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14 - Design Report - Legends at Bridger Creek II Ph III - Water_Sewer_Storm Drainage_Roads
jperew(EFD) DESIGN REPORT UUN ,2 3 2.014 .r....................... i FOR PHASE III WATER / SEWER / STORM DRAINAGE / ROADS IN LEGENDS at BRIDGER CREEK II BOZEMAN, MONTANA June 23, 2014 MORRISON MAIERLE,INC. An Employee-Owned Company Prepared By. Morrison-Maierle, Inc. 2880 Technology Boulevard West Bozeman, Montana 59771 File:N:\3959\010\Design Docs\Reports\Phase III\Design Report.doc o MORRISON ❑❑ MMERLE, INC. LETTER OF TRANSMITTAL An Employee-Owned Company 2880 Technology Blvd. W. Date: June 23, 2014 P.O. Box 1113 Bozeman, MT 59771 Job No.: 3959.010 Phone: (406) 587-0721 FAX: (406) 587-5238 Attention: Dustin Johnson RE: Legends at Bridger Creek II — Ph-III — Design Report TO: City of Bozeman Engineering Department P.O. Box 1230 Bozeman, MT 59771-1230 We are sending you the following items: ® Attached ❑ Under separate cover via ❑ Shop Drawings ❑ Prints ❑ Plans ❑ Specifications ❑ Change Order ❑ Copy of Letter ❑ Contract Documents ❑ Pay Request ❑ Addendum ® Other: Copies Date No. Descri tion 1 6/23/14 Design Report for Legends at Bridger Creek II—Phase III THESE ARE TRANSMITTED as checked below: ® For approval ❑ No exceptions taken ❑ Submit specified item ® For your use ❑ Make corrections noted ❑ Prints returned after loan to us ❑ As requested ❑ Revise and resubmit ❑ For your files ® For review and comments ❑ Rejected ❑ REMARKS: Dustin, attached is the design report for Legends at Bridger Creek II — Phase III Subdivision. If you have any questions please let me know 431-5819. Thanks, Matt Copy to: File Signed: If enclosures are not as noted, please advise. OVERALL PROPERTY MAP 1 THE LEGENDS AT BRIDGER CREEK II SUBDIVISION PHASE III !� _- ` � -per• aZ -.. - r ta, - I ,` • f1 - 40 o w W 1 1\' *6 4 ` ` _ , .�. •'^ I writ 1 •I �- �-� � I l ', ,'�jam' •� � �, \ ,� ��"� I /�►"� f �Il. I o L . ai [ •F y ��ryy��r �`h�A.'. /.�T� + �• f• ,c �t � 'tbr: rrn �n i ant (.,t.o }1.Mn.'I.rru � •� , ` �s• Y.•a • �� I ,1- }} / �� / ,r �'' n •�. _- -4.LL.v p•o r� '� -"�= r � I^+ 2 r�` '"`- -ria\, ntr It��t �tntn a7n7 ut,•� r .,r\• -,? '�'a. ••�- `�' _ � ___� x ''�i/, y > t •t� �•'�. *•`_+mac -.; -c' -�'h' .. I 1C:' /'�- %_�s•p'.wev, •- �� ! •i �,,�rl�- - ���`•� � .y�'/� �/ �/g f-�. / \,•am nor 1 tmtn � t. n � /toga ' ,yy� •\ / tuna Wl lul l0lin IUI II'I iM llt 14119a fmU• 1pT�� Iplltr �!. 1 \\ �. N'► L�� - ,i. -.- r ui{qtt •N.t to.'not ut�rtn.woltt�•p �°�'n _tq� •n�„t �MM t� 'R { •yr Fy', +- ,' & - •yT ,\ \\ 1� •F- u ��yn - -__ _ _ ---_ ~� r ni •i rl�, t t.. r _ _ ... _-.... fY ' ,j E'• ttna. IN a• a� --1 IT ter, unN M y Wra core r art• ��`•�>. ,unr. ti_ /-- . - . 1_ wa.• eua <n�� ua nu as �.g.. -,J �- -' :��; -/�/ a�1 NMvt.• Iff4• i - Imw 1M 11;' IMa tMN /� \_ 'r! N "�- _ ' `� / -�;•--_ �.,� � t.Y' � / u a /r ten trt v' I •s ton for to - t a art tcrt ! ui tae nor.� nor any ty,,. •r, rt.ii w, t0•n / tm• tmts� f ( °,M�' h, 1 1 �d tl� f - AEI r Iml �� 1 '7II1r •a�lNy Ibw tan tnttyNttl .mob -'a I .no wttr f I"°t•.t'ad!-ec„'nw I r.nr, lot la on. ,'. :'"/ f / l _ }. -__ � - 'E"gnFMq mini 1 Affl tan I IMN tort; I inawE - �1~ •" t •n rry • 111n Wt•11 Irlt nN LQI•� ' tM IY 41 a1 1 .•ry ,T ' l -I13Pls3- _ � cu..a_ I•�'esn wwt �_ _uv ar � I \ ?' ,sy \ �////,, )K.. 'r _ :-'Y-_.___ �. I +V rl P.r �I. _ __- - -_ _ -- - _ __ __ - :��'� ..1•d =-_L-_-1-_ _ � , /��`� E'fl�� / u. -Y`- � J>~ }• •I � � � , � `� _ § 9 § brg � s _ � glgSI•3t�b�., _� � 3 �6 ° ap, $y aygtc iz;FN•` -li e€ ai a �.. �Y '\ ��^, .\ /- c r. I �.- + �. f -1 IN 1' { .- _ tR q7 M.bkt:4'fn l:4YPr PA,r1 - --_ �-'•t•r•.-..__.-_�__.�� •----__.._. - .i i ' � - --_. _/' C �{1C•, ♦ Y �\ � • -� I f"�Il r Utin d 1n51MM OO..� •�• I � c�� � • �'AM.��. r ..-... . •/ .. ' :�,�_ A : . . ,Jf•• r � - .� �; :,� � . �a• � •r ;:ice'" J MORRISON 1/4 SEC, SECTION TOWNSHIP RANG SEC F-SEC TOWNSHIP RANGE ►JMAIERLEI�rIC. • •� SEC F-SF(•. TOWNSHIP RANCE n,t....•..r.�. q•.ore •...nn..r Nq•t•.• wm r. PRINCIPAL MERIDIAN, MONTANA CLIENT:CIFM GALLATIN COUNTY, MONTANA FIELD WORK:FIELD DATE:06/20/14 "L0TttE0 DATE: J"PO/2014 - 11:31:28 am DRAWING NAME: DRAWN 9Y: CJF SCALE:1:150 x:\—\m o\AM\E-bAs\0-.11 S.bdmsi-Mop d, CHECKED BY.ME PROJ u.3959 010 1 SHEET OF THE LEGENDS AT BRIDGER CREEK II—PHASE -III SUBDIVISION EXECUTIVE SUMMARY The Legends at Bridger Creek II Subdivision is located in section 32,township 1 south and range 6 east. It is located north of Mount Baldy Subdivision, east of the Legends of Bridger Creek I Subdivision, and west of the Creekwood Subdivision. The Legends at Bridger Creek II is comprised of three separate parcels totaling 57.29 acres. The following parcels make up the subdivision: Parcel I: A tract of land located in the North one-half(N1/2) of the South one-half(S 1/2) of Section 32, Township 1 South, Range 6 East, M.P.M., Gallatin County, Montana Parcel II & III: Lots 27 and 28 of Mount Baldy Subdivision, a subdivision in Gallatin