20.00 BM-4 J-666 1 true true 1,500.00 3,000.00 3,000.00 20.00 53.73 50.39 J-665 20.00 BM-4 J-661 1 true true 1,500.00 3,000.00 3,002.65 20.00 45.51 40.75 J-662 20.00 BM-4 J-662 1 true true 1,500.00 3,000.00 3,003.53 20.00 45.58 40.25 J-661 20.00 BM-4 J-663 1 true true 1,500.00 3,000.00 3,003.53 20.00 46.31 43.31 J-662 20.00 BM-4 J-670 1 true true 1,500.00 3,000.00 3,004.41 20.00 57.20 54.00 J-675 20.00 BM-4 J-674 1 true true 1,500.00 3,000.00 3,005.29 20.00 57.85 57.74 J-680 20.00 BM-4 J-673 1 true true 1,500.00 3,000.00 3,024.46 20.00 52.06 51.39 J-676 20.00 BM-4 J-676 1 true true 1,500.00 3,000.00 3,004.41 20.00 52.46 48.79 J-673 20.00 BM-4 J-682 1 true true 1,500.00 3,000.00 3,007.06 20.00 48.14 43.67 J-677 20.00 BM-4 J-681 1 true true 1,500.00 3,000.00 3,013.23 20.00 51.59 49.66 J-682 20.00 BM-4 J-675 1 true true 1,500.00 3,000.00 3,044.98 20.00 57.37 53.77 J-670 20.00 BM-4 J-638 1 true true 1,500.00 3,000.00 3,001.41 20.00 52.28 49.03 J-639 20.00 BM-6 J-637 1 true true 1,500.00 3,000.00 3,015.88 20.00 52.84 47.93 J-638 20.00 BM-6 J-639 1 true true 1,500.00 3,000.00 3,001.76 20.00 51.59 50.27 J-642 20.00 BM-6 Title: Baxer Meadows Phase 4 Project Engineer: Keith Waring j:\2005\b05-016\024\watercad\ph4.wcd Thomas,Dean&Hoskins Inc WaterCAD v6.5[6.51201 05/23/07 05:18:15 PM ©Haestad Methods, Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 2 Scenario: Baxter Ph 4 Max Uay Fire Flow Analysis Fire Flow Report • Label --ire Flov Fire Flow Satisfies Needed Available Total Residual Calculated Calculated Minimurh inimum Zor a Zone teration 3alanced Fire Flow Fire Flow Fire Flow Pressure Minimum Residual Zone Pressure `onstraints (gpm) Flow Available (psi) Zone Pressure Junction (psi) (gpm) (gpm) Pressure (psi) (psi) J-640 1 true true 1,500.00 3,000.00 3,001.41 20.00 50.63 49.18 J-641 20.00 BM-6 J-642 1 true true 1,500.00 3,000.00 3,003.18 20.00 51.93 50.85 J-641 20.00 BM-6 J-641 1 true true 1,500.00 3,000.00 3,001.76 20.00 51.01 48.73 J-642 20.00 BM-6 J-578 1 true true 1,500.00 3,000.00 3,000.00 20.00 58.60 60.40 J-589 20.00 BM-3 J-580 1 true true 1,500.00 3,000.00 3,003.89 20.00 53.93 56.74 J-594 20.00 BM-3 J-579 1 true true 1,500.00 3,000.00 3,003.89 20.00 56.03 60.32 J-594 20.00 BM-3 J-597 1 true true 1,500.00 3,000.00 3,001.41 20.00 60.95 59.75 J-594 20.00 BM-3 J-596 1 true true 1,500.00 3,000.00 3,001.06 20.00 60.04 61.73 J-594 20.00 BM-3 J-595 1 true true 1,500.00 3,000.00 3,000.00 20.00 50.64 48.76 J-594 20.00 BM-3 J-590 1 true true 1,500.00 3,000.00 3,001.41 20.00 50.63 55.33 J-589 20.00 BM-3 J-589 1 true true 1,500.00 3,000.00 3,002.82 20.00 48.91 41.99 J-592 20.00 BM-3 J-588 1 true true 1,500.00 3,000.00 3,003.53 20.00 48.68 47.76 J-589 20.00 BM-3 J-591 1 true true 1,500.00 3,000.00 3,003.53 20.00 54.88 58.84 J-589 20.00 BM-3 J-593 1 true true 1,500.00 3,000.00 3,000.00 20.00 51.58 37.38 J-581 20.00 BM-3 J-594 1 true true 1,500.00 3,000.00 3,001.41 20.00 51.07 50.64 J-595 20.00 BM-3 J-592 1 true true 1,500.00 3,000.00 3,000.00 20.00 41.99 38.09 J-589 20.00 BM-3 J-583 1 true true 1,500.00 3,000.00 3,003.88 20.00 52.65 54.38 J-589 20.00 BM-3 J-582 1 true true 1,500.00 3,000.00 3,003.18 20.00 51.71 51.39 J-589 20.00 BM-3 J-581 1 true true 1,500.00 3,000.00 3,004.59 20.00 48.98 51.58 J-593 20.00 BM-3 J-584 1 true true 1,500.00 3,000.00 3,002.12 20.00 51.96 52.60 J-594 20.00 BM-3 J-587 1 true true 1,500.00 3,000.00 3,003.88 20.00 51.18 54.05 J-589 20.00 BM-3 J-586 1 true true 1,500.00 3,000.00 3,003.18 20.00 51.92 46.29 J-593 20.00 BM-3 J-585 1 true true 1,500.00 3,000.00 3,001.76 20.00 52.14 50.11 J-594 20.00 BM-3 J-623 1 true true 1,500.00 3,000.00 3,003.84 20.00 58.58 62.86 J-594 20.00 BM-3 J-627 1 true true 1,500.00 3,000.00 3,003.84 20.00 63.53 62.90 J-1061 20.00 BM-phase 1 J-1004 1 true true 1,500.00 3,000.00 3,003.84 20.00 64.94 73.06 J-1061 20.00 BM-phase 1 J-1059 1 true true 1,500.00 3,000.00 3,003.84 20.00 63.52 65.74 J-1061 20.00 BM-phase 1 J-608 1 true true 1,500.00 3,000.00 3,003.84 20.00 63.55 63.80 J-1061 20.00 BM-phase 1 J-600 1 true true 1,500.00 3,000.00 3,003.84 20.00 63.56 64.51 J-1061 20.00 BM-phase 1 J-625 1 true true 1,500.00 3,000.00 3,001.19 20.00 57.65 57.22 J-1093 20.00 BM-phase 1 J-624 1 true true 1,500.00 3,000.00 3,000.00 20.00 57.81 57.81 J-1042 20.00 BM-phase 1 J-626 1 true true 1,500.00 3,000.00 3,003.84 20.00 58.95 58.95 J-1027 20.00 BM-phase 1 J-611 1 true true 1,500.00 3,000.00 3,003.84 20.00 64.39 63.31 J-1061 20.00 BM-phase 1 J-1063 1 true true 1,500.00 3,000.00 3,003.84 20.00 63.56 65.79 J-1061 20.00 BM-phase 1 J-620 1 true true 1,500.00 3,000.00 3,003.84 20.00 57.30 57.30 J-1028 20.00 BM-phase 1 J-1041 1 true true 1,500.00 3,000.00 3,003.84 20.00 57.81 49.27 J-1042 20.00 BM-phase 1 J-1042 1 true true 1,500.00 3,000.00 3,003.84 20.00 57.81 44.66 J-624 20.00 BM-phase 1 J-1027 1 true true 1,500.00 3,000.00 3,003.84 20.00 58.95 48.89 J-626 20.00 BM-phase 1 J-1093 1 true true 1,500.00 3,000.00 3,003.84 20.00 57.22 51.71 J-625 20.00 BM-phase 1 J-1028 1 true true 1,500.00 3,000.00 3,003.84 20.00 57.30 44.27 J-620 20.00 BM-phase 1 J-604 1 true true 1,500.00 3,000.00 3,003.84 20.00 60.75 59.10 J-606 20.00 BM-phase 1 J-606 1 true true 1,500.00 3,000.00 3,003.84 20.00 60.25 59.82 J-604 20.00 BM-phase 1 J-1061 11 true I true 1 1,500.001 3,000.001 3,003.841 20.001 62.261 60.53 J-604 1 20.00 BM-phase 1 Title:Baxer Meadows Phase 4 Project Engineer:Keith Waring j:\2005\b05-016\024\watercad\ph4.wcd Thomas,Dean&Hoskins Inc WaterCAD v6.5[6.5120] 05/23/07 05:18:15 PM ©Haestad Methods, Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 2 of 2 Scenario: Baxter Ph 4 Max Uay Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Calculated Demand Pressure (ft) (gpm) Hydraulic Grade (Calculated) (psi) (ft) (gpm) J-569 4,690.00 BM-2A Demand 6.59 Fixed 4,909.70 6.59 95.06 J-571 4,687.50 BM-213 Demand 6.58 Fixed 4,909.52 6.58 96.06 J-572 4,691.00 BM-213 Demand 100.00 Fixed 4,909.17 100.00 94.39 J-573 4,686.00 BM-213 Demand 100.00 Fixed 4,909.13 100.00 96.54 J-574 4,700.00 BM-213 Demand 0.00 Fixed 4,909.13 0.00 90.48 J-576 4,700.00 BM-213 Demand 0.00 Fixed 4,909.23 0.00 90.52 J-578 4,678.00 BM-3 Demand 0.00 Fixed 4,909.77 0.00 100.28 J-579 4,686.00 BM-3 Demand 3.89 Fixed 4,909.76 3.89 96.81 J-580 4,689.50 BM-3 Demand 3.89 Fixed 4,909.76 3.89 95.30 J-581 4,689.00 BM-3 Demand 4.59 Fixed 4,909.76 4.59 95.51 J-582 4,689.60 BM-3 Demand 3.17 Fixed 4,909.76 3.17 95.25 J-583 4,685.50 BM-3 Demand 3.88 Fixed 4,909.76 3.88 97.03 J-584 4,694.50 BM-3 Demand 2.12 Fixed 4,909.76 2.12 93.13 J-585 4,694.30 BM-3 Demand 1.76 Fixed 4,909.76 1.76 93.22 J-586 4,691.90 BM-3 Demand 3.17 Fixed 4,909.76 3.17 94.26 J-587 4,683.00 BM-3 Demand 3.88 Fixed 4,909.76 3.88 98.11 J-588 4,694.30 BM-3 Demand 3.53 Fixed 4,909.76 3.53 93.22 J-589 4,696.00 BM-3 Demand 2.82 Fixed 4,909.76 2.82 92.48 J-590 4,680.70 BM-3 Demand 1.41 Fixed 4,909.76 1.41 99.10 J-591 4,678.00 BM-3 Demand 3.53 Fixed 4,909.76 3.53 100.27 J-592 4,680.00 BM-3 Demand 0.00 Fixed 4,909.76 0.00 99.41 J-593 4,695.00 BM-3 Demand 0.00 Fixed 4,909.76 0.00 92.92 J-594 4,696.00 BM-3 Demand 1.41 Fixed 4,909.76 1.41 92.48 J-595 4,695.00 BM-3 Demand 0.00 Fixed 4,909.76 0.00 92.91 J-596 4,687.30 BM-3 Demand 1.06 Fixed 4,909.77 1.06 96.25 J-597 4,695.00 BM-3 Demand 1.41 Fixed 4,909.78 1.41 92.92 J-600 4,686.00 BM-phase 1 Demand 3.84 Fixed 4,909.75 3.84 96.81 J-604 4,691.00 BM-phase 1 Demand 3.84 Fixed 4,909.78 3.84 94.66 J-605 4,687.00 BM-2c&d Demand 0.00 Fixed 4,909.73 0.00 96.37 J-606 4,690.00 BM-phase 1 Demand 3.84 Fixed 4,909.78 3.84 95.09 J-607 4,685.00 BM-2c&d Demand 3.84 Fixed 4,909.73 3.84 97.23 J-608 4,687.00 BM-phase 1 Demand 3.84 Fixed 4,909.75 3.84 96.37 J-611 4,668.00 BM-phase 1 Demand 3.84 Fixed 4,909.80 3.84 104.61 J-612 4,690.00 BM-2c&d Demand 0.00 Fixed 4,909.74 0.00 95.07 J-613 4,695.41 BM-2A Demand 10.59 Fixed 4,909.81 10.59 92.76 J-614 4,694.00 BM-2A Demand 10.59 Fixed 4,909.80 10.59 93.37 J-615 4,694.88 BM-2A Demand 16.67 Fixed 4,909.69 16.67 92.94 J-616 4,690.00 BM-213 Demand 6.58 Fixed 4,909.43 6.58 94.94 J-617 4,690.00 BM-213 Demand 80.00 Fixed 4,909.42 80.00 94.93 J-620 4,677.00 BM-phase 1 Demand 3.84 Fixed 4,909.77 3.84 100.71 J-623 4,686.00 BM-3 Demand 3.84 Fixed 4,909.77 3.84 96.81 J-624 4,685.00 BM-phase 1 Demand 0.00 Fixed 4,909.77 0.00 97.25 J-625 4,678.00 BM-phase 1 Demand 1.19 Fixed 4,909.77 1.19 100.28 J-626 4,675.00 BM-phase 1 Demand 3.84 Fixed 4,909.77 3.84 101.57 J-627 4,692.00 BM-phase 1 Demand 3.84 Fixed 4,909.82 3.84 94.24 J-630 4,708.00 BM-1 Demand 1.19 Fixed 4,911.15 1.19 87.90 J-631 4,727.00 BM-1 Demand 1.19 Fixed 4,912.75 1.19 80.37 J-636 4,691.00 BM-2c&d Demand 3.84 Fixed 4,909.73 3.84 94.64 J-637 4,681.00 BM-6 Demand 15.88 Fixed 4,909.73 15.88 98.96 J-638 4,680.00 BM-6 Demand 1.41 Fixed 4,909.73 1.41 99.39 J-639 4,683.00 BM-6 Demand 1.76 Fixed 4,909.73 1.76 98.10 J-640 4,681.00 BM-6 Demand 1.41 Fixed 4,909.73 1.41 98.96 Title: Baxer Meadows Phase 4 Project Engineer: Keith Waring j:\2005\b05-016\024\watercad\ph4.wcd Thomas,Dean&Hoskins Inc WaterCAD v6.5[6.5120] 06/23/07 05:14:50 PM ©Haestad Methods, Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 2 Scenario: Baxter Ph 4 Max uay Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Calculated Demand Pressure (ft) (gpm) Hydraulic Grade (Calculated) (psi) (ft) (gpm) J-641 4,682.80 BM-6 Demand 1.76 Fixed 4,909.73 1.76 98.18 J-642 4,685.00 BM-6 Demand 3.18 Fixed 4,909.73 3.18 97.23 J-661 4,700.00 BM-4 Demand 2.65 Fixed 4,911.19 2.65 91.37 J-662 4,700.00 BM-4 Demand 3.53 Fixed 4,911.20 3.53 91.38 J-663 4,700.00 BM-4 Demand 3.53 Fixed 4,911.21 3.53 91.38 J-664 4,700.00 BM-4 Demand 4.41 Fixed 4,911.22 4.41 91.38 J-665 4,700.00 BM-4 Demand 4.41 Fixed 4,911.28 4.41 91.41 J-666 4,700.00 BM-4 Demand 0.00 Fixed 4,911.36 0.00 91.44 J-667 4,700.00 13M-4 Demand 0.00 Fixed 4,911.19 0.00 91.37 J-668 4,700.00 BM-4 Demand 1.76 Fixed 4,911.41 1.76 91.47 J-670 4,700.00 BM-4 Demand 4.41 Fixed 4,911.33 4.41 91.43 J-673 4,700.00 BM-4 Demand 24.46 Fixed 4,911.19 24.46 91.37 J-674 4,700.00 BM-4 Demand 5.29 Fixed 4,911.19 5.29 91.37 J-675 4,700.00 BM-4 Demand 44.98 Fixed 4,911.23 44.98 91.39 J-676 4,700.00 BM-4 Demand 4.41 Fixed 4,911.20 4.41 91.37 J-677 4,700.00 BM-4 Demand 7.06 Fixed 4,911.19 7.06 91.37 J-678 4,700.00 BM-4 Demand 15.88 Fixed 4,911.19 15.88 91.37 J-679 4,700.00 BM-4 Demand 10.58 Fixed 4,911.19 10.58 91.37 J-680 4,700.00 BM-4 Demand 14.11 Fixed 4,911.19 14.11 91.37 J-681 4,700.00 BM-4 Demand 13.23 Fixed 4,911.19 13.23 91.37 J-682 4,700.00 BM-4 Demand 7.06 Fixed 4,911.19 7.06 91.37 J-700 4,714.00 BM-1 Demand 25.00 Fixed 4,914.13 25.00 86.59 J-1004 4,669.00 BM-phase 1 Demand 3.84 Fixed 4,909.83 3.84 104.19 J-1011 4,681.00 BM-2c&d Demand 1.19 Fixed 4,909.80 1.19 98.99 J-1027 4,675.00 BM-phase 1 Demand 3.84 Fixed 4,909.77 3.84 101.57 J-1028 4,677.00 BM-phase 1 Demand 3.84 Fixed 4,909.77 3.84 100.71 J-1030 4,685.00 BM-2c&d Demand 3.84 Fixed 4,909.79 3.84 97.25 J-1041 4,678.00 BM-phase 1 Demand 3.84 Fixed 4,909.77 3.84 100.28 J-1042 4,685.00 BM-phase 1 Demand 3.84 Fixed 4,909.77 3.84 97.25 J-1050 4,687.00 BM-2c&d Demand 1.19 Fixed 4,909.78 1.19 96.38 J-1051 4,692.00 BM-2c&d Demand 3.84 Fixed 4,909.75 3.84 94.21 J-1052 4,687.00 BM-2c&d Demand 3.84 Fixed 4,909.74 3.84 96.37 J-1059 4,685.00 BM-phase 1 Demand 3.84 Fixed 4,909.78 3.84 97.25 J-1061 4,692.00 BM-phase 1 Demand 3.84 Fixed 4,909.78 3.84 94.22 J-1062 4,687.00 BM-1 Demand 3.84 Fixed 4,909.78 3.84 96.39 J-1063 4,685.00 BM-phase 1 Demand 3.84 Fixed 4,909.78 3.84 97.25 J-1066 4,692.00 BM-2A Demand 6.67 Fixed 4,909.87 6.67 94.26 J-1067 4,702.00 BM-2A Demand 6.67 Fixed 4,909.99 6.67 89.99 J-1070 4,697.00 BM-1 Demand 1.19 Fixed 4,910.68 1.19 92.45 J-1075 4,702.00 BM-1 Demand 1.19 Fixed 4,910.96 1.19 90.41 J-1093 1 4,677.00 BM-phase 1 1 Demand 1 3.841 Fixed 1 4,909.771 3.841 100.71 Title: Baxer Meadows Phase 4 Project Engineer:Keith Waring j:\2005\b05-016\024\watercad\ph4.wcd Thomas,Dean&Hoskins Inc WaterCAD v6.5[6.5120] 05/23/07 05:14:50 PM 0 Haestad Methods, Inc 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 2 of 2 Scenario: Baxter Ph 4 Max vay Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Calculated Demand Pressure (ft) WO Hydraulic Grade (Calculated) (psi) (ft) WO J-661 4,700.00 BM-4 Demand 2.65 Fixed 4,911.19 2.65 91.37 J-662 4,700.00 BM-4 Demand 3.53 Fixed 4,911.20 3.53 91.38 J-663 4,700.00 BM-4 Demand 3.53 Fixed 4,911.21 3.53 91.38 J-664 4,700.00 BM-4 Demand 4.41 Fixed 4,911.22 4.41 91.38 J-665 4,700.00 BM-4 Demand 4.41 Fixed 4,911.28 4.41 91.41 J-666 4,700.00 BM-4 Demand 0.00 Fixed 4,911.36 0.00 91.44 J-667 4,700.00 BM-4 Demand 0.00 Fixed 4,911.19 0.00 91.37 J-668 4,700.00 BM-4 Demand 1.76 Fixed 4,911.41 1.76 91.47 J-670 4,700.00 BM-4 Demand 4.41 Fixed 4,911.33 4.41 91.43 J-673 4,700.00 BM-4 Demand 24.46 Fixed 4,911.19 24.46 91.37 J-674 4,700.00 BM-4 Demand 5.29 Fixed 4,911.19 5.29 91.37 J-675 4,700.00 BM-4 Demand 44.98 Fixed 4,911.23 44.98 91.39 J-676 4,700.00 BM-4 Demand 4.41 Fixed 4,911.20 4.41 91.37 J-677 4,700.00 BM-4 Demand 7.06 Fixed 4,911.19 7.06 91.37 J-678 4,700.00 BM-4 Demand 15.88 Fixed 4,911.19 15.88 91.37 J-679 4,700.00 BM-4 Demand 10.58 Fixed 4,911.19 10.58 91.37 J-680 4,700.00 13M-4 Demand 14.11 Fixed 4,911.19 14.11 91.37 J-681 4,700.00 BM-4 Demand 13.23 Fixed 4,911.19 13.23 91.37 J-682 1 4,700.00 BM-4 I Demand 1 7.06 1 Fixed 1 4,911.191 7.061 91.37 Title:Baxer Meadows Phase 4 Project Engineer:Keith Waring j:\2005\b05-016\024\watercad\ph4.wcd Thomas,Dean&Hoskins Inc WaterCAD v6.5[6.5120] 05/23/07 05:16:34 PM ©Haestad Methods, Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 Scenario: Baxter Ph 4 Max Day P-725 J-613 �J-1058 J-614 P-759 P-721 P-724 J-1061 J-1059. )bl 2 —:� ao rn J-606 P-777 J-604� ti CO LO � a a CO a til til al a P-633 -1063 P-784 »J-627 P-783 1J-1066 P-635 �J-1067 �J-1068 J-1069 �J-1070 J-1062 P-636 P-650 P-606 P-841 J-677 P-842 J-678 P-843 J-679 0 J-661. c0 1 a , ;o 00 � � r N a J-682 P-847 J-681 P-846 J-680 .J-1075 3 J-662 - -- ` DAVIS LANE CO (D � r O � � -0 00 DO . a o J-630 J-67(T-83 J-673 P-834 -667 J-6<06 Un \` aFUTUR °° J-675CD J-66 J-629 665 J-6701 5 8 0 CL � 2 00 P-807a P-828 J-628 VAQUERO PARKWAY 666 668` Title: Baxer Meadows Phase 4 Project Engineer: Keith Waring j:\2005\b05-016\024\watercad\ph4 wcd Thomas,Dean&Hoskins Inc WaterCAD v6 5[6 5120] 05/24/07 08:48:42 AM ©Haestad Methods, Inc 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 Scenario: Baxter Ph 4 Max Day VNI IHIL 1.KtCI�JUCUIVIJIVIV YI"IHJCIIIQ •d` Q UJ-14 P•Ir 1"�F11 1370 U J•It d 115 » PIO�-� Pzi A JJ0 1��p21A b 19 Qa� P-05e •f>,OJg1 .LJ90250 ,4WOR3i0 J•763 ryj J-46 d Rq0 1»r y12• J•O Ritnl aP®J•r% P@ J•12 \_� P-fit P-12® J• 111a • 1� }� Hr � pq d J-9II - — ° r 6 QA~ tao ono fro d JJD'0P37/ •91 J•16. JSr J-30e t i3Rt dJ Pa8 P-3 193 O d JaYr 110r (sip J•1Pr _ P-31a oA v R J1716 d � jt j 1r q1�, d d c J,1r R787 JOSr J.17r P'0a n r DEADMAN'S GULCH ROAD d Ja03 n4Jr J-5]5 P-n2 ,J.ts� � J-aa J�2 R19 a Ralu Jmo GALLATIN CENTER 1 J811 P-776 tOM 1. dg I FERGUSON ROAD d d d 508 J-591 P-M7 1582 P_T29 J- P-719 P-�] �5 J-''7fi P'616 J-S/3 J-5 s J-5 7 P-M9 Ja36 Ja37 i500 11o11 d R704 P-740 o d Ja19 27TH AVENUE N.19TH AVENUE mG J•109�1 JRO Ja4o JatOR760 •A4 190 J-5BB R712 4i P,, — Jh07 J-1028 � d n Ji41 d IN. y i p4w7 P�9 z R Ja17 a 1iJ4M2 R703 1f000—' J4" Q 1070 d J406 J007 J-5]1 d R763 •672 J-0OS R742 P-762 J416 a d R 4 R a"p°11oc ° d q0 R 70 JS93 d Y1041 d J@22 d 1581 P-701 I�mN J470p �• J4O0 d d 1z J-5B0 - J'23 P714110J0 P-715 141.