County, Montana The land plan was to subdivide the property into approximately 122, R-1 lots. The purpose of this report is to provide the basis for the design of the water, sewer, and storm water improvements for phase III of this subdivision(see the attached pre-application plan). The proposed water system will have an internally looped 8"water main, with two connections to the existing City of Bozeman's water distribution system. As shown in the Water Distribution Design section, adequate pressure and flow will be maintained during "Peak Hour" demand and"Maximum Day" demand combined with fire flow. Sewage shall be collected in a central collection system installed by the applicant. As part of the infrastructure improvements for Phase I,the subdivision collection system was connected to the 10" sewer main installed with the Legends at Bridger Creek I project. This 10" main extends westward into the Bridger Creek Subdivision where it connects to a 12" sewer main. From this connection the 12"main extends westward to the western edge of the Bridger Creek Subdivision and connection to a 15" outfall main. The 15" outfall main extends westward crossing under Bridger Creek to a connection with the City's 30"main that extends along Highway 10. The 30"main extends along Highway 10 to the City's Wastewater Treatment Plant located by Moss Bridge and Springhill Roads,where it will be treated. The proposed stormwater collection system will be designed in accordance with the City of Bozeman's Design Standards. The collected storm water runoff from the project will be treated with constructed retention ponds. The proposed ponds will be located in the open space areas and will be designed and constructed to be conducive to the normal use and maintenance of the open space. The proposed ponds will not be located on private lots. All the retention ponds necessary to serve Phase III were installed with the Phase I improvements. WATER DISTRIBUTION DESIGN Introduction This report provides a basis for the design of the Legends at Bridger Creek II Subdivision water distribution system. The water distribution system serving the proposed project will be designed and installed in accordance with the Montana Department of Environmental Quality(MDEQ) Circular No. 1; Montana Public Works Standard Specifications (MPWSS); the City of Bozeman Modifications to MPWSS; City of Bozeman Water Facility Plan; and the City of Bozeman Design Standards and Specifications Policy. The proposed water system will have an internally looped 8"water main. Currently, on the property is an 18"water main that transports water from the City of Bozeman's supply at Lyman Creek to the distribution system in town. This line was re-routed in Northview Street with the infrastructure constructed with Phase 1. As shown in the Water Distribution Design section, adequate pressure and flow will be maintained during "Peak Hour" demand and "Maximum Day" demand combined with fire flow. Population Domestic water demand for all phases of the subdivision will be based on the 122 living units proposed for the 57.29 acre project. The City of Bozeman suggests, for design purposes,that each living unit will have 2.11 persons per unit (City of Bozeman, Design Standards and Specification Policy, March 2004, Addendum 8/26/13,pg. 51), for a total population of 257 persons. Water Supply Water supply for domestic use, including landscape irrigation and fire protection,will be provided by the City of Bozeman via connection to the City of Bozeman's distribution system. An 8"water main was extended to the west adjoining property line as part of the infrastructure improvements for the Legends at Bridger Creek I subdivision. An 8-inch looped water main is proposed for the project. The 8"water main in Boylan Road will connect to the Creekwood Subdivision to the east. The dead end lines needed for future connections will be less than 500 feet, and will end with a blow-off hydrant. A hydraulic analysis of the proposed water main extension was completed using WaterCAD, a water distribution model by Haestads Methods. Predicted Domestic Water Demand Water demand predicted for this project is based on the City of Bozeman criteria of 170 gallons per day,per person. This demand includes: This demand estimate includes: 1) Base Flow Water. 