�115d 3.1092 -559 Ja15 $00 P-no — JJD* Iwc J'IOA J�00 J-1051 J£OB R745 P-781 �0 J-Me P709 J-5B5 d1 �J300 A �. O . Jd00 P4397 a � Q I d 'Y hT, t0lM P T21 P M5 P 724 IOOt Ja14 p-759 Ja13 0- KY J-105B 0' =� d JS 4 JaOfi RTI] J4ID4� w V 1�1 d d Q 0 P-B02 Ja20a P-14 r, .F$ 12 d P 17'J P-�3 J-1°E P-]B4 7 P-7B3 tOM P-6 5 1007 J-106B 110� 1070 — J-IOOI Ja10 P-750 1%7 - J-595 J-1pe2 � Pa3fi p-C{9 I-11 qq / J•001 P-B41 J V?P-842 J a P-843 Ja78 Y g d a q BAXTER MEADOWS SUBDIVISION-PHASE 1 / Jfom P d Jpo J•002 P017 J 1 P-846 JOEO J40 DAVIS LANE 0 o Ja30 J3 JOr —3 R.34 ' ' P P so Ja53 ° FUTURE DEVELOPMENT �i JOTS A d » J OOa 0 J•1 R11 J•T30 P140 J-140 "10 J•010 0-WO 1520 P-530 J-540535 1340a Jm5 •�'O S 6 P 30 ROD7 R878 0 J•»0 VAQUERO PARKWAY JaSfi Jffis J•110 P W P•701, J. J•100 1 PiN4r P 0 QQ P. 1J43p370 P Jmt p$9 OAK STREET J•7W _ Paco d Js3� ;760 1Mo py7 °J.to P�po -- — — vw vwnJc 1 v1W Title: Baxer Meadows Phase 4 Project Engineer: Keith Waring j:\2005\b05-016\024\watercad\ph4.wcd Thomas,Dean&Hoskins Inc WaterCAD v6.5[6.5120] 05/24/07 08:57:57 AM ©Haestad Methods, Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 Scenario: Baxter Ph 4 Peak hour Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Calculated Demand Pressure (ft) (gpm) Hydraulic Grade (Calculated) (psi) (ft) (gpm) J-569 4,690.00 BM-2A Demand 6.59 Fixed 4,909.32 6.59 94.89 J-571 4,687.50 BM-26 Demand 6.58 Fixed 4,909.14 6.58 95.89 J-572 4,691.00 BM-213 Demand 100.00 Fixed 4,908.80 100.00 94.23 J-573 4,686.00 BM-2B Demand 100.00 Fixed 4,908.76 100.00 96.38 J-574 4,700.00 BM-2B Demand 0.00 Fixed 4,908.76 0.00 90.32 J-576 4,700.00 BM-2B Demand 0.00 Fixed 4,908.86 0.00 90.36 J-578 4,678.00 BM-3 Demand 0.00 Fixed 4,909.39 0.00 100.11 J-579 4,686.00 BM-3 Demand 3.89 Fixed 4,909.38 3.89 96.65 J-580 4,689.50 BM-3 Demand 3.89 Fixed 4,909.38 3.89 95.13 J-581 4,689.00 BM-3 Demand 4.59 Fixed 4,909.38 4.59 95.35 J-582 4,689.60 BM-3 Demand 3.17 Fixed 4,909.38 3.17 95.09 J-583 4,685.50 BM-3 Demand 3.88 Fixed 4,909.38 3.88 96.86 J-584 4,694.50 BM-3 Demand 2.12 Fixed 4,909.38 2.12 92.97 J-585 4,694.30 BM-3 Demand 1.76 Fixed 4,909.38 1.76 93.05 J-586 4,691.90 BM-3 Demand 3.17 Fixed 4,909.38 3.17 94.09 J-587 4,683.00 BM-3 Demand 3.88 Fixed 4,909.38 3.88 97.94 J-588 4,694.30 BM-3 Demand 3.53 Fixed 4,909.38 3.53 93.05 J-589 4,696.00 BM-3 Demand 2.82 Fixed 4,909.38 2.82 92.32 J-590 4,680.70 BM-3 Demand 1.41 Fixed 4,909.38 1.41 98.94 J-591 4,678.00 BM-3 Demand 3.53 Fixed 4,909.38 3.53 100.11 J-592 4,680.00 BM-3 Demand 0.00 Fixed 4,909.38 0.00 99.24 J-593 4,695.00 BM-3 Demand 0.00 Fixed 4,909.38 0.00 92.75 J-594 4,696.00 BM-3 Demand 1.41 Fixed 4,909.38 1.41 92.32 J-595 4,695.00 BM-3 Demand 0.00 Fixed 4,909.38 0.00 92.75 J-596 4,687.30 BM-3 Demand 1.06 Fixed 4,909.39 1.06 96.09 J-597 4,695.00 BM-3 Demand 1.41 Fixed 4,909.40 1.41 92.76 J-600 4,686.00 BM-phase 1 Demand 3.84 Fixed 4,909.37 3.84 96.64 J-604 4,691.00 BM-phase 1 Demand 3.84 Fixed 4,909.40 3.84 94.49 J-605 4,687.00 BM-2c&d Demand 0.00 Fixed 4,909.35 0.00 96.20 J-606 4,690.00 BM-phase 1 Demand 3.84 Fixed 4,909.40 3.84 94.92 J-607 4,685.00 BM-2c&d Demand 3.84 Fixed 4,909.35 3.84 97.07 J-608 4,687.00 BM-phase 1 Demand 3.84 Fixed 4,909.37 3.84 96.21 J-611 4,668.00 BM-phase 1 Demand 3.84 Fixed 4,909.42 3.84 104.45 J-612 4,690.00 BM-2c&d Demand 0.00 Fixed 4,909.36 0.00 94.91 J-613 4,695.41 BM-2A Demand 10.59 Fixed 4,909.42 10.59 92.59 J-614 4,694.00 BM-2A Demand 10.59 Fixed 4,909.41 10.59 93.20 J-615 4,694.88 BM-2A Demand 16.67 Fixed 4,909.31 16.67 92.77 J-616 4,690.00 BM-2B Demand 6.58 Fixed 4,909.06 6.58 94.77 J-617 4,690.00 BM-2B Demand 80.00 Fixed 4,909.04 80.00 94.77 J-620 4,677.00 BM-phase 1 Demand 3.84 Fixed 4,909.39 3.84 100.54 J-623 4,686.00 BM-3 Demand 3.84 Fixed 4,909.39 3.84 96.65 J-624 4,685.00 BM-phase 1 Demand 0.00 Fixed 4,909.39 0.00 97.08 J-625 4,678.00 BM-phase 1 Demand 1.19 Fixed 4,909.39 1.19 100.11 J-626 4,675.00 BM-phase 1 Demand 3.84 Fixed 4,909.39 3.84 101.41 J-627 4,692.00 BM-phase 1 Demand 3.84 Fixed 4,909.44 3.84 94.07 J-630 4,708.00 BM-1 Demand 1.19 Fixed 4,910.69 1.19 87.69 J-631 4,727.00 BM-1 Demand 1.19 Fixed 4,912.37 1.19 80.20 J-636 4,691.00 BM-2c&d Demand 3.84 Fixed 4,909.35 3.84 94.47 J-637 4,681.00 BM-6 Demand 15.88 Fixed 4,909.35 15.88 98.80 J-638 4,680.00 BM-6 Demand 1.41 Fixed 4,909.35 1.41 99.23 J-639 4,683.00 BM-6 Demand 1.76 Fixed 4,909.35 1.76 97.93 J-640 1 4,681.00 BM-6 Demand 1.41 Fixed 4,909.35 1.41 98.80 Title: Baxer Meadows Phase 4 Project Engineer: Keith Waring j:\2005\bO5-016\024\watercad\ph4.wcd Thomas,Dean&Hoskins Inc WaterCAD v6.5[6.5120] 05/24/07 08:39:22 AM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 2 Scenario: Baxter Ph 4 Peak hour Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Calculated Demand Pressure (ft) (gpm) Hydraulic Grade (Calculated) (psi) (ft) (gpm) J-641 4,682.80 BM-6 Demand 1.76 Fixed 4,909.35 1.76 98.02 J-642 4,685.00 BM-6 Demand 3.18 Fixed 4,909.35 3.18 97.07 J-661 4,700.00 BM-4 Demand 3.18 Fixed 4,910.71 3.18 91.17 J-662 4,700.00 BM-4 Demand 4.23 Fixed 4,910.72 4.23 91.17 J-663 4,700.00 BM-4 Demand 4.23 Fixed 4,910.73 4.23 91.17 J-664 4,700.00 BM-4 Demand 5.29 Fixed 4,910.74 5.29 91.18 J-665 4,700.00 BM-4 Demand 5.29 Fixed 4,910.81 5.29 91.21 J-666 4,700.00 13M-4 Demand 0.00 Fixed 4,910.89 0.00 91.24 J-667 4,700.00 BM-4 Demand 0.00 Fixed 4,910.72 0.00 91.17 J-668 4,700.00 BM-4 Demand 2.12 Fixed 4,910.94 2.12 91.26 J-670 4,700.00 BM-4 Demand 5.29 Fixed 4,910.86 5.29 91.23 J-673 4,700.00 BM-4 Demand 29.35 Fixed 4,910.72 29.35 91.17 J-674 4,700.00 BM-4 Demand 6.35 Fixed 4,910.72 6.35 91.17 J-675 4,700.00 BM-4 Demand 53.98 Fixed 4,910.75 53.98 91.18 J-676 4,700.00 BM-4 Demand 5.29 Fixed 4,910.72 5.29 91.17 J-677 4,700.00 BM-4 Demand 8.47 Fixed 4,910.71 8.47 91.16 J-678 4,700.00 BM-4 Demand 19.05 Fixed 4,910.71 19.05 91.16 J-679 4,700.00 BM-4 Demand 12.70 Fixed 4,910.71 12.70 91.16 J-680 4,700.00 BM-4 Demand 16.93 Fixed 4,910.71 16.93 91.16 J-681 4,700.00 BM-4 Demand 15.88 Fixed 4,910.71 15.88 91.16 J-682 4,700.00 BM-4 Demand 8.47 Fixed 4,910.71 8.47 91.16 J-700 4,714.00 BM-1 Demand 25.00 Fixed 4,913.83 25.00 86.46 J-1004 4,669.00 BM-phase 1 Demand 3.84 Fixed 4,909.46 3.84 104.03 J-1011 4,681.00 BM-2c&d Demand 1.19 Fixed 4,909.43 1.19 98.83 J-1027 4,675.00 BM-phase 1 Demand 3.84 Fixed 4,909.39 3.84 101.41 J-1028 4,677.00 BM-phase 1 Demand 3.84 Fixed 4,909.39 3.84 100.54 J-1030 4,685.00 BM-2c&d Demand 3.84 Fixed 4,909.41 3.84 97.09 J-1041 4,678.00 BM-phase 1 Demand 3.84 Fixed 4,909.39 3.84 100.11 J-1042 4,685.00 BM-phase 1 Demand 3.84 Fixed 4,909.39 3.84 97.08 J-1050 4,687.00 BM-2c&d Demand 1.19 Fixed 4,909.40 1.19 96.22 J-1051 4,692.00 BM-2c&d Demand 3.84 Fixed 4,909.37 3.84 94.04 J-1052 4,687.00 BM-2c&d Demand 3.84 Fixed 4,909.36 3.84 96.20 J-1059 4,685.00 BM-phase 1 Demand 3.84 Fixed 4,909.40 3.84 97.09 J-1061 4,692.00 BM-phase 1 Demand 3.84 Fixed 4,909.40 3.84 94.06 J-1062 4,687.00 BM-1 Demand 3.84 Fixed 4,909.40 3.84 96.22 J-1063 4,685.00 BM-phase 1 Demand 3.84 Fixed 4,909.40 3.84 97.09 J-1066 4,692.00 BM-2A Demand 6.67 Fixed 4,909.49 6.67 94.10 J-1067 4,702.00 BM-2A Demand 6.67 Fixed 4,909.59 6.67 89.82 J-1070 4,697.00 BM-1 Demand 1.19 Fixed 4,910.25 1.19 92.26 J-1075 4,702.00 BM-1 Demand 1.19 Fixed 4,910.51 1.19 90.21 J-1093 1 4,677.00 BM-phase 1 1 Demand 1 3.841 Fixed 1 4,909.391 3.841 100.54 Title: Baxer Meadows Phase 4 Project Engineer: Keith Waring j:\2005\bO5-016\024\watercad\ph4.wcd Thomas,Dean&Hoskins Inc WaterCAD v6.5[6.5120] 05/24/07 08:39:22 AM ©Haestad Methods, Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 2 of 2 Scenario: Baxter Ph 4 Peak hour Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Calculated Demand Pressure (ft) (gpm) Hydraulic Grade (Calculated) (psi) (ft) (gpm) J-661 4,700.00 BM-4 Demand 3.18 Fixed 4,910.71 3.18 91.17 J-662 4,700.00 BM-4 Demand 4.23 Fixed 4,910.72 4.23 91.17 J-663 4,700.00 BM-4 Demand 4.23 Fixed 4,910.73 4.23 91.17 J-664 4,700.00 BM-4 Demand 5.29 Fixed 4,910.74 5.29 91.18 J-665 4,700.00 BM-4 Demand 5.29 Fixed 4,910.81 5.29 91.21 J-666 4,700.00 BM-4 Demand 0.00 Fixed 4,910.89 0.00 91.24 J-667 4,700.00 BM-4 Demand 0.00 Fixed 4,910.72 0.00 91.17 J-668 4,700.00 BM-4 Demand 2.12 Fixed 4,910.94 2.12 91.26 J-670 4,700.00 BM-4 Demand 5.29 Fixed 4,910.86 5.29 91.23 J-673 4,700.00 BM-4 Demand 29.35 Fixed 4,910.72 29.35 91.17 J-674 4,700.00 BM-4 Demand 6.35 Fixed 4,910.72 6.35 91.17 J-675 4,700.00 BM-4 Demand 53.98 Fixed 4,910.75 53.98 91.18 J-676 4,700.00 BM-4 Demand 5.29 Fixed 4,910.72 5.29 91.17 J-677 4,700.00 BM-4 Demand 8.47 Fixed 4,910.71 8.47 91.16 J-678 4,700.00 13M-4 Demand 19.05 Fixed 4,910.71 19.05 91.16 J-679 4,700.00 BM-4 Demand 12.70 Fixed 4,910.71 12.70 91.16 J-680 4,700.00 BM-4 Demand 16.93 Fixed 4,910.71 16.93 91.16 J-681 4,700.00 BM-4 Demand 15.88 Fixed 4,910.71 15.88 91.16 J-682 1 4,700.00 BM-4 IDemand 18.471 Fixed 1 4,910.711 8.47191.16 Title: Baxer Meadows Phase 4 Project Engineer:Keith Waring j:\2005\b05-016\024\watercad\ph4.wcd Thomas,Dean&Hoskins Inc WaterCAD v6.5[6.5120] 05/24/07 08:38:55 AM ©Haestad Methods, Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 Scenario: Baxter Ph 4 Peak Hour J-1058 P-725 � J-614 p_759 J-613 J-1059. P-721• P-724�J-1061 - - • 00 J-606 P-777 J-604� I� 1, 00 CV LO a i a P-633 J-1063 P-784 J-627 P-783 J-1066 P-635 J-1067 J-1068 J-1069 J-1070 J-1062 P-636 P-650 P-606 P-841 J-677 P-842 J-678 P-843 J-679 o J-661• a 00 00 00 a IQa J-682 P-847 J-681 P-846 J-680 .J-1075 • DAVIS LANE J-662 c i a) LO 14 o � -0 CO ,I %�, a a o J-630 N J-670-839, J-673 P-834 ,F J-667 J-663 �o M -10 Q a FUTU R 00 J-675 0 r J-664 A � �J-629 V a J-665 J-670 I 00 • P,825 00 P-807a P-828 J-628 VAQUERO PARKWAY J 666 J-668 Title: Baxer Meadows Phase 4 Project Engineer: Keith Waring j:\2005\b05-016\024\watercad\ph4.wcd Thomas,Dean&Hoskins Inc WaterCAD v6 5[6.5120] 05/24/07 08:46:49 AM ©Haestad Methods, Inc 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Page 1 of 1 Scenario: Baxter Ph4 Avg Lay Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Calculated Demand Pressure (ft) (gpm) Hydraulic Grade (Calculated) (psi) (ft) (gpm) J-569 4,690.00 BM-2A Demand 6.59 Fixed 4,910.80 6.59 95.53 J-571 4,687.50 BM-213 Demand 6.58 Fixed 4,910.61 6.58 96.53 J-572 4,691.00 BM-213 Demand 100.00 Fixed 4,910.23 100.00 94.85 J-573 4,686.00 BM-2B Demand 100.00 Fixed 4,910.18 100.00 96.99 J-574 4,700.00 BM-213 Demand 0.00 Fixed 4,910.18 0.00 90.94 J-576 4,700.00 BM-213 Demand 0.00 Fixed 4,910.27 0.00 90.97 J-578 4,678.00 BM-3 Demand 0.00 Fixed 4,910.85 0.00 100.74 J-579 4,686.00 BM-3 Demand 3.89 Fixed 4,910.84 3.89 97.28 J-580 4,689.50 BM-3 Demand 3.89 Fixed 4,910.84 3.89 95.76 J-581 4,689.00 BM-3 Demand 4.59 Fixed 4,910.84 4.59 95.98 J-582 4,689.60 BM-3 Demand 3.17 Fixed 4,910.84 3.17 95.72 J-583 4,685.50 BM-3 Demand 3.88 Fixed 4,910.84 3.88 97.49 J-584 4,694.50 BM-3 Demand 2.12 Fixed 4,910.84 2.12 93.60 J-585 4,694.30 BM-3 Demand 1.76 Fixed 4,910.84 1.76 93.69 J-586 4,691.90 BM-3 Demand 3.17 Fixed 4,910.84 3.17 94.72 J-587 4,683.00 BM-3 Demand 3.88 Fixed 4,910.84 3.88 98.57 J-588 4,694.30 BM-3 Demand 3.53 Fixed 4,910.84 3.53 93.69 J-589 4,696.00 BM-3 Demand 2.82 Fixed 4,910.84 2.82 92.95 J-590 4,680.70 BM-3 Demand 1.41 Fixed 4,910.84 1.41 99.57 J-591 4,678.00 BM-3 Demand 3.53 Fixed 4,910.84 3.53 100.74 J-592 4,680.00 BM-3 Demand 0.00 Fixed 4,910.84 0.00 99.87 J-593 4,695.00 BM-3 Demand 0.00 Fixed 4,910.84 0.00 93.38 J-594 4,696.00 BM-3 Demand 1.41 Fixed 4,910.84 1.41 92.95 J-595 4,695.00 BM-3 Demand 0.00 Fixed 4,910.84 0.00 93.38 J-596 4,687.30 BM-3 Demand 1.06 Fixed 4,910.86 1.06 96.72 J-597 4,695.00 BM-3 Demand 1.41 Fixed 4,910.86 1.41 93.39 J-600 4,686.00 BM-phase 1 Demand 3.84 Fixed 4,910.84 3.84 97.28 J-604 4,691.00 BM-phase 1 Demand 3.84 Fixed 4,910.86 3.84 95.12 J-605 4,687.00 BM-2c&d Demand 0.00 Fixed 4,910.82 0.00 96.84 J-606 4,690.00 BM-phase 1 Demand 3.84 Fixed 4,910.86 3.84 95.56 J-607 4,685.00 BM-2c&d Demand 3.84 Fixed 4,910.82 3.84 97.70 J-608 4,687.00 BM-phase 1 Demand 3.84 Fixed 4,910.83 3.84 96.84 J-611 4,668.00 BM-phase 1 Demand 3.84 Fixed 4,910.87 3.84 105.08 J-612 4,690.00 BM-2c&d Demand 0.00 Fixed 4,910.82 0.00 95.54 J-613 4,695.41 BM-2A Demand 10.59 Fixed 4,910.92 10.59 93.24 J-614 4,694.00 BM-2A Demand 10.59 Fixed 4,910.91 10.59 93.85 J-615 4,694.88 BM-2A Demand 16.67 Fixed 4,910.79 16.67 93.41 J-616 4,690.00 BM-213 Demand 6.58 Fixed 4,910.51 6.58 95.41 J-617 4,690.00 BM-213 Demand 80.00 Fixed 4,910.50 80.00 95.40 J-620 4,677.00 BM-phase 1 Demand 3.84 Fixed 4,910.85 3.84 101.17 J-623 4,686.00 BM-3 Demand 3.84 Fixed 4,910.85 3.84 97.28 J-624 4,685.00 BM-phase 1 Demand 0.00 Fixed 4,910.85 0.00 97.71 J-625 4,678.00 BM-phase 1 Demand 1.19 Fixed 4,910.85 1.19 100.74 J-626 4,675.00 BM-phase 1 Demand 3.84 Fixed 4,910.85 3.84 102.04 J-627 4,692.00 BM-phase 1 Demand 3.84 Fixed 4,910.91 3.84 94.71 J-630 4,708.00 BM-1 Demand 1.19 Fixed 4,912.50 1.19 88.48 J-631 4,727.00 BM-1 Demand 1.19 Fixed 4,913.86 1.19 80.85 J-636 4,691.00 BM-2c&d Demand 3.84 Fixed 4,910.82 3.84 95.11 J-637 4,681.00 BM-6 Demand 15.88 Fixed 4,910.82 15.88 99.43 J-638 4,680.00 BM-6 Demand 1.41 Fixed 4,910.82 1.41 99.86 J-639 4,683.00 BM-6 Demand 1.76 Fixed 4,910.82 1.76 98.57 J-640 4,681.00 BM-6 Demand 1.41 Fixed 4,910.82 1.41 99.43 Title: Baxer Meadows Phase 4 Project Engineer: Keith Waring j:\2005\b05-016\024\watercad\ph4.wcd Thomas,Dean&Hoskins Inc WaterCAD v6 5[6.5120] 05/23/07 05:04:32 PM ©Haestad Methods, Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 2 Scenario: Baxter Ph4 Avg uay Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Calculated Demand Pressure (ft) (gpm) Hydraulic Grade (Calculated) (psi) (ft) (gpm) J-641 4,682.80 BM-6 Demand 1.76 Fixed 4,910.82 1.76 98.65 J-642 4,685.00 BM-6 Demand 3.18 Fixed 4,910.82 3.18 97.70 J-661 4,700.00 BM-4 Demand 1.06 Fixed 4,912.60 1.06 91.98 J-662 4,700.00 BM-4 Demand 1.41 Fixed 4,912.61 1.41 91.98 J-663 4,700.00 BM-4 Demand 1.41 Fixed 4,912.61 1.41 91.99 J-664 4,700.00 BM-4 Demand 1.76 Fixed 4,912.62 1.76 91.99 J-665 4,700.00 BM-4 Demand 1.76 Fixed 4,912.67 1.76 92.01 J-666 4,700.00 BM-4 Demand 0.00 Fixed 4,912.72 0.00 92.04 J-667 4,700.00 BM-4 Demand 0.00 Fixed 4,912.54 0.00 91.96 J-668 4,700.00 BM-4 Demand 0.71 Fixed 4,912.76 0.71 92.05 J-670 4,700.00 BM-4 Demand 1.76 Fixed 4,912.71 1.76 92.03 J-673 4,700.00 BM-4 Demand 9.78 Fixed 4,912.59 9.78 91.98 J-674 4,700.00 BM-4 Demand 2.12 Fixed 4,912.59 2.12 91.98 J-675 4,700.00 BM-4 Demand 17.99 Fixed 4,912.63 17.99 91.99 J-676 4,700.00 BM-4 Demand 1.76 Fixed 4,912.60 1.76 91.98 J-677 4,700.00 BM-4 Demand 2.82 Fixed 4,912.59 2.82 91.98 J-678 4,700.00 BM-4 Demand 6.35 Fixed 4,912.59 6.35 91.98 J-679 4,700.00 BM-4 Demand 4.23 Fixed 4,912.59 4.23 91.98 J-680 4,700.00 BM-4 Demand 5.64 Fixed 4,912.59 5.64 91.98 J-681 4,700.00 BM-4 Demand 5.29 Fixed 4,912.59 5.29 91.98 J-682 4,700.00 BM-4 Demand 2.82 Fixed 4,912.59 2.82 91.98 J-700 4,714.00 BM-1 Demand 25.00 Fixed 4,915.01 25.00 86.97 J-1004 4,669.00 BM-phase 1 Demand 3.84 Fixed 4.910.89 3.84 104.65 J-1011 4,681.00 BM-2c&d Demand 1.19 Fixed 4,910.87 1.19 99.45 J-1027 4,675.00 BM-phase 1 Demand 3.84 Fixed 4,910.85 3.84 102.04 J-1028 4,677.00 BM-phase 1 Demand 3.84 Fixed 4,910.85 3.84 101.17 J-1030 4,685.00 BM-2c&d Demand 3.84 Fixed 4,910.86 3.84 97.72 J-1041 4,678.00 BM-phase 1 Demand 3.84 Fixed 4,910.85 3.84 100.74 J-1042 4,685.00 BM-phase 1 Demand 3.84 Fixed 4,910.85 3.84 97.71 J-1050 4,687.00 BM-2c&d Demand 1.19 Fixed 4,910.86 1.19 96.85 J-1051 4,692.00 BM-2c&d Demand 3.84 Fixed 4,910.83 3.84 94.68 J-1052 4,687.00 BM-2c&d Demand 3.84 Fixed 4,910.83 3.84 96.84 J-1059 4,685.00 BM-phase 1 Demand 3.84 Fixed 4,910.86 3.84 97.72 J-1061 4,692.00 BM-phase 1 Demand 3.84 Fixed 4,910.87 3.84 94.69 J-1062 4,687.00 BM-1 Demand 3.84 Fixed 4,910.86 3.84 96.86 J-1063 4,685.00 BM-phase 1 Demand 3.84 Fixed 4,910.87 3.84 97.72 J-1066 4,692.00 BM-2A Demand 6.67 Fixed 4,910.98 6.67 94.74 J-1067 4,702.00 BM-2A Demand 6.67 Fixed 4,911.13 6.67 90.48 J-1070 4,697.00 BM-1 Demand 1.19 Fixed 4,911.94 1.19 93.00 J-1075 4,702.00 BM-1 Demand 1.19 Fixed 4,912.27 1.19 90.98 J-1093 1 4,677.00 BM-phase 1 1 Demand 1 3.841 Fixed 1 4,910.851 3.841 101.17 Title: Baxer Meadows Phase 4 Project Engineer: Keith Waring j:\2005\b05-016\024\watercad\ph4.wcd Thomas,Dean&Hoskins Inc WaterCAD v6.5[6.51201 05/23/07 05:04:32 PM ©Haestad Methods, Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 2 of 2 Scenario: Baxter Ph4 Avg uay Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern Calculated Demand Pressure (ft) (gpm) Hydraulic Grade (Calculated) (psi) (ft) (gpm) J-661 4,700.00 BM-4 Demand 1.06 Fixed 4,912.60 1.06 91.98 J-662 4,700.00 BM-4 Demand 1.41 Fixed 4,912.61 1.41 91.98 J-663 4,700.00 BM-4 Demand 1.41 Fixed 4,912.61 1.41 91.99 J-664 4,700.00 BM-4 Demand 1.76 Fixed 4,912.62 1.76 91.99 J-665 4,700.00 BM-4 Demand 1.76 Fixed 4,912.67 1.76 92.01 J-666 4,700.00 BM-4 Demand 0.00 Fixed 4,912.72 0.00 92.04 J-667 4,700.00 BM-4 Demand 0.00 Fixed 4,912.54 0.00 91.96 J-668 4,700.00 BM-4 Demand 0.71 Fixed 4,912.76 0.71 92.05 J-670 4,700.00 BM-4 Demand 1.76 Fixed 4,912.71 1.76 92.03 J-673 4,700.00 BM-4 Demand 9.78 Fixed 4,912.59 9.78 91.98 J-674 4,700.00 BM-4 Demand 2.12 Fixed 4,912.59 2.12 91.98 J-675 4,700.00 BM-4 Demand 17.99 Fixed 4,912.63 17.99 91.99 J-676 4,700.00 BM-4 Demand 1.76 Fixed 4,912.60 1.76 91.98 J-677 4,700.00 BM-4 Demand 2.82 Fixed 4,912.59 2.82 91.98 J-678 4,700.00 BM-4 Demand 6.35 Fixed 4,912.59 6.35 91.98 J-679 4,700.00 BM-4 Demand 4.23 Fixed 4,912.59 4.23 91.98 J-680 4,700.00 BM-4 Demand 5.64 Fixed 4,912.59 5.64 91.98 J-681 4,700.00 BM-4 Demand 5.29 Fixed 4,912.59 5.29 91.98 J-682 1 4,700.00 BM-4 I Demand 1 2.821 Fixed 1 4,912.591 2.82191.98 Title: Baxer Meadows Phase 4 Project Engineer:Keith Waring j:\2005\b05-016\024\watercad\ph4 wcd Thomas,Dean&Hoskins Inc WaterCAD v6.5[6.51201 05/23/07 05:06:06 PM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 Scenario: Baxter Ph4 Avg Day '�J-1058 P-725 J-614 P-759 J-613 J-1059 . P-721• P-724�J-1061 00 J-606 P-777 J-604(0 1 00 N r� CL P-633 J-1063 P-784 J-627 P-783 J-1066 P-635 LJ-167 J-1068 J-1069 J-1070 J-1062 P-636 P-650 P-606 P-841 J-677 P-842 J-678 P-843 J-679 cO J-661• CO CO -o It 00 ao . 