2) Increased summer usage including lawn and garden irrigation, non- commercial car washing, cleaning sidewalks, and other miscellaneous metered uses. 3) Unaccounted for water usage such as street cleaning, hydrant flushing, sewer flushing, fire flows, flat rate accounts, leakage, and under registering meters. (See Water Facility Plan, pp. 18). Peaking factors used for design purposes are 2.3 for the Maximum Day Demand, and 3.0 for the Peak Hour Demand as suggested in the City of Bozeman's Design Standards and Specifications Policy March 2004—Section V. Utility Design Criteria, sub-section A, Water Distribution Lines Design Criteria, Paragraph 4,page 48. Based on these criteria the demands predicted for the property are: Average Day Demand 257 persons x 170 gpd/person=43,690 gpd or 30.34 gpm Maximum Day Demand (2.3 x Average Day Demand) 2.3 x 30.34 gpm= 69.78 gpm Peak Hour Demand (3.0 x Average Day Demand) 3.0 x 30.34 gpm=91.02 gpm Fire Flow The total water demand for the system includes the Maximum Daily Demand and the required fire flow of 1500 gpm as determined by the Insurance Services Office (ISO) criteria. The Maximum Daily Demand is calculated by multiplying the Average Daily Demand by a peaking factor of 2.3 as described above. The minimum pressure used for pipe main sizing was 35-psi during normal uses and no less than 20-psi during maximum day plus fire flow at any supply node. A "C" of 130 is used for the Hazen-Williams pipe roughness factor. Analysis The proposed water system will be modeled using the WaterCad (Cybernet) computer model. Input data will include the estimated demands, as detailed earlier in this report, and generated flows and pressures that the existing system will provide. The existing system data includes flow data from nearby fire hydrants. This flow data includes static pressure in the water system prior to flowing of a hydrant, residual pressure at this same hydrant while a hydrant nearby is flowing, and pito pressure or pressure at the hydrant that is flowing. Using the following formula a relationship between flow and pressure can be established: Qf=29.873 x c x d2 x(p)0-5 and Qr= Qf x (hr/hff" Where: c=0.90 Qf=hydrant flow(gpm) d= outlet connection dia (in) hr= static pressure—req. residual pressure (psi) p=pito pressure (psi) hf= static pressure—test flow residual (psi) In order to dynamically model the pressure vs. flow relationship as inputs from the existing distribution system, a pump with a performance curve matching the fire flow capacity curve was inserted at each connection to the existing water main. This method more accurately represents the real system. Static and residual pressure readings, flow data and locations of fire hydrants near the points of connection are as follows (this information can be seen in the Fire Hydrant Flow Capacities located in the Appendix): 1) Story Mill Road and Boylan Road (North side of Boylan Loop) Hydrant# 936 Pito Pressure 85 psi Story Mill Road and Boylan Road Hydrant# 935 Static Pressure 135 psi, Residual Pressure 125 psi 2) Story Mill Road and Boylan Road (South side of Boylan Loop) Hydrant# 919 Pito Pressure 90 psi Boylan Road and Vahalla Ct Hydrant# 918 Static pressure 125 psi, Residual Pressure 110 psi The following flow and pressure data calculated from the equations and hydrant information will be input in the computer model as points on a pump curve: 1) Static Pressure = 0 gpm @ 135 psi Fire Flow = 5,792 gpm @ 20 psi Residual Flow = 1,549 gpm @ 125 psi 2) Static Pressure = 0 gpm @ 125 psi Fire Flow = 4,559 gpm @ 20 psi Residual Flow = 1,594 gpm @ 110 psi Additional input data for the analysis includes;junction node elevations taken from survey data, a"C" friction factor of 130 as required by the City of Bozeman for modeling purposes, and appropriate minor losses for each pipe to account for fittings and valves. Results The model was "run" for two different scenarios. The first scenario modeled Peak Hour Demand, with the system maintaining pressure above the required minimum of 35 psi. The second scenario modeled Maximum Day .Demand combined with Fire Flow requirements. Two versions of this scenario were run. Each version consisted of turning off one of the pumps which modeled a connection to the existing system or in other words the model was run using only one connection to the existing system. For each version of the Maximum Day Demand and Fire Flow scenario,the required flows were met,with a residual pressure greater than 20 psi. Design Criteria The water main shall be Class 51 ductile iron pipe, buried to a minimum depth of 6.5 feet. Horizontal separation between water mains and sewer mains shall be 10 feet and a vertical separation for water main and sewer main crossings of 1.5 feet. Water main valves shall be installed at intervals of no more than 800 feet. Each leg of the water main system shall have a valve. Valves will be placed so that during shut down only one fire hydrant will be out of service at a time. Water services shall be standard size, type "K" copper pipe, installed in accordance with the City of Bozeman Standard Drawings for service lines. Summary The computer model results verify that a looped 8-inch distribution main will supply the predicted domestic demand and fire flows for The Legends at Bridger Creek Subdivision. The Peak Hour Demand will be supplied with a residual pressure exceeding 35 psi and the required Maximum Day Demand with Fire Flow will have a residual pressure greater than 20 psi. The results also indicate that further development to the east can be supplied by connection to the proposed system. The WaterCad computer model "run"results are in the following Appendix. 