00 a ( J-1075aJ-682 P-847 J-681 P-846 J-680 DAVIS LANE J-662 • f CO 00 CO ; a o J-630 J-679-839 J-673 P-834 X- 'J-667 J-663 ILO FUTU R CY o - '' J-675 a J-664 A � �J-629 •J-665 J-6700 0 CO 0) P-825 0 P-807a P-828 J-628 VAQUERO PARKWAY • • J-666 J-668 .p Title:Baxer Meadows Phase 4 Project Engineer: Keith Waring j:\2005\b05-016\024\watercad\ph4.wcd Thomas,Dean&Hoskins Inc WaterCAD v6 5[6.5120] 05/24/07 08:49:11 AM 0 Haestad Methods, Inc 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 X M C VI L Q 3p d w W W f� r M 0 0 'ITm W w t (0 -ItW d 0r M W M W r O W W O? m m W O) W d N W W d W d N lL U 66 r (V d 6 0 o O 0 0 o o 0 0 0 o O r 0 0 0 0 0 o 0 0 o r o c o o j( S r N O m o W N O r m d It M m m m W M W O) O W co m m W W O d m M N n W W O d r W N U L W N O O O N W W O W W W W r N co m m N O) r O r M MW O) W W W W W d 0 W W II Lo C M r O O d W tD O WlO M O r d O N O NI W W W O N N O .- W r r O) O N mN r W N 0 N N N N N r N N (V N N N m N m N N r N N N N (V N N N N N r N N r N - N N W ^, U V7 Q U N C W W r W Q1 W N O W N r W r r O W M M W N M r W d o W d pp N W N O N co W m r N W p • W W r r W V (D r N m d O N r r W W N m 0 01 W r W O) W r m Cl r O) N O) W W O d W J F F E O N N M M N W a0 M N N O M W O r r W O W O N r r N N Oj W N d N M r r o LL r r r � � � r r � � r r W � W W d O) W W W M W N O d N O M 01 W r 0 W W M m O) M M O d m r O d d W W W W C U N N U W W yy M O r m O m N o W W d W d W N W W O r r m W r W W N N N W W W M m r �1 Q (p W W 7 0 W O) r W (h W d O N d N W N W O) N a0 N (D O W W W O) N N r O W d m d W N d O O r r N W O N O r O O 0 0 0 0 0 0 0 0 O r r O 0 o 0 0 0 - o 0 r 0 - 0 0 0 00 W W W W W W W W W d d N N N N N N N N W W W W W W W W W W W W W W W W W W W W W W N N W W m m V d W W W W (n W Wo d d d d d d d d V d d d d d a " d d 7 d d 0 0 0 0 0 d 6 0 0 0 0 0 0 0 0 0 o 0 o o o o 0 0 o o 0 6 0 0 0 0 0 W (0 W r r a N W n M O) W - M N N (O N W (h M O r o W r W O W N M m n M N O) W r r C W N m (� N W W M N N O M m O r ! r W Oj W Oj M r N N N Oj (V d N r - - r m - r r 12 r r r - - r r r r r r r m r W L N C d W W W W m W -Itm N m M O M W d r d d W d W W d d N M m W O W O r W W W M W W W E W W d W r r N O d r t0 N d d m d d N V W O r W W O) r W Cl N W r (7 O M m W m M W M N M N N M M M r- r d N N N 46 N N 1-1 N C ,C (j N •� a W W W n o 0 o W o o W W W r o 0 0 o W o 0 o W o 0 o d m o 0 0 0 o m o 0 0 0 0 0 r N O) m W O M m W W m W N W M N M M W O) d d W O W W O) W M O d Itd W d -It (O y W -ItN M M r m M d M W -Itm co m m co r d N m M M 'ITm m N W N N N W N N N a _ � o w U m T Oo •� of n m M W co W N O) N O O O M M W W W In W O O O) O) O M m O W W W N 0) M O O O O r O O WQLL U O) NNN N N N O) W 1� O O I: r r N N N 0 I� r r r W r r N Ob 2mm �- N (V (V N r (V N r N N N N r r N N f0 3 to M > n L � a m r •Q Z O -oX ,p •� p rn rn rn rn rn r rn n rn rn rn rn m rn rn rn rn rn rn rn m rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn m rn rn rn rn 1MM0 7 41 F Y (o (� %D W (D 7 (� v (� (� (o (o (� W m W (O w o (O (O (� (p (o W (� ID ID (� (� W W (O W o (D (O (q w W W °) uri W Q o O o 0 0 o O o 0 0 0 o O o 0 Q) w N z O U n o o W W W O W O O O O O O M M m m M M r r W W o 0 0 lufl� o r o o o o o 0 0 o m U O c rm- O Orp Nr N O N O O O O O r r 0 0 0 r r 0 0 0 0 0 0 0 o w a F C W W W N .m-• (ND M m W m Of W llw O) m N O) O O) W N O O N W � M � O)Er W r W rr r r W r r orW N o w r r I� o0y a6 N C2 Or Lp 66 a6 v O) v m � r � r m m m W W m r r � � � 0i � m � (ri m O W Wrr . n W O W O W O W W W W W O W W W W W W WWWW W W W W W W WW M M M N NMmN M N M N M (7MMmmM M M M M mMm M mO O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 U n LL U a I cc `m > � �- E m o m o 0 0 o r N W o N r O m M O d r N N r N r N r M N m V r r (OD r (dn V O O r r N N r 0 U N_ N N O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O w uj 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o J Y N (V N (V N (V (V N N N N N N N N N N N N N N N N N N N N N N N N N N N N N (V (V N N N Y I I c3" � a a N a r N M d W Ip r tO W M ` W (D r cro O) O N m d W (D n m O N m d W W W p y1 Y a r r r r r N N N N N N N N m o N N N M M M m M M M M M M d d ry U � U L U N LL 0 2 V) y u1 y C N C N N N N N N O O O O) O) C C m 03 m N .- - - . 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N Li LL c7 (n = c_ (n a) N O N M t to CO r- O O O W N MU) co C u C'M M M M M M M m m M O - Z 7 U FLOODPLAIN STUDY FOR SPRING DITCH Spring Ditch Floodplain Evaluation For Baxter Meadows Phase 4 Subdivision June 20, 2007 Thomas, Dean &Hoskins, Inc. By Jim Pierce, P.E. B05-016 �O N JAMES F. S��NAL �� Introduction This report has been prepared in order to document the 100 year floodplain boundaries of the Spring Ditch within the subject subdivision. The limits of this analysis extend from Baxter Lane on the north boundary of the property to the south boundary of the subdivision, about 2,000 feet upstream. This report was prepared for the proposed Baxter Meadows Phase 4 major subdivision. The ditch channel through the subject property is a manmade channel that carries groundwater flows in addition to runoff and irrigation water. It is classified as a stream ditch by the local conservation district. The channel reportedly flowed in a natural drainage through the project for many years,but has undergone considerable alterations and channel changing in the past.The 2002 flood study completed for Phase 11 of this subdivision by Robert Peccia and Associates indicates that the Farmers Canal and the Section Line ditch both intercept significant portions of the historic drainage's runoff and spring flow. Excerpts from that report are included in the Appendix to this report. This project proposes to relocate a portion of the Spring Ditch, constructing a more natural- shaped channel and alignment that will be protected with this project through the dedication of open space adjacent to the ditch. The Baxter Border ditch flows to the west of this development and contributes a small flow to the Spring Ditch through a diversion. As discussed in the 2002 study, only 10 cfs of diversion is planned and in fact has already been constructed. The roads constructed in this project will have drainage inlets and storm drainage mains to direct runoff to detention ponds adjacent to the ditch where treatment of the runoff will occur before it is released back to the ditch. . Hydrology Robert Peccian and Associates developed flood flows for this stream ditch previously for Phase 11 of this subdivision as referenced above. That phase of the project is immediately downstream from this phase so we used the previously determined flows as conservative estimates of flows through Phase 4. The hydrology portion of that report is included in the Appendix. A 100 yr design flood flow of 51 cfs and 25 year flow of 36 cfs were used in this study. The major flood flow value includes 20 cfs of spring flow and diversion flow from the Baxter Border ditch, which flows adjacent to the west side of the subdivision. Hydraulics The existing channel bottom and banks range from fine grained silts and clays to granular sandy gravel materials. The existing ditch is v-shaped to trapezoidal with sideslopes ranging from 1 H:1 V to 4H:IV. It has an invert slope of about 1.0 %. The banks are currently vegetated with sparse grasses and weeds. The proposed channel reconstruction area will consist of a rectangular-shaped low water channel, four feet wide, 1.5' deep with overbank areas that slope upward at from 31-1:1 V to 50H:1 V within the proposed 50 foot wide wetland buffer zones on each side of the channel. The open space corridor that includes the Spring Ditch will provide adequate width to provide the fifty foot wide buffer zone to the estimated floodplain boundary. A typical channel cross section for the channel relocation area is included in the Appendix. The spring ditch flows northwesterly through the site to an existing 44" span by 26" rise reinforced concrete arch culvert