0 �' e • • '� � • • • • • • • v • e • • • • • • • s Scenario: Peak Demand Steady State Analysis Junction Report Label Elevation Zone Type Base Flow (ft) Pattern Demand Calculated Pressure(gPm) (Calculated) Hydraulic Grade (gP�n) (ft) (psi) J-1 4,716.50 Zone- Demand 0.00 Fixed J2 4,722.00 Zone,- Demand 0.00 4,986.22 116.69 0.00 Fixed 0.00 4,986.01 .114.22 J-3 4,728.00 Zone- Demand 1.04 Fixed 1.04 4,985.95 111.60 J-4 4,730.90 Zone- Demand 0.00 Fixed 0.00 4,985.89 110.32 J-5 4,733.80 Zone- Demand 0.00 Fixed 0.00 4,985.89 109.07 J=6 4,735.00 Zone- Demand 0.00 Fixed 0.00 4,985.86 108.54 J-7 4,736.30 Zone- Demand 0.00 Fixed 0.00 J-8 4,741.00 Zone- Demand 0.00 Fixed 0.00 4;4985.8985.83 107.97 3 105.93 J-9 4.747.00 Zone- Demand 0.0 Fixed 0.00 4,985.83 103.33 J-10 4;748.00 Zone- Demand 1.044 Fixed 1.04 4,985.83 102.90 1.04 Fixed J-11 4,71 B.00 Zone- Demand J-12 4,719.00 Zone- 1.04 4,986.11 115.57 Demand 1.04 Fixed 1,04 4,986.17 116.02 J-13 4,720.60 Zone- Demand 1.04 Fixed 1.04 4,986.05 114.85 J-14 4,723.20 Zone- Demand 1.04 Fixed 1.04 4.985.99 113.70 J-15 4,724.30 Zone- Demand 1.04 Fixed 1.04 4,985.98 113.22 J-16 4,728.00 Zone- Demand 1.04 Fixed 1.04 4,985.96 1.11.61 J-17 4,727.00 Zone- Demand 1.04 Fixed 1.04 4,985.94 112.03 J-18 4,728.00 Zone- Demand 1.04 Fixed 1.04 4,985.92 111.59 J-19 4,730.35 Zone-1 Demand 0,00 Fixed 0.00 4,985.89 110.56 J-21 4,748.00 Zone- Demand J-23 4,748.00 1:04 Fixed 1.04 4,985.83 102.90 Zone- Demand 2.08 Fixed J-24 4,721.50 Zone- Demand 0.00 4,985.95 114.90 0:00 Fixed 0.00 J 25 4,723.50 Zone-1 Demand 4,985.95 114.41 0.00 Fixed 0.00 4,985.95 113.55 J-26 4,722.00 Zone- Demand 0.00 Fixed 0.00 4,986.00 114.22 J-27 4,721:80 Zone- Demand 1.04 Fixed 1.04 4,985.95 114.28 J-28 4,721.80 Zone- Demand 1.04 Fixed 1.04 4,985.95 114.28 J-29 4,722.70 Zone- Demand 1.04 Fixed 1.04 4,985.95 113.90 J-30 4,722.90 Zone-1 Demand 1.04 Fixed 1.04 4,985.95 113.81 J-31 4,723.50 Zone- Demand 1.04 Fixed 1.04 4,985.95 113.55 J-32 4,723.50 Zone- Demand 1.04 Fixed 1.04 4,985.95 113.$5 J-33 4,723.50 Zone- Demand 1.04 Fixed 1.04 J-34 4,729.00 Zone-1 Demand 4,985.95 113,55 0.00 Fixed 0.00 J-35 4.724.70 Zone- Demand 4,985.94 111.15 1 J-36 4,724.70 Zone- Demand .04 Fixed 1.04 4,985. 1.04 Fixed 113.03 1.04 4,985.9 J-37 4,7 1 25.60 Zone- Demand 3 113.03 04 Fixed 1.04 4,985.9 J-38 4,724.70 Zone- Demand J-39 4.726.60 Zone- Demand 1.04 Fixed 112.63 1.04 4,985.93 113.02 J-40 4,727.60 Zone- Demand 1.04 Fixed 1:04 4,985:92 112.19 04 J-41 4,727.40 Zone- Demand 1.04 Fixed 1. 4,985:91' 111.76 J-42 4,727.60 Zone- Demand 104 Fixed 1.04 4,985.91 111.84 J-43 4,730.00 Zone-1 Demand 1.04 Fixed 1.04 4,985.90 111.75 J-44 4,730.10 Zone- Demand 1.04 Fixed 1.04 4,985.89 110.71 J-45 4,730.70 Zone- :Demand 0:00 Fixed 0.00 4,985.89 110.67 3-46 4,731.20 Zone- Demand 1.04 Fixed 1.04 4,985.89 110.41 J-47 4,731.20 Zone- Demand 1.04 Composite 1.04 4,985.89 110.19 1.04 Fixed 1.04 4,985.89 110.19 J-49 4,731.50 Zone- Demand J-50 4,731.20 Zone- Demand 1.04 Fixed 1.04 4,985.89 110.06 J-51 4,731.50 Zone- Demand 1.04 Fixed 1.04 4,985.89 110.19 1.04 Fixed 1.04 4,985,89 110.06 J-52 4,732.30 Zone- Demand 1,04 Fixed 104 J-53 4.732.30 Zone- Demand 4,985.89 109.72 J-54 4,732.30 Zone- Demand 1.04 Fixed . 1.04 Fixed 1.04 4,985.89 109.72 J-55 4,732.50 Zone- Demand 4,085.89 109.72 1.04 Fixed 1.04 1.04 4,986.89 109.63 Title:Legends II -- n:\3959\005\acad\civil\modeling\legends2.wcd 05/30/06.10:15:40 AT/ WaterCAD v7.0[07.00.0 Bentley Systems, Inc. Haestad Methods Solution Center Watertown,CT 06795 USA +1- Project Engineer:Jim Ullman 1 of 4 203-755-1666 Page 1 of 4 scenario: Peak Demand ' Steady State Analysis Junction Report Label Elevation Zone Type Base Flow (n) Pattern Demand Calculated Pressure (gpm) (Calculated) Hydraulic Grade (gpm) (ft) (Psi) J-56 4,732.50 Zone- Demand 1.04 Fixed 1.04 4,985.89 109.63 • J-57 4,730.00 Zone- Demand J-58 4,723.30 Zone- Demand 1.04 Fixed 1.04. 4,985.89 110.71 J-59 4,726.00 Zone- Demand 0.00 Fixed _ 0.00 4,985.89 113.61 J-60 4.736.30 Zone- Demand 0.00 Fixed 0.00 4,985.89 112.44 J=61 4,726.10 Zone- Demand 1.04 Fixed 1.04 4,985:89 108.42 J-62 4,728.10 Zone- Demand 1.04 Fixed 1.04 4,985.88 112.40 J-68 4,729.40 Zone-1 Demand 1.04 Fixed 1.04 1.04 Fixed 4,985.88 111.53" J-64 4,730.70 Zone-1 bemand 1.04 4,985.88 110.97 J-65 4.730.70 Zone- Demand 1.04 Fixed 1.04 4,985.88 110.40 J-66 4,731.40 Zone- Demand 1.04 Fixed 1.04 4,985.88 110.40 J-67 4.732.10 Zone- Demand 1.04 Fixed 1.04 4,985.88 110.10 J-68 4,732.90 Zone- Demand 1.04 Composite 1.04 4,985.87 109.80 J-69 4,733.20 Zone- Demand 1.04 Fixed 1.04 4,985.87 109.45 1.04 Fixed 1.04 J-70 4,733.20 Zone- Demand 4,985.87 109.32 1.04 Fixed 1.04 J-71 4,783.20 Zone- Demand 4,985.87 109.32 1.04 Fixed 1.04 J-72 4,734.70 Zone- Demand 4,985.87 109.32 J-73 41733.00 Zone-1 Demand 1.04 Fixed.00 Fixed 0.00 4,985.87 108.67 1 1.04 J-74 4.733.00 Zone- Demand 4,985.87 109.40 J-76 4.735.40 Zone 1.04 Fixed 1.04 Demand 4,985.87 109.4.0 J-77 