that was installed for an earlier phase of the project. During the major storm, the 100 yr event, flow depth at the upstream face of this existing culvert was modeled at 4.1 feet with a velocity of 9.9 fps as determined by the HY-8 hydraulics program. We used the Corps of Engineers Hec-Ras computer model to estimate water surface profiles upstream from this culvert crossing using the HY-8 water surface elevation as a starting point. All computer analysis results are included in the Appendix. The proposed new roadway culvert crossings are single 58" span by 36"rise reinforced concrete arch culverts with 4"-6" of gravel fill proposed to be placed in their inverts. These crossings will provide about 10 square feet of waterway opening area at each of the crossings. We used single pipe crossings rather than multiple pipes to reduce the likelihood of plugging with debris and to fit the existing and proposed channel sections as closely as possible. The gravel bottom is proposed to make the crossings more fish-friendly, reducing flow velocities and providing spawning grounds for fish. We modeled both 30" and 36" diameter equivalent concrete arch pipes with the Hec-Ras model during the 25 year flow to determine the area necessary to meet the HW/D and flow velocity criteria. The 30" equivalent arch resulted in an HW/D of 1.9 and the 36"equivalent an HW/D of 0.8. Interpolating between these values resulted in a necessary water way opening area of about 5 square feet to result in an HW/D of 1.5. To provide 100% overflow area in addition to this we chose the concrete arch pipe option that has 11.4 square feet, the 48" equivalent arch size allowing some additional area for placing gravel in the bottom. Outlet velocities are less than 12.0 fps in all of our modeling runs. During the major flow with the proposed culvert crossings in place water does not overtop the existing or proposed Spring Ditch banks. The limits of the 100 year flood flows now and with the proposed pipes in place are shown on the exhibits in the Appendix. The HY8 and HEC-RAS models in the Appendix summarize the existing conditions and the proposed crossing designs. As shown in our exhibits and the HEC-RAS results, the major flood flow stays within the channel banks and the open space area, and will not pose a threat to the residents in the project areas. The culvert crossings will be re-evaluated during the infrastructure design phase of the project to optimize the roadway elevations at the crossings. I I I JJ BAXTER LANE oz-- - - ..,--------------------------------- L �3 GO zm '................................................... ......................_...............................e..............1 3.7 i e, . - - - I - - O � 3.65' X 2.22' RCPA - ------•• 3 -- ( - --- VI I 0 100, 200' 300' x Z z CULVERT 3.8 I i. ( ( I V ! I I I 1 1 1 G w 3.9 I ( I U x S C A L E j t t N, , .S0 Gin 4,7 t J o II 1 i 5.35.35 S.S 58 a . 1 r J > ,. 9 9 �iI —_ II KUirU W� 1 wZ l - t �zo 4. o000 �o� 4.83 X 3.0 C 5.9 V —� 5.4 CULVERTrZ / - B $TRE£T DRAWN BY: MRM // / , 1 Jr- •1 �; 7.4 7.5 t — - I •, DESIGNED BY: KLS / // 1 t i �..•r�r •.:1 6.4 6.9 t1 t ilf.. _ _ -___. I I QUALITY CHECK: 6.8 ( - X 3: RCP I , ( �� ,—_ I DATE: 6119107 \` JOB NO. B05.016(034( 1 /t I FIELDBOOK NA 6.6 i 8.8 PROPOSED 100 YR FLOOD BOUNDARY IL ZZ J O ` I W <2 LL WLLI 0 4.83' X 3.0' RCPA I Q ,I I t ( w m N `fit•, 1 9.6 •�1 CULVERT I _ —t I O 9.7 T�y _ `� - - .,•r VAQUERO PMKWAY 9.9 CAD NO.516MUP 024 .DWG SHEET 'I OF 1 <Zct POINT CF z r3 ry !Q ....................................... ........................... ......................... BAXTER LANE 1*3hftG DAMS LAW M"N= 0 100' 200' 300' 77 oo or to ACCOAMOCATIE MAIL) 01104 TO BE S C A L E 3.65' X 2.22' RCPA CULVERT �j '. I I "A"WAY *X WAY 7.8 W ZI z �44 0 4 Ln i > W.: Qf8 bi 8) Lu w a 0 uaj c -F4 76 T--1 12 I I I L..'--__ L E�p} w 12 It, it im w Lu w w z It ;D 7.9 =1 IF 675 2.22*' RC PA- X CULVERT T w "Ell"STREET z (L < L) AS 4 - J - - L — - 1 �_ —� i I - m m m > > DRAWN BY: MRM ww pit" DESIGNED BY: KLS QUALITY CHECK: DATE: 6/19107 JOB 34 NO. BOS-016(0 ) FIELOBOOK NA 8.6 8.7 'C"STREET x F- -A A (L > Lu EXISTING 100 YR FLOOD BOUNDARY I t L.._..._ a z cl) z a0 02 0 Z LU M 0 < LL—j Lu >1 IN 0 0 w Im z F �-9.6 OF DAMS LAME) w a8 -------------- EXIST-UAW III 1 ALCM 9 9 !CAD NO.SIL.14UP(024)'DWG ISHEET 1 OF I I SEWER SEWER MAIN FLOW AND CAPACITY 1 Z-S '•n n 1 e� I—o,n•.`�' �S. {w�,a 4 LoTS tie F,�I'Cr �To.'h C+✓1 'F�p,.J "' 7 s `�`.✓16.vt� �r c (/� S l./ ,¢( / C.,>,%nv...1T V C.G��_I �S S.r—,ler � Cu�..i^f•,� LI�.� on �p of / Pao"� 3\0 A-s-w.- .L y/�Z✓r S 5.�.� I•.r � • �vry 4- 1 �pp��. _ )zs �� c,�{�s�� Z.S4 i�'l�`'��, ;1�� ' Z► y o �1�0 rLo� _ 4 o ,.. 4_ CTz s.� aQ•, /�. ,'.�. 3 ► G g b C.A l go- - �e�1 �j o• 5 Llo Al 12 ems. 35500 MANNING'S EQUATION (CIRCLE) 5/3 A _ Q n P2/3— 1.486 FS y R D Q S ft ft in cfs n ft/ft 0.5 0.33 8.0 0.697 0.013 0.0040 Theta 4.1888 Area 0.2808 ft2 Velocity 2.48 fps Perimeter 1.3963 ft Left Side 0.096 Right Side 0.096 Difference 0.000 Pipe is 75.0% full. NOTES: 1. n =0.013; per City of Bozeman Design Standards 2. S =0.004; minimum per DEQ 2 for 8"sewer main 3. Design for a max flow in pipe of 75% during peak flow per City of Bozeman Design Standards. n �V_N SEWER SERVICE FLOW AND CAPACITY Nae 1 g•I ,pEa ycrU X O-ZI S — ��, S 1 allcu5 �fo. m Ll AS 4o LY IV IV wwl 0 --► Avg. Ig 7�4 "' a�L.,, s MANNING'S EQUATION (CIRCLE) 5/3 A _ Q.n P"'— 1.486FS y R D Q S ft ft in cfs n ft/ft 0.25 0.17 4.0 0.245 0.013 0.0200 Theta 4.1888 Area 0.0702 ft2 Velocity 3.50 fps Perimeter 0.6981 ft Left Side 0.015 Right Side 0.015 Difference 0.000 Pipe is 75.0% full. NOTES: 1. n =0.013; per City of Bozeman Design Standards 2. S =0.02; minimum per City of Bozeman Design Standards 3. Design for a max flow in pipe of 75%during peak flow per City of Bozeman Design Standards. A '` � STORM DRAINAGE DENTENTION POND AND OUTLET STRUCTURE CALCULATIONS Baxter Meadows Ph 4 Subdivision C Value Determination Basin Basin Basin Basin Total Street Res/Com Openland Weighted # Area Area Area Area Coeff. Coeff. Coeff. Average C Street Res. Open Land C C C CAVG (acres) (acres) (acres) (acres) 1 0.394 0.871 0.000 1.265 0.9 0.35 0.2 0.58 2 1.010 9.709 0.442 11.161 0.9 0.35 0.2 0.55 3 0.284 1.978 1.072 3.334 0.9 0.35 0.2 0.35 4 0.330 1.600 0.000 1.930 0.9 0.35 0.2 0.44 5 1.215 2.708 0.000 3.923 0.9 0.35 0.2 0.52 6 3.527 14.100 0.520 18.147 0.9 0.35 0.2 0.45 7 0.000 0.000 4.916 4.916 0.9 0.35 0.2 0.20 8 0.000 0.000 1.740 1.740 0.9 0.35 0.2 0.20 Davis 1.878 1.061 0.000 2.939 0.9 0.35 0.2 0.70 NOTE: Lot 12 of Block 7 will be developed in the Future. To account for the higher concentration of impervious area, a C value of.65 was used for the 6 acre lot. The weighted C factor for Basin 1 and 2 has accounted for the 6 acres at a C value of 0.65. 04 3 ) // { \ - f 0 R £ Z{ c { ° R 2 § S k % ) ) ) Ei5 CD \ z 8> E � § § 0t / 2E o \\f 2 LL [ \ ° § U cq S f_R ®\_ § ) \ 12 Of � - ■ p z CL 3 000 < 7 \{ g ( N LL z / 22 � - - 0 0 G � A g \ o � ( % w _ Ob a k q / 2 k '§ \ 6 E m c < II < -20 ° E \ � \ \ 8 z § ] z o ) D ), „ , _ Ga , Q) C j ) - > . } nE 2 E \ # $ E � / g - E E2 EE ) ƒ 2E 04 §) C | ) k E ^ } & ` § ) ° ° [ U Q e \ k § 043 i - f® \m ® Q « ) / C_ Co C M c0 E F ♦- E N M (n O E 7 E C (n Ci E d O p O � M O L 3 O LL C C) co y O OOl ao a a� T f0 Q UO Q Z O 0 w Cl) E > w C W O a O N 7 ?� y (D Dar N ❑ LL d O E N N O O E (n O U) WCO U y I I Ili a m r t` Z U O (o co O 3 c w a o a� m O C O O F O N N N O N �'' (t i (1) L e- - O LL p - n C T U N Z f'+ 3 c? w a 0 °' a M CD o co co CN o c — c° n(+ cq c ((0-p LL E N M [ti LL � W N �' G V Q ;O ^� N ❑ � A to ry O U q i U . L R i N 0 '0 I2 1� O (M p �p t w a) E rl n o *+ v:. �. H to r n 07 M = a 3 M O Ocu c0 CO O R co co m O Y v v (o �� Q —�°� i N E U m Q ri ri II o 0 0 = a) E aci Q o LL ❑ E o 04 r N ID L (n I� N V LO N M CL c O L_ 0 ? d (D a)p _N O C Vl C O a D Q a C. - 0 cu > E 60 N N 7 m E ¢ a� E C (Op E C aD (n C O d a N N O E In Q C A C C. Cl _o U C. o U� LL U = a) c o U ~ y j c O O O M C.M f0 Mn W a) O _ O Q Lo r O _O o U N N a O a \j ) m { 04 $ 2f C. ° R \ ! § / � a o �§ ° E > 2 ) k Cl) ) > � / k ) 0 4 4 / o f r0 } e \ ED Q § o 0 t \ � 2 / k 0 m \ ) £ \ - a § ® k ` § k -Lu \ o \ 9 z I « } k\ \ M \ %) ] l Sri # \ w \ £ # _ \ Dd ' 0 ) > � # t % ! 