4.735.40 Zone- Demand 1.04 Fixed 1.04 4,985.87 108.36 1.04 Fixed 1.04 J-78 4,735.00 Zone- Demand 4,985.87 108.36 J-79 4,735.00 Zone- Demand 1.04 Fixed 1.04 Fixed 1.04 4,985.86 108.54 J-80 4,727.14 Zone- Demand 1.04 4,985.86 108.54 0.00 Fixed 0 J-81 4,739.30 Zone- Demand 0.00 Fixed .00 4,985.89 111.95 J-82 4,741.80 Zone- Demand 4,985.84 106.67 J-83 41747.00 Zone- Demand 0.00 Fixed 0.00 0.00 Fixed 0.00 4,985.83 105.56 0.00 J-84 4,747.00 Zone- Demand 4,985.83 103.33 0.00 Fixed 0.00 J-85 4,753.00 Zone- Demand 4,985.83 103.33 J-86 4.726.00 Zone- Demand 0.08 Fixed 0.00 4,985.82 100.73 J-87 4,726.00 Zone- Demand 2.08 Fixed 2.08 4,985.89 112.44 2.08 Fixed J-88 41726.70 Zone- Demand 4.985.88 112.44 J-89 4.726.80 Zone- Demand 2.08 Fixed 2.08 2.08 4,985.88 112.13 J-90 4,727.00 Zone- Demand 2.08 Fixed 2.08 4,985.87 112.09 J-91 4.729.50 Zone- Demand 2.08 Fixed 2.08 4,985.87 112.00 J-92 4.729.50 Zone- Demand 2.08 Fixed 2.08 4,985.87 110.92 J-93 4,731.20 Zone- Demand 2.08 Fixed 2.08 4,985.86 110.92 2. J-94 4,731.50 Zone- Demand 2.08 08 Fixed Fixed 2.08 4,985.86 110.18 J-95 4,735.00, Zone- Demand 4;985.86 110.05 J-96 4,735.00 Zone- Demand 2.08 Fixed 2.08 2.08 Fixed 2.08 4,985.85 108.53 J-97 4,735.60 Zone- Demand 1.04 Fixed 4,985.85 108:53 1 2.04 08 J-98 4,736.40 Zone-1 Demand 4,985.85 108.53 2.08 Fixed 2.08 4,985.85 107.92 J-99 4.737.80 Zone- Demand J-11 4,737.80 Zone- Demand 2.08 Fixed 2.08 4,985.85 107.32 J-101 4,738.50 Zone- Demand 2.08 Fixed 2.08 4,985.84 107.32 J-1024,738.50 Zone- Demand 2.08 Fixed 2.08 4,985.84 107.01 J-1 03 4,742.60 Zone- Demand 0.00 Fixed 0.00 4,985.84 107.01 J-1 04 4,744,60 Zone- Demand 0.00 Fixed 0.00 Fixed 0.00 4,985.84 105.24 J-1054,749.30 Zone- Demand 0.00 Fixed 0.00 4,985.83 104.37 0.00 J-1064,751.10 Zone- Demand 4,985.83 102.33 J-1 07 4,752.00 Zone- Demand 0.08 Fixed 0.00 4,985.83 101.55 J-108 4.752.00 Zone-1 Demand 2.08 Fixed 2.08 4,985.83 101.17 2.08 Fixed 2.08 4.985.83 101.17 Title:Legends II - _ n:\3959\005\aca d\civi I\modeling\legends2.wcd 05/30/06 10:15:40 A/Bentley Systems, Inc. Haestad Methods Solution Center Watertown,CT 06795 USA +1_203- 5f1666 WaterCAD v7.0 5 [07.00. Engineer:Jim Ullman f ] Pagee 2 2 o of 4 Scenario: Peak Demand Steady State Analysis Junction Report Label Elevation Zone Type Base Flow ow Pattern(9Pm) Demand Calculated Pressure (Calculated) Hydraulic Grade J-109 4,752.00 Zone- Demand, (gPm) (ft) (psi) J-110 4,752.00 Zone-1 Demand 2.08 Fixed 2.08 2.08 Fixed 4,985.83 101,17 J-111 4.752.80 Zone-1 Demand 2.08 4,985.82 101.18 J-112 4.739,10 Zone-1 Demand 1.08 Fixed 2.08 4,985.82 100.82 J-113 4,739.70 Zone- 1.04 Fixed 1.04 Demand 1.04 Fixed 4,985.84 106,75 J-114 4,739.70 Zone- Demand 1.04 4,985.84 106.49 J-115 4,739.00 Zone- Demand 1.04 Fixed 1.04 =1.04 Fixed 4,985.84 106.49 J-1184,737.90 Zone- Demand 1.04 4,985.84 106.80 J-110 4,737.90 Zone-1 Demand 1.0�4 Fixed 1.04 4,985.84 107.27 J-1.204,737.00 Zone-1 Demand 1.04 Fixed 1.04 1.04 Fixed 4,985.84 107.27 J-121 4,737.00 Zone-1 Demand 1.04 4,985.84 107.66 J-1224,737.00 Zone-1 Demand 1.04 Fixed 1.04 4,985.84 107.66 J-1234,737.00 Zone- Demand 1.04 Composite 1.04 4,985.84 107.66 J-124 4,737.30 Zone- Demand 1.04 Fixed 1.04 1.04 Fixed 4,985.84 107.53 J-1254,737.00 Zone- Demand 1.04 4,985.84 107. J-1264,741.00 Zone- Demand 1.04 Fixed 1.04 1.04 Fixed 4,985.84 107.66 J-127 4.746.00 Zone- Demand 1.04 4,985.83 105.93 J-128 4,746.00 Zone- Demand 1.04 Fixed 1.04 4,985.83 103.76 J-1294,746.00 Zone- Demand 1.04 Fixed 1.04 1.04 Fixed 4,985.83 103.76 J-1304,745.30 Zone-1 Demand 1.04 4,985.83 103.76 J-131 4,745.30. Zone- Demand 1.04 Fixed 1.04 4,985.83 104.07 J-1324,745.30 Zone- Demand 1:04 Fixed 1.04 2.08 Fixed 4,985.83 104.07 J-133 4,744.20 Zone- Demand 2.08 4,985.83 104.07 J-134 4,740.60 Zone- 1 Demand 1.04 Fixed 1.04 1.04 Fixed 4,985,83 104.54 J-135 4,740.60 Zone- Demand 1.04 4,985.83 106.10 J-1364,746.40. Zone- Demand 1.04 Fixed 1.04 1.04 Fixed 4,985.83 106.10 J-1374,746.40 Zone- Demand 1.04 4,985.83 103.59 J-138 41748.70 Zone-1 Demand 1.04 Fixed 1.04 1.04 Fixed 4,985.83 103.59 J-1394,748.70 Zone-1 Demand 1,04 4,985.83 102.59 J-140 4,745.30 Zone-1 Demand 1.04 Fixed 1.04 - 1.04 Fixed 4,985.83 102.59 J-1 414.745.30 Zone-1 Demand 1.04 4,985.83 104.07 J-14 4.745.30 Zone- Demand 1.04 Fixed 1.04 1.04 Fixed 4,985.83 104.07 J-143 4,745.30 Zone-1 Demand 1.04 4,985.83 104.07 J-1444,744.80 Zone- Demand 1.04 Fixed 1.04 1.04 Fixed 4+985.83 104.07 J-14 4,747.30 Zone-1 Demand 1.04 4;985.83 104.28 J-14 4,744.20 Zone-1 Demand 1.04 Fixed 1:04 1.04 Fixed 4,985.83 103.20 J-1474,744.20 Zone- Demand 1.04 4,985.83 104.54 J-1484,744.20 Zone- Demand 1.04 Fixed 1.04 0.00 Fixed 4,985.83 104.54 J-1494,744.00 Zone- Demand 0.00 4,985.83 104.54 J-150 4,749.10 Zone- Demand 1.00 Fixed 0.00 1.04 Fixed 4.985.83 104.63 J-1514,749.10 Zone- Demand 1.04 4,985.83 102.42 J-1524,749.10 Zone- Demand 1.04 Fixed 1.04 1.04 Fixed 4.985.83 102.42 J-15 4.748.20 Zone- Demand 1.04 4,985.83 102.42 J-154 4,746.70 Zone- Demand 1.04 Fixed 1.04 1.04 Fixed 4,985.83 702.81 J-1554,748.20 Zone- Demand 1.04 4,985.83 102.59 J-15 4,748.20 Zone - Demand 1.04 Fixed 1.04 1.04 Fixed 4,985.83 102.81 4-1574,747.30 Zone-1 Demand 1.04 4,985.83 102.81 J-15 4,747.00 Zone -1 Demand 1.04 Fixed 1.04 1.04 Fixed 4,985.83 103.20 J-1594,741.00 Zone -1 Demand 1.04 4,985.83 103.33 J-160 4.741.00 Zone - Demand 1.04 Fixed 1.04 4,985.83 105.93 J-161 4,749.10 Zone - Demand 1.04 Composite 1.04 4,985.83 105.93 J-162 4,747.00 Zone-1 Demand 1.04 Fixed 1.04 1.04 Fixed 4,985.83 102.42 Title: Legends II _ 1.04 4,985.83 103.33 - ---n:\3959\005\acad\civil\rnodeling\legends2.wcd ect 05/30/06 10A:40,410entley Systems, Inc, Haestad Methods Solution Center Watertown, CT 06795 USA +1_20�755,1666 Engineer:Jim Ullman WaterCA v7.0[07.00 f 4 Pagee 3 3 o of 4 Scenario: Peak Demand Steady State Analysis Junction Report Label Elevatio Zone Type Base Flow Pattern (ft) TDemand Calculated Pressure (gpm) lated) Hydraulic Grade (psi) m) (ft) J-163 4.748.00 Zone- Demand 1.04 Fixed J-164 4,723.50 Zone-1 Demand 1.04 4;985.83 102.90 0.00 Fixed 0.00 4,985.95 113.55 J-1654,731,10 Zone- Demand 0.00 Fixed J-166 4,735.00 Zone- Demand 0.00 4,985.88 110.23 0.00 Fixed 0.00 4,985.86 108.54 J-167 4.741.00 Zone- Demand 1.04 Fixed 1.04 4,98584 105.93 J-1 68 4,741.80 Zone- Demand 1.04 Fixed 1.04 4,985.84 105.58 J-169 4.744.00 Zone- Demand 1:04 Fixed J-1 70 4,744.60 Zone-1 Demand 1.04 4,985.83 104. 1.04 Fixed 1.04 4,985.83 104.3737 J-171 4,744.00 Zone- Demand 1.04 Fixed J-172 4.744.60 Zone- Demand 1.04 4,985.83 104.63 1.04 Fixed 1.04 4,985.83 104.37 J-173 4,744.50 Zone-1 Demand 1.04 Fixed J-174 4,747.00 Zone-1 Demand 1.04 4,985.83 104.41 1.04 Fixed 1.04 4,985.83 103.33 J-175 4,747.00 Zone- Demand 1.04 Fixed 1.04 4,985.83 103.33 J-176 4,750.00 Zone- Demand 1.04 Fixed J-177 4,749.50 Zone- Demand 1.04 Fixed 1.04 4,985.83 102.03 J-178 4,747.50 Zone- Demand 1`04 4.985.83 102.25 J-179 4,747.Ob 1.04 Fixed Zone-1 Demand 1.04 Fixed 1.04 4,985.83 103.11 J-1804,741.00 Zone-1 Demand 0 1.04 4,985.83 . 103.33 .00 Fixed J-181 4,747.00 Zone0.00 4,985.83 105.93 - Demand 0.00 Fixed 0.00 4.985.831 103.33 Title:Legends II n:\3959\005\acad\civ41\modeling\legends2.wcd Project Engineer:Jim Ullman WaterCAD 05/30/06 10:15:40 Bentley Systems, Inc. Haestad Methods Solution Center Watertown,CT 06795 USA +1.203V755-666 v7.0[07.00.049.00) Page 4 of 4 Scenario: Peak Demand Steady State Analysis Pipe Report Label Length iamete Material Hazen- Check Minor Control ischar(ft) (in) William Valves 9 Pstream Strucl wnstream Structu @ressure Head loss C Loss Status' (gpm) Hydraulic Grade Hydraulic Grade Pipe Gradient oefficlen (ft) (f►) Headlos (ft/1000ft) P-4 239.00 8.0 Ductile Iron (ft) 130.0 false 0.39 Open 32.18 4,985.89 P-5 362.00 8.0 Ductile Iron 130.0 false 0.39' Open 45.90 4,985.89 4,985.86 0.01 0.03 P-7 206.00 8.0 Ductile Iron 130.0 false 0.39 Open 40.06 4,985.85 4,985.86 0.02 0.06 P-10 61.00 8.0 Ductile Iron 130.0 false 0.39 Open 168.49 4,985.83 0.01 0.05 P-11 79.00 8.0 Ductile Iron P 4,986.22 4,986.17 0.05 0.79 130.0 false 0.39 Open 167.45 4,986.17 P-12 80.00 8.0 Ductile Iron 130.0 false 0.39 Open 166.41 4,986.11 4,986.11 0.06 0.75 P-13 57.00 8.0 Ductile Iron 130.0 false 0.39 Open 165.37 4,986.05 4,986.05 0..04 0.74 P-14 54.00 8.0 Ductile Iron 130.0 false 0.39 Open 85.23 4,985.99 0,01 0.77 P-15 83.00 8.0 Ductile Iron P 4,986.01 4,985.99 0.01 0.23 130.0 false 0.39 Open 84.19 4,985.99 P-16 83.00 8.0 Ductile Iron 130.0 false 0.39 Open 83.15 4.985.98 6 0.02 0.21 P-17 39.00 8.0 Ductile Iron P 4,985.98 4,985.96 0.02 0.21 130.0 false 0.39 Open 82.11 4,985.96 P-18 38.00 8.0 Ductile Iron 130.0 false 0.39 Open 81.07 4,985.95 4,985.95 0.01 0.21 P-19 111.00 8.0 Ductile Iron 130.0 false 0.39 Open 80.03 4,985 92 0.01 0.22 P-20 164.00 8.0 Ductile Iron ' P 4,985.94 4,985.92 0.02 0.18 130.0 false 0.39 Open 78.99 4,985.92 P-21 66.00 18.0 Steel 100.0 false 0.39 Open 0.00 4,985.89 4,985.89 0.03 0.18 P-22 877.00 18.0 Steel 100.0 false 0.39 Close 0.00 5,016. 0 0.00 0.00 4 P-23 258.00 8.0 Ductile Iron 130. ,985.89 , 16.0 0.00 0.00 0 false 0.39 Open 5.20 4,985.83 P-25 15.00 8.0 Ductile Iron 130.0 false 0.39 Open 1.04 4,985.83 0.00 0.00 P-27 289.00 8.0 Ductile Iron P 4,985.83 4,985.83 0.00 0.00 130.0 false 0.39 Open -80.14 4 985.95 P-28 31.00 8.0 Ductile Iron 130.0 false 0.39 Open -80.14 4,986.00 0.05 p,1g P-29 49.00 8.0 Ductile Iron P 4,986.00 4,986.01 0.01 0.22 130.0 false 0.39 Open 0.00 4,985.95 P-30 9.00 8.0 Ductile Iron 130.0 false 0.39 Open -1.04 4,985.95 0.00 0.00 P-31 51.00 8.0 Ductile Iron 4,985.95 4,985.95 0.00 0.00 130.0 false 0.39 Open -2.08 4,985.95 P-32 29.00 8.0 Ductile Iron 4,985.95 0.00 0.00 130.0 false 0.39 Open -3.12 4,985.95 P-33 31.00 8.0 Ductile Iron 130.0 false 0.39 Open 4 16 4,985.95 0.00 0.00 P-34 49.00 8.0 Ductile Iron 4,985.95 4,985.95 0.00 0.02 130.0 false 0.39 Open 5.20 4,985.95 P-35 12.00 8.0 Ductile Iron 130.0 false 0.39 Open -6.24 4,985.95 0.00 0.00 P-37 47.00 8.0 Ductile Iron 4,985.95 4,985.95 0.00 0.00 130.0 false 0.39 Open 72.86 4,985.95 P-38 6.00 8.0 