4 % f § 7 m g E 24m \ m 2 � kLO n $ \ ! _ _ ( :) 0Ci co f k co o $ > \ 7 x Q � 3 E _ 7 { & \ o o / .9 \( \ / c -2 8 2 $ ) ee j 2 E / \ / / \ ) 2 ® E § 2 E ) _ 2 ) z f { 2 @2 § § J § # M � � � ) d E0 CD ) 2u e U . _ 3 ,a Q , 2 / 2e . 0 Cl R / co3 00 _r 0 q 4 \ e / ) 4 Ci ) 2/ { § LO 04 t § E 2{ o ° R \ ! e | % \ ) � / L5 & a)0 ® i m > � 0 13 / \ 2E c / 0 / \ C � ) u / % 2 � f _ 0 a \\ a 2 \ 0 E2 § .2 § ° ) � - b m w D o w _ 0 � N. � \ \ f � < \« _ § § \ / ] { � � � ) z / 2 J a \ ° § > Cq 0 � § % W _ 0 2 / k § k q ] E - ik § k k II } 0 } E 3 ° >R k �� ƒ ` _ ? 3 � / § ~ ° ƒ2 £ ƒ k EZ � oco / o CD \ \z } Do y � \ _ > c } eE E \ # $ F E ) 2 f ` E 22 ) ) - � � ) D % e \ k § \ { § t ° oC14 �. - � Q w f \ \ © co � 6 q i [ � � \ ® ] a \ e IL ) k q { // { R too- 2 ( E 2{ c ° R \ § e | Lk 0§ CD IL 1 § \ ` k co$ R ] § 2 °00 j LL = M e{ Cl) // ( [ t ) � / \ > � t CD \ ) 04 k / \ m Cl) > � co � 2 � LL � : / #CL z k m ■ ® v « _ [ E § \ . 2c \ § \ ) � Cl) f{ y Lo 22 R/ ( r � E - Z J e £ - n 7 k § \ ' w / � Ob % cl � � 7 � meqE 2 E fre 2 Cl) o ) rn } f0 q E '� / � � k � c ƒ I ) . f IM \ , , / $ [a a /C, 0 § \ � ) / \ ® - 0 § \ e E b m E � \ p { ƒ ) Z{ k \ / ) k \ \ E m m ) ) E ) _ § .2 ° C. �, Q a) L ` 0 ncli co a q [ a / ® w & \ e i0 k . k q @ f 4/ { g 0 2 0 k « CD Ci / / � � S © 0 L o E 0§ a � § > I § 2 ( 60 ® § G / 2{ m � % / E E a m E2 - \ U / \ - y 7 2 § % a n © \] §CN § \ t / k % � \ � m ' z V \ / § § J - a k § \ . » � q q § o % \ V to 2 § E ° £ U O % / 6 n @ 55 ® & J > ) ` = 7 f o ■ > k 3 ■ % ^ k 9 � \ / \ \ / \ \ 0 2 w w = ° r § ten k \ k \ � / " 2 § $ > } \ 6 § o � \ E Q .cn ° ° .2® - /� § o § \ / 0a E f { \ � § k e « � k S m @ ) a \ ] k k E � § ) k N ¥ / / t § ] f 3 { k LO _ § § ° 0Ci �. Q , 2 m ° j 0 n 2 { j f \ Ea G ° a w { e ƒ 0 k / j § \/ 0 w % E E / \ . % B § a § ) La © o %Mn § a E a 7 § a) z (a> § $ Coj 004 M £2/ � 8 § [ E - _ [- - N o \ U � ° } \ § G 2 (D ) © Wit \ / 9 D _ § � 2 § � § zCD � \ } 0 \ f , § � j \\ _ 12 / m § - 2 r u ° a 3 ° ° ® § \ ? § \ ' 0 � � � � ! # L � 00 � [ # % � � f ■ � q ) a It E n / § p 2 2 c � � 2 ° m & » - m ( / § § - - < 2 \ u 7 ) � > � / # o 2 f § k \ E - ) 4 \ ° ® / C § 7 kD \ ) \ >0 e E $ § 2 E / k ] E ! - c [ ) a 8 ) k ) 2 E f § 2 e{ oer o E 2k E § 2 � $ 3 § ° § § � LL U 2 a) \ \ © n \ / 5 - a 20 * m J & { e ƒ 0 k 00 $ { /F- § m 0 k £ 2{ o q { R \ . 2 L / § co ° ) E§ aCD g » ca $ E k cn w k 2 c _ \ j \ § ga 7 m f � 24 _� � E ^ /) - ° k , •z m U-1 Q f © e f m § § , @ 2 § /t 5 e # \CL CDkL. CD 5 'a ° § ® ■ / ' k § \ D = q S k 0 \ / q Cl) CL r £ O � 2 4� ) ■ ° � ® ® / ƒ J - g ? o e e ® . ■ > k / L ] a % / % ; t % 0 6 U ] E { 8 $ \ G \ § cn Cl) 2 m \ w { .2} \ } E Q ) o 2 % # w � H $ G ) 2 � ) E z o ƒ � 2 C,4 « g \ i % _»a C. $ \ { 2 ) r k k ) ƒ ® - a ' $ ) E § § , \ ` § = f « . f r - $ r / a 2 7 k -E § E � ) ) * m ) ] \ § $ f 3 { k % C) / Ci 2 x E / p k r \ E / � © CD n § f o 0 e & J e ƒ ) Baxter Meadows Subdivision Phase 4 Hydraulic Analysis-COB Slot Orifice Structures Project: Baxter Meadows Phase 4 B05-016-034 Reference:COB Design Standards C-L-H3/2 Qpre C Width Head Qweir cfs in ft cfs Pond 1 0.33 3.33 0.625 1.5 0.32 0.32 0.33 OK Pond 2 0.71 3.33 1.38 1.5 0.70 0.70 0.71 OK Pond 3 2.24 3.33 4.375 1.5 2.23 2.23 2.24 OK Pond 4 0.42 3.33 0.75 1.5 0.38 0.38 0.42 OK Pond 5 0.78 3.33 1.5 1.5 0.76 0.76 0.78 OK Pond 6 2.41 3.33 4.75 1.5 2.42 2.42 2.41 OK Pond 7 1♦21 3.33 2.375 1.5 1.21 1.21 1.21 OK 8.03 From detention pond spreadsheets V 10 yr Flow C Area Total r 0 ac min in/hr cfs Total Subdivision Pre-developed 0.2 47.613 27.21 1.070 10.19 TIME OF CONCENTRATION Shallow Flow/Gufter Flow Tc" Slope k Velocity Distance tp Total % fps ft min min Total Subdivision Pre-developed 1.30 0.457 1.71 2790 27.2 27.21 Prepared by:TD&H 6/19/2007 J:\2005\B05-016\034\Design Report\baxterph4_final As Baxter Meadows Ph 4 Hydraulic Analysis- COB Pond Volume Calculations Bottom Top Required Pond Area Area Depth Volume Volume Check sf sf ft cf cf Pond 1 436 935 1.5 1028 749 Adequate Pond 2 272 1265 1.5 1153 1015 Adequate Pond 3 3660 5762 1.5 7067 7047 Adequate Pond 4 460 1078 1.5 1154 844 Adequate Pond 5 1200 2634 1.5 2876 2295 Adequate Pond 6 2531 5462 1.5 5995 5989 Adequate Pond 7 1229 2555 1.5 2838 2570 Adequate NOTE Pond volumes are calculated for ponds using the Average Area Method zox '00 BARTER CANE - —7.="a'acwr,.. BAXTER LANE OAwS POND " Z 5 SD _ EXISTING 44-AkCP POND 7 Z.. N 68 0ND 6 I ') .�'_ I `SJ („) ,.A„WAY I �•. :� A W Y _ - POND 5 W W W c POND d �, '` _ I_ ' - t�• �...- f aaa "B" TREv - BM coo fEXISTING WATERWAY - -- 1 ---"` ---------- ---= Q 1Q 9E M NBASIN 4 _ _.. - ! r--- 1 ••`1 I 1,930 AC I of m m m oDO � i \ ;.•. 1 > DRAWN BY: KLS L1A et `i , , t_ ,.4 `\' DESIGNED BY: KLS A'S 1 I tt�D 3 - __ __ -�— I M DATEQUALITY CHECK: 12OW J to { `, 11•" _ .f A. -1-_ y roe No. Bos-ois-oaa i` " • •"� .a BASIN? " �'• } �: +I I ' I I . FIELDSOOK •�, 4,916 AC �,,`. I `-.•' '� I't1i�- rn -- l; �, \ ` POND 2 /r\ i f I — "C"STREET j} NEW WATERWAY LOCATION \ N bJ1V15 BASIN uj 3 �. a5 'VI ' �' 1.1 ',� -_ _ •_ i' sv rG / �� L 'J...\\ �,- BASIN 2 I `` a (n BASIN- Q 0 100' 200' 300' t 3.3U AF. 11 N Z Q E I I I I I I I :\ > Q m p S C A L E / AC 537 ; t '� �• i-�''�Q ' ' - � Q QN - BASIN 8 1 -- - � LI. BASIN 5 1.740 AC Lr) • .K - 5.923 AC II N t - Z - m 0 O r POND 1 Q a 0 W ' 1 '• +' I�',I _- +• I.+[*' NOTE: BASIN 6A AND 68 WHERE COMBINED Q FOR CALCULATING C VALUES, THE LARGER BASIN WAS SPLIT INTO TWO BASINS FOR EASE ' II�-� �' m C - 0.65 - �L POND L6U AND NPOND DETENTION POND SIZES FOR BASIN 1 2, ' QUI:RO pqR 1;;1 CAD NOstormtlraln"o.DWO 1 J ' SHEET 1 OF SUB-BASIN RUNOFF CALCULATIONS AND PIPE SIZING :f14 U aU� p I � _ _ - 9 - - --- r - -- - _ _ _ -- - - .. .-aim-n r �>•— F+"I E-I SAXTER LANE �Y A1XTfiRAN DISCHARGE ry BOND 6 "P40-- DAMS POND .SO / SUBBASIN 38 INI ` 1�,i• • �y - EXISTING 44-X27"J ~,o POND 7 _ OND 6 V �P ?�, _1;95.8 AC. SUBBASIN 3'/ y , ( J fl19 - 0,488 AC JfP13 DISCHARGE POND ) .a SUBBASIN 40 P39 SVBBASIN 29 "A"WAY SUBBASIN 35 "A"WAY 0.910 AC SUBBASIN 41 2 '0.498 AC '- 0.421 AC r. ,� -P24 w I �1 A W= P44S0 - - -- 9D P42 -- - 50�_ F i0 f`I. ., >O �.m '. PI/ �. PO D _ I SUBBASIN 3A .YVIU8211:A3 SU�BASIN 28 ' �' Wo OC tX W I J0.853.AG- U U LU H flt8"' *1 SV88ASIN 39 %I 0.524,AC P38 I IIN1 0.295 AC r OOCHARGE IN 22 SVBBASIN',27 ISCHARGE " O NO 4 1.533 AC � %, -AC as . 5 1 I �i POND fCTI \� }t s`r SUBBASIN 36 SUBBASW 3�� �— i022POND 4 I 1.364 AC 1.020 AC ' J' SUBBASIN 23J.. _ SUBBASIN 261 0.286 AC -'P16 SUBBASIN 19 p 7 Su@ASIN 111 "B"STREET-..- o.a79.,�_. "B'STREET^— - ''I _... o 0 0 0.527 AC, ` 01dp2 AC_ Ai-'' p31 \ SUBBASIN 25 �? 1 j G- ��� •,. E - / `•P32 1.073 AC N i SUBBASIN 18f ' - SUBBASIN EXISTING WATERWAY O ;I ;Y �� 0.268 AC Pl 1-328^C, �i0 BE RELOCATED I P30 m I'.' ` ,�!�, DRAWN BY: KLS UBBASIN.26 1, -.�'JSj \�' DESIGNED BY: KLS --Q'sR�ti SAP' QUALITY CHECK: SUBBASIN 17DISCHARGEPOND 3^. SUBBASIN-24 'A _ DATE: 4120107 l - SUBBASIN }2 SUBBASIN 30 , i JOB NO. BOS-016-034 J >r , 'fr'.•? 0.649 AC POND 3 1.603 AC ,i 0.787 AC 1 0.264 AC �� / iZ FIELDBOOK S 1 0.28T AC o �; o POND 2 i J I l SUBBASIN a 9y/s nc7 "C"STREET `„� NEW WATERWAY - •-� V a n LOCATION pISGHARGE� •i, i SUBBASIN 16 %POND 2 0.283 AC SUBBASIN,I5 O _1 Lu SUB8A51N s N •� h1 -'e ff - - _ f` 0,633.AG SUBBASIN 5 m ' ' �U9BA$IN 6 p,a ' H�• ' r � Z 3 f 1 200 DO' �I o oA:. 5.5�s nc r,l m E }1�y _. -.1' 1I I I $U�NASIN 14 S' A L E 0.262-AP �P '1 ,• ,` Z N tiyyy \ SUBBASIN 8 1 ', m O W O I 'SUBBASIN 13 pCjp ARCE ( �! W l.oT4 AC ` I O N �'I I, f=, - - - SUBBASIN! q I I•a ��I --- m CWC H ,r ;a• r 'I /. - I I I SUBBASIN 3 i1 G J _ SUBBASIN 12 POND 7 1.4t1 AC—" Z SUBBASIN 2` 0,884-AC 1 1 i1 m o m ---- - ARkWAY `. p + SUBBASIN 1 0:581 AC C f.0 No o n++lr..+nn+r D1VG i ilip SHEET I OF 1 BAXTER LANE1.... .+ t BAXTER LANE •• —�••— -��---0 6 /� -(, DAVIS POND I EXISIINC 44-Ay CP l/� P19/ a�P� POND 7 POND 6 I I \I i��'i i �J DISCHARGE �. POND 7 P3'9. "A" AY l ,A» A a2"•.�, I tt.1 W I o1 _a. -`, F I. -', -r-,__i4. ------i a ----- 4 - -aB.L__— 8D - 1I4� �f,'• 0 �O lam` PONO 5+E _ P42J T �> - I —r �� I ! ' - •( w m m m W m I GUUU —P30 I !(/-- 4� w w LU O DISt:L[ARG _ ✓ .Z. 1 f , 1 �Sb 0 LL4'� ➢, OISCHARCE� �POND 4 I. _�_ -1 - - •Ir L _ I_ L L_.: I - ..