Ductile Iron 130.0 false 0.39 Open 71.82 4,985.94 4,985.94 0.01 0.17 P-39 59.00 8.0 Ductiie Iron 130.0 false 4,985.94 0.00 0.41 P- 130. .00 8.0 Ductile Iron 0.39 Open 70.78 4,985.94 4,985.93 0.01 0.16 0 false 0.39 Open 69.74 4,985.93 P-41 65.00 8.0 Ductile Iron 130.0 false 0.39 Open 68.70 4,985.92 0.01 0.15 0,20 4 P-42 44.00 8.0 Ductile Iron ,985.93 4,985.9 0.01 130.0 false 0.39 Open 67.66 4,985,92 P-43 13.00 8.0 Ductile Iron 130.0 false 0.39 Open 66.62 4.985.91 4,985.91 0.01 0.24 4.985.91 0.0 P-44 50.00 8.0 Ductile Iron 130.0 false 0.39 Open 65.58 1 .14 P-45 52.00 8.0 Ductile Iron 4,985.91 4,985.90 0.01 0.130.0 false 0.39 Open 64.54 41985.90 P-46 197.00 18.0 Steel 100.0 false 0.39 Open 46.81 4,985.89 0.01 0.13 P-47 74.00 18.0 Steel P 4,985.89 4,985.89 0:00 0.00 100.0 false 0.39 Open 45.77 4,985.89 P-48 161.00 18.0 Steel 100.0 false 039 Open 19,87. 4,985.89 0.00 0.00 . P-49 58.00 8.0 Ductile Iron 4,985.89 4,985.89 0.00 0.00 130.0 false 0.39 Open 26.21 4,985.89 P-51 31.00 8.0 Ductile Iron 130.0 false 0.39 Open 23•09 4,985.89 0.00 0.03 4,985.89 4, P-52 51.00 8.0 Ductile Iron 130. 985.89 0.00 0.03 0 false 0.39 Open 22.05 4,985.89 P-54 38.00 8.0 Ductile Iron 130.0 false 0.39 Open 25.17 4,985,89 4,985.89 0.00 0.01 P-55 5.00 8.0 Ductile Iron 130.0 false 0.39 Open 24.13 4,985.89 0.00 0.03 P-56 7.00 8.0 Ductile Iron P 4,985.89 4,985.89 0.00 0.00 130.0 false 0.39 Open 21.01 4,985.89 P-57 37.00 8.0 Ductile Iron 130.0 false 4,985.89 0.00 0.07 8.0 Ductile P-58 39.00 0.39 Open 19.97 4,985.89 4,985.89 e Iron 130.0 false 0.39 Open 1g_93 '0.00 0.01 130 P-59 13.00 8.0 Ductile Iron 4,985.89 4,985.89 0.00 0.01 .0 false 0.39 Open 17.89 4,985.89 P-60 24.00 8.0 Ductile Iron 130.0 false 0.39 Open 16.85 4,985.89 0.00 0.04 P-61 43.00 8.0 Ductile Iron 130. 4,985.89 4,985.89 0.00 0.00 0 false 0.39 Open 15.81 4,985.89 P-62 41.00 8.0 Ductile Iron 130.0 false 0.39 Open 14.77 4,985.89 4'985.89 0.00 0.01 4,985.89 0.00 0.01 Title:Legends II - n:\3959\005\acad\civil\modeling\legends2.wcd Project Engineer:Jim Ullman 05/30/06 10:16:20�vHentley Systems,Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1_20 V755-666 v7.0107.00.049.00] Page 1 of 4 scenario: Peak Demand Steady State Analysis Pipe Report Lab7ee iamete Material Hazen- Check Minor Control ischa(in) William Valves r9 Pstream Struct wnslream Struclu Pressure Headloss Loss Status (gpm) Hydraulic Grade Hydraulic Grade Pipe Gradient C oefficlen ft ( ) (ft) Headios (ft/1000ft) P-68.0 Ductile Iron (ft) 130.0 false 0.39 Open 13.73 4,985.89 P-618.0 Steel 100.0 false 0.39 Open 84.10 4 985-89 4,985.89 0.00 0.01 P-68.0 Ductile Iron 130.0 false 0.39 Open 32.18 4,985.89 4,985.89 0.00 0.01 P-'68.0 Ductile Iron 130.0 false 0.39 Open 31.14 4.985.89 0.00 0.03 P-688.0. Ductile Iron p 4,985.89 4,985.88 0.00 0.03 130.0 false 0.39 Open 30.10 4,985.88 P-698.0 Ductile Iron 130.0 false 0.39 Open 29.06 4,985.88 4,985.88 0.00 0.03 P-70 66.00 8.0 Ductile Iron 130.0 false 0.39 Open 28,02 4,985.88 0.00 0.03 P-71 64.00 8.0 Ductile Iroh p 4,985.88 4,985.88 0.00 0.03 130.0 false 0.39 Open 26.98 4,985.88 P-73 71.00 5.0 Ductile Iron 130.0 false 0.39 Open 24.90 4,985.87 0.00 0.02 4,985.88 4,985.87 P-74 98.00 8.0 Ductile Iron 0.00 0.02 130.0 false 0.39 Open 23.86 4,985.87 P-75 87.00 .8.0 Ductile Iron 130.0 false 0.39 Open 2282 4,985.87 0.00 0.02 P-76 97.00 p 4,985.87 4,985.87 0.00 0.02 B.0 Ductile Iron 130.0 false 0.39 Open 21.78 4,985.87 P-77 5.00 8.0 Ductile Iron 130.0 false 0.39 Open 20.74 4,985.87 0.00 0.02 P=78 60.00 p 4,985.87 4,985.87 0.00 0.00 8.0 Ductile Iron 130.0 false 0.39 Open 19.70 4,985.87 P-79 26.00 8.0 Ductile Iron 130,0 false 0.39 Open 19.70 4,985.87 0.00 0.02 P-80 5.00 p 4,985.87 4,985.87 0.00 0.02 8.0 Ductile iron 130.0 false 0.39 Open 18.66 4,985.87 P-81 79.00 8,0 Ductile Iron 130,0 false 0.39 Open 17.62 4,985.87 0.00 0.00 P-82 7.00 8.0 Ductile Iron p 4,985.87 4,985.87 0.00 0.0.1 130,0 false 0.39 Open 16.58 4,985.87 P-83 90.00 8.0 Ductile Iron 130.0 false 0.39 Open 16.54 4,985.87 4,985.87 0.00 0.00 P-84 6.00 8.0 Du'ctile Iron 130.0 false 0.39 Open 14.50 4,985.86 0.00 0.01 P-85 60.00 8.0 Ductile Iron p 4,985.86 4,985.86 0.00 0.00 130.0 false 0.39 Open 13.46 4,985.86 P-86 444.00 18.0 Steel 100.0 false 0.30 Open 51.93 4,985.86. 0.00 0.01 P-87 46.00 18.0 Steel p 4,985.89 4,985.89 0.00 0.00 100.0 false 0.39 Open 0.00 4,985.89 P-93 61.00 8.0 Ductile Iron 130.0 false 0.39 Open 5'1.92 4,985.89 0.01 0.09 P794 63.00 8.0 Ductile Iron p 4,985.8;3 4,985.89 0.01 0.09 130.0 false 0.39 Open 49.84 4,985.89 P-95 50.00 8.0 Ductile Iron 130.0 false 0.39 Open 47.76 4,985.88 4,985.88 0.01 0.07 P-96 50.00 8.0 Ductile Iron 130.0 false 0.39 Open 45.68 4,985.88 0.00 0.07 P-97 50.00 8.0 Ductile Iron p 4,985.88 4,985.87 0.00 0.08 130.0 false 0.39 Open 43.60 4,985.87 P-98 49.00 8.0 Ductile Iron 130.0 false 0.39 Open 41.52 4,985.87 4,985.87 0.00 0.06 P-99 51.00 8.0 Ductile Iron 130.0 false 0.39 Open 39.44 4,985.87 4,985.86 0.00 0.06 P-10 100.00 8.0 Ductile Iron 130.0 false 0.39 Open 37.36 4,985.86 0.00 0.06 