� _ POND 5 - - — 1 - _ -r- r I •/ ii -� '�''S F vv44 - POND 4 '� F -t I 1 �^ :� 't '+,} I q P16 I. p*Br QLu Z m t ` �,_ P31' �tn E 6•,, t ? !n. EXISTING WATERWAY 32�. m �TO;SE RELOCATED `Q m m m m l P15 1 t 12 i I R30 ; / a •� DRAWN BY: KLS WATERWAY ` I 1 �,I' t.l NFD Y• KLS 2 'NEW WA f.RWA O.S G B . T� , _ r 0 LOCATION _ - _ __ _ 1 -- QUALITY CH 't '` ND 3 - - 'r� ! DATE: 4120107 J ' F ',- -,` APO O�3?y+ p y _ - r I l,�i / i JOB NO. B05A76-034 41�VI'.'.. ). I• �-1 - - -- I � ;!i � fIF.L P000K 1 ,1 POND 2 - �,' -..`f ,.�i '�. _ _. __ s 1 _., /•-_ -I /!�i� •. IA ?�, , P8• _, _ -p. Li 'POND2 \� O '� ¢ - --- _ �—v /�f 90 s "1,', I b,, I -_T ._ O, lij `� \yam 1 1 .�1-1 // 1 1 1-`._•r:� <;.kit 0 100' 200 �;, 300' Z Q SCALEdot 1' �• � Z m 0 ? m `: f - - - \\'�;, ;i -� •�' �;;` .DISCHARGE. , . '•r [_ O '� '� - �• `� / nn POND 2 i .•_-- •`'. M f, LLI •- ..��•• •t .yam; ---_- i ! , •I , _ Ill cn 1 O �•�' �. 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N L Y H 'ad Ma fM M M M M M M C1 '= 0 •C C O O O O O O O C m o 0 0 o C) C) C, 0 v Co CC _ C LO Lf7 N lfj LO N N O O o -- > Q t!) 'a 7 j N W F a O c w 3 N LO LO 00 Ln v o o Cl)M o Lh N ` E u N co rn rn y�r N Q m M C0 N LA M� W Im C j 1`C LO O CY7 � co Ln d N Cl) m CN CEO N O C LNa M M N N N L ++ O al to m L V m y O O o o ao o d (O C w m a a a a a a a L a r O ti N V E C CD (D a) (D O 01 2) N co m LO CO 2 L` � �+ a m 'a Ca 'D m 'D my Lo a my M - L C L C L C L C L C L C L C f.1 d U O U O V O U p U p U p U O LO O 0 d p � p � D a 0 CL p a p N J E O L r Baxter Meadows Ph 4 Subdivision-Storm Drainage 25 Year Event-Pipe Flow Determination TIME OF CONCENTRATION 25 YEAR FLOW CALC Overland Flow Shallow Flow Pipe Flow Tc* Tc* 25 yr Flow Slope Distance C tf Slope k Velocity Distance t2 Velocity Distance t3 Total C Area Total f Q % ft min % fps ft min fps ft min min ac min in/hr cfs PIPE 1 2.00 153 0.35 13.13 1.26 0.619 2.28 340 2.49 3 0 0.00 15.61 0.549 1.039 15.61 1.846 1.1 PIPE 2,3,4 2.00 153 0.35 13.13 1.26 0.619 2.28 340 2.49 3 0 0.00 15.61 0.549 2.480 15.61 1.846 2.5 PIPE 5 2.00 153 0.35 13.13 1.26 0.619 2.28 340 2.49 3 390 2.17 17.78 0.549 4.588 17.78 1.699 4.3 PIPE 6 2.00 75 0.35 9.19 0.96 0.619 1.99 315 2.64 3 0 0.00 11.83 0.549 0.995 11.83 2.205 1.2 PIPE 7,8 2.00 153 0.35 13.13 1.26 0.619 2.28 340 2.49 3 715 397 19.59 0.549 11.161 19.59 1.597 9.8 PIPE 9 2.00 430 0.20 27.08 0.70 0.619 1.70 30 0.29 3 1 0 0.00 27.38 0.349 2.701 27.38 1.289 1.2 PIPE 10 2.00 430 0.20 27.08 0.70 0.619 1.70 30 0.29 3 0 0.00 27.38 0.349 3.334 27.38 1.289 1.5 PIPE 11 2.00 70 0.35 8.88 0.88 0.619 1.90 475 4.16 3 0 0.00 13.04 0.52 0.460 13.04 2.072 0.5 PIPE 12 2.00 70 0.35 8.88 0.88 0.619 1.90 475 4.16 3 0 0.00 13.04 0.52 1.474 13.04 2.072 1.6 PIPE 13 2.00 20 0.20 5.84 1.23 0.619 2.25 326 2.41 3 0 0.00 8.25 0.52 0.282 8.25 2.776 0.4 PIPE 14 2.00 70 0.35 8.88 0.88 0.619 1.90 475 4.16 3 320 1.78 14.81 0.52 2.196 14.81 1.909 2.2 PIPE 15 2.00 20 0.20 5.84 1.23 0.619 2.25 326 2.41 3 0 0.00 8.25 0.52 0.283 8.25 2.776 0.4 PIPE 16 2.00 70 0.35 8.88 0.88 0.619 1.90 475 4.16 3 640 3.56 16.59 0.52 3.128 16.59 1.776 2.9 PIPE 17 2.00 20 0.20 5.84 1.23 0.619 2.25 330 2.44 3 0 0.00 8.28 0.52 0.268 8.28 2.770 0.4 PIPE 18 2.00 70 0.35 8.88 0.88 0.619 1.90 475 4.16 3 965 5.36 18.40 0.52 3.923 18.40 1.662 3.4 PIPE 19 2.00 0 0.35 0.00 1.23 0.619 2.25 210 1.55 3 0 0.00 1.55 0.45 0.111 1.55 8.082 0.4 PIPE 20 2.00 125 0.35 11.86 0.60 0.619 1.57 575 6.09 3 0 0.00 17.96 0.45 2.069 17.96 1.688 1.6 PIPE 21 2.00 50 0.35 7.50 1.17 0.619 2.20 190 1.44 3 0 0.00 8.95 0.45 0.281 8.95 2.637 0.3 PIPE 22 2.00 142 0.35 12.65 1.17 0.619 2.20 205 1.56 3 0 0.00 14.20 0.45 1.191 14.20 1.962 1.1 Q+Davis Pond PIPE 23 2.00 50 0.20 9.24 1.20 0.619 2.22 2507 18.79 3 0 0.00 28.02 0.70 2.939 28.02 1.270 2.6 25 Year Outlet,P23 PIPE 24 2.00 142 0.35 12.65 1 17 0.619 2.20 205 1-56 3 360 2.00 16.20 0.45 1.191 16.20 1.803 1.0 3.6 PIPE 25 2.00 142 0.35 12.65 1.17 0.619 2.20 205 1.56 3 445 2.47 16.67 0.45 3.007 16.67 1.770 2.4 5.0 PIPE 26 2.00 142 0.35 12.65 1.17 0.619 2.20 205 1.56 3 480 2.67 16.87 0.45 3.293 16.87 1.757 2.6 5.2 PIPE 27 2.00 72 0.35 9.00 0.75 0.619 1.76 380 3.60 3 0 0.00 12.61 0.45 0.970 12.61 2 117 0.9 NA PIPE 28 200 142 0.35 12.65 1.17 0.619 2.20 205 1.56 3 875 4.86 19.06 0.45 5 116 19.06 1.625 3.8 6.4 PIPE 29 2.00 70 0.35 888 1.26 0.619 2.28 375 2.74 3 0 0.00 11.62 0.45 1.603 11.62 2.230 1.6 NA PIPE 30 2.00 70 0.35 8.88 1.26 0.619 2.28 376 275 3 93 0.52 12.15 0.45 1.603 12.15 2.168 1.6 NA PIPE 31 2.00 100 0.35 10.61 1.27 0.619 1 2.29 230 1.68 3 0 0.00 12.29 0.45 0.787 12.29 2.152 08 NA PIPE 32 2.00 70 0.35 8.88 1.26 0.619 2.28 375 274 3 1 240 1.33 12.95 0.45 2.654 12.95 2.080 2.5 NA PIPE 33 2.00 60 0.35 8.22 1.00 0.619 2.03 340 2.79 3 0 0.00 11.01 0.45 0.879 11.01 2.309 0.9 NA PIPE 34 2.00 55 0.35 7.87 1.26 0.619 2.28 330 2.41 3 0 0.00 10.28 0.45 1.952 10.28 2.412 2.1 NA PIPE 35 2.00 70 0.35 8.88 1.26 0.619 2.28 375 2.74 3 240 1,33 12.95 0.45 4.606 12.95 2.080 4.3 NA PIPE 36 2.00 60 0.35 8.22 0.70 0.619 1.70 404 3.96 3 0 0.00 12.18 0.45 1.533 12.18 2.164 1.5 NA PIPE 37 2.00 70 0.35 8.88 1.26 0.619 2.28 375 2.74 3 400 2.22 13.84 0.45 6.139 13.84 1.994 55 NA PIPE 38 2.00 70 0.35 8.88 1.26 0.619 2.28 375 274 3 490 2.72 14.34 0.45 6.352 14.34 1.949 5.6 NA PIPE 39 2.00 142 0.35 12.65 1.17 0.619 2.20 385 2.92 3 1020 5.67 21.23 0.45 1 11.468 21.23 1.516 7.9 10.5 PIPE 40 2.00 142 0.35 12.65 1.17 0.619 2.20 1 385 2.92 3 1200 6.67 22.23 0.45 12.488 22.23 1.472 8.3 10.9 PIPE 41 2.00 87 0.35 9.90 0.70 0.619 1.70 210 2.06 3 0 0.00 11.96 0.45 0.421 11.96 2.190 0.4 PIPE 42 2.00 118 0.35 11.53 0.70 0.619 1.70 118 1.16 3 0 0.00 12.69 0.45 0.945 12.69 2.109 0.9 PIPE 43 200 71 0.35 8.94 1 0.70 0.619 1.70 243 2.38 3 0 0.00 11.33 0.45 0.488 11.33 2.267 0.5 PIPE 44 2.00 118 0.35 11.53 070 0.619 1.70 118 1 16 3 243 1.35 14.04 0.45 1.852 14.04 1.976 1.7 PIPE 45 2.00 118 0.35 11.53 0.70 0.619 1.70 118 1.16 3 1 480 2.67 15.35 0.45 2 147 15.35 1.866 1.8 PIPE 46 2.00 118 0.35 11.53 0.70 0.619 1.70 118 1.16 3 509 2.83 15.51 0.45 2.645 15.51 1.854 2.2 PIPE 47 2.00 75 0.35 9.19 0.70 0.619 1.70 375 3.68 3 0 0.00 12.87 0.44 0.602 12.87 2.089 0,6 PIPE 48 200 134 0.35 12.28 0.70 0.619 1.70 376 3.69 3 30 0.17 16.14 0.44 1.930 16.14 1.807 1.5 PIPE 49 2.00 20 0.35 1 4.75 0.70 0.619 1.70 670 6.57 3 0 0.00 11.32 0.58 0.581 11.32 2 268 0.8 PIPE 50 1 2.00 20 0.35 1 4.75 0.70 0.619 1 1.70 670 6.57 3 35 1 0.19 11.51 058 1.265 11.51 2.243 1.6 1.97(l.l-CC )-1 v Estimate average flow of 3 fps T - V=3.28 k i25 = 0.78 T,-.64 Q C-i-A f�a Cf=1.1 for 25-year storm event PIPE 23 This flow is the 25 year flow out of the Davis Lane detention pond. NOTE: The Davis Lane detention pond overflow into the Phase 4 storm drainage Calculated by: MM,KS infrastructure Pipes downstream of this connection will need to carry the Checked by: KS additional 3.36 cfs flow. This only effects pipes down gradient of pipe 25 Date: 4/25/2007 to pond 6. 1 OF 1 2) O O O O O o Lc) Lo Lo Ln O O O O U) U Ln U) Ln LO Ln U) r- rl_ ti r,- O O O O N N N N LO r- rl_ rl_ rl- rl_ rl- r` r- r- rl_ 00 00 00 00 00 00 00 00 00 - 1 O LO O O O O O LO LO LO LO O O O O Lo In U7 In O V U U N O O O CD O N N N N In Ln In In I-- 1A-- fA-- I- ry0� o 4j r-- W N �Y LO O O O O LO U) Ln LO O O O O U) LO U) LO O r` Ln U•) U) Ln r` ti r,- ti r` O O O O N N N N LO - _ (D (O O (D (D (D (0 (D O co r` r- ti t` r` rl ti t\ t` a m U) U) _ U U U cV Ln LO O O Ln LO LO LO Ln O O O O O LO U•) LO LO O 1 N N O O N N N N N LO LO LO LO LO 1- f- f- I- O �v l P MIcD (0 (D CD (D cD cD cD cD cD cD CDcD (.0cD (0 (D cD f- r U) U•) LO U) LO LO Ln LO O O O O O LO LO Ln LO LO O a �" r � r` ti r` r` r� ti t` O O O O O N N N N N LO LO Ln Ln Ln Ln LO LO LO O (D CD (D (O CD (D (D (D (D (O G O LO LO LO LO LO LO LO O O O O O Ln Ln LO Lc) O O 3 _. 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LO O O Ln LO LO LO LO O O O O O Ln LO Ln Ln LO LO L") N O O f~ f` f` rl- r` LO Ln LO Ln Ln N N N N N N �� M M M M M M M cM M M M M M M M M c� O O LO O LO LO O O LO LO LO O O O LO LO LO LO LO LO m N O ti In N N O O r-- r- r- LO O O r` r-- r- r-- h N y 0 LO Ln Ln Ln It It " � � � M M M M M M O o 4,J) LJ w I o a) LO 0 0 0 LO O U) LO Ln 0 0 LO N •� N LO O Ln N f` N ti lO Lf) O ti Ln N N ti lO O f` o rn p O O 0) O 00 00 r-_ r-_ (D (D Ln LO LO LO It -qt 't M G7 O N '- a '--� Fes.. m= E m 3 ~ O ayi N LO 00 r- r` O M (D N M � O (D N 00 � O CO o .o U) -0v �- N N N c7 M M LO (D CO r` r- 00 0) 0')f. g n QQ a ii r C,i cri INLET CAPACITY CALCULATIONS