P-10 70.00 8.0 Ductile Iron 4,985.86 4,985.86 0.00 0.04 130.0 false 0.39 Open 35.28 4,985.86 P-10 69.00 8.0 Ductile Iron 130.0 false 0.39 O en 33.20 4,985.8 0.00 0.04 p P-10 70.00 8.0 Ductile Iron 4,985.86 4,985.855 0.00 0.04 P-10 70.00 130.0 false 0.39 Open 31.12 4,985.85 8.0 Ductile Iron 130,0 false 4,985.85 0.00 0.03 0.39 Open 29.04 4,985.85 4,985.85 0.00 0.03 P-10 111.00 8.0 Ductile Iron 130.0 false 0.39 Open 28,00 4,985.85 P-10 71.00 8.0 Ductile Iron 130.0 false 4,985.85 0.00 0.03 0.39 Open 25.92 4,985.85 4,985.85 0.00 0.02 P-107 72.00 8.0 Ductile Iron 130.0 false 0.39 Open 23.84 4,985.85 P-10 73.00 8.0 Ductile Iron 130.0 false 0.39 Open 21.76 4,985.84 4,985.84 0.00 0.02 P-10 71.00 8.0 Ductile Iron 130.0 false 0.39 Open 19;88 4,985.84 0.00 0.02 P-11 115.00 8.0 Ductile Iron 4,985.84 4,985.84 0.00 0.01 130.0 false 0.39 Open 19.68 4,985.84 P-11 4 30.00 8.0 Ductile Iron 130.0 false 0.39 Open 10.40 4,98583 0.00 0.01 P-11 50.00 8.0 Ductile Iron ,985.83 4,985,8 0.00 0.00 130.0 false 0.39 Open 6.32 4,985.83 P-12 50.00 8.0 Ductile Iron 130.0 false 0.39 O en 6.24 4,985.83 0.00 0.00 P-12 49.00 8.0 Ductile Iron P 4,985.83 4,985.83 0.00 0.00 130.0 false 0.39 Open 4.16 4,985.83 P-12 50,00 8.0 Ductile Iron 130.0 false 0.39 Open 2.08 4,98582 0.00 0.01 P-12 26.00 8.0 Ductile Iron 4,985.82 4,985.82 O.Ob 0.00 130.0 false 0.39 Open 0.00 4,985.82 P-12 46.00 8.0 Ductile Iron 130.0 false 0.39 Open -6.83 4,985.84 0.00 0.00 P-12 11.00 8.0 Ductile Iron p 4,985.84 4,985.84 0.00 0.00 130.0 false 0.39 Open -7.87 4,985.84 P-12 47.00 8.0 Ductile Iron 130.0 false 0.39 Open -8.91 4,985.84 0.00 0.00 P-12 20.00 8.0 Ductile Iron P 4,985.84 4,985.84 0.00 0.00 130.0 false 0.39 Open -9.95 4,985.84 4,985.84 0.00 0.02 Title:Legends II n:\3959\005\acad\civil\modeling\legends2.wcd Project Engineer:'Jim Ullman WaterCAD v7.0[07. 05/30106 10:16:20 AWBentley Systems, Inc, Haestad Methods Solution Center Watertown,CT 06795 USA +1-203-755-6 Page 2 66 f 4 2 o of 4 ocenano: teak Demand ` Steady State Analysis Pipe Report Label Length lamete Material Haze7false inor Contro ischar (ft) (in) ili'Jam oss Status 9 Pslream Struct wnstream Structui8ressure Headloss C Wpm) Hydraulic Grade Hydraulic Grade Pipe Gradient fficien (ft) (ft) Headlos (fU1000ft) P-12 48.00 8.0 Ductile Iron 130. 0.39 Open 10.99 4,985.84 (ft) P-13 `00 8.0 Ductile Iron 130. 0.39 Open -12.03 4,985.84 4,985.84 0.00 0.00P-13 800 8.0 Ductile Iron 130. 0.39 Open -13.07 4,985.84 4,985.84 0.00 0.00P-13 35.00 8.0 Ductile Iron 130. 0.39 Open -14.11 4,985.84 4,985.84 0.00 0.06P-13 24.00 8.0 Ductile Iron 130. 0.39 Open 15.15 4,985.84 4,985.84 0.00 0.00 P-13 48.00 8.0 Ductile Iron 130.0 false 0.39 Open -16.19 4,985.84 4,985.84 0.00 0.02 P-13 29.00 8.0 Ductile Iron 130.0 false 0.39 Open -17.23 4,985.84 4,985.84 0.00 0.01 P-13 117.00 8 01 Ductile Iron 4,985.84 0.00 0.00 130.0 false 0.39 Open -18.27. 4,985.84 4,985.84 P-13 66:00 8.0 Ductile Iron 130.0 false 0.39 Open =19:31 4,985.84 4,985.85 0.00 0.01 P-13 28.00 8.0 Ductile'Iron 130.0 false 0.39 Open -3.65 4,985.83 4,985.8 0.00 0.01 P-14 31.00 8.0 Ductile Iron 4,985.83 0.00 0.00 130:0 false 0.39 Open 4.69 4,985.83 P-14 9.00 8:0 Ductile Iron 130.0 false 0.39 Open -5.73 4,985.83 4,985.83 0.00 0.00 P-14' 28.00 8.0 Ductile Iron 130.0 false 0.39 Open -6.77 4,985.83 4,985.83 0.00 0.02 P-14 28.00 8.0 Ductile Iron 130.0 false 0.39 Open -7.81 4,985.83 4,985.83 0.00 0.00 P-14 29.00 8.0 Ductile Iron 130.0 false 0.39 Open -8.85 4,985.83 4,985.83 0.00 0.00 P-14 42.00 8.0 Ductile Iron 130.0 false 0.39 Open -10.93 4,985.83 4,985.83 0.00 0.00 P-14 46.00 8.0 Ductile Iron 130.0 false 0.39 Open -11.97 4,985.83 4,985.83 0.00 0.01 P-14 22.00 8.0 Ductile Iron 130.0 false 0.39 Open -13.01 4,985.83 4,985.83 0.00 0.00 P-145 35.00 8.0 Ductile Iron 130.0 false 0.39 Open 2.31 4,985.83 4,985,83 0.00 0.00 P-15C 5.00 8.0 Ductile Iron 130.0 false 0.39 Open 1.27 4,985.83 4,985.83 0.00 0.00 P-15 46.00 8.0 Ductile Iron 130.0 false 0.39 Open 0.23 4,985.83 4.985.83 0.00 0.00 P-15 5.00 8.0 Ductile Iron 130.0 false 0.39 Open -0:81 4,985.$3 4,985:83 0.00 0.00 P-15 42.00 8.0 Ductile Iron 130.0 false 0.39 Open -1.85 4,985.83 4,985.83 0.00 0.00 P-15 10.00 8.0 Ductile Iron 130.0 false 0.39 Open -2.89 4,985.83 4,986.83 0.00 0.00 4 P-15 41.00 8.0 Ductile Iron 130.0 false 0.39 Open -3.93 4,985.83 .9883 0.00 0.00 985.83 0.00 0.00 P-15 6.00 8.0 Ductile Iron 130.0 false 0.39 Open -4.97 4,985.83 4,985.83 0.00 0.00 'P-15 48.00 8.0 Ductile Iron 130.0 false 0.39 Open -6.01 4,985.83 P-15 41.00 8.0 Ductile Iron 130..0 false 0.39 Open -7.05 4,985.83 4'985.83 0.00 0.00 P-15 30.00 8.0 Ductile Iron 130.0 false 0.39 Open -8.09 4,985.83 4,985.8.3 0.00 0.00 P-16 51.00 8.0 Ductile Iron 4,985.83 0.00 0.00 130.0 false 0.39 Open -9.13 4,985.83 P-16 25.00 8.0 Ductile Iron 130.0 false 0.39 Open -10.17 4 985 83 4,985.83 0.00 0.01 P-16 270.00 8.0 Ductile Iron 130.0 false 0.39 Open 26.00 4,985.83 4,985.83 0.00 0.00 P-16 263.00 8.0 Ductile Iron 130.0 false 0,39 Open 15.83 4,985.83 4,985.83 0.01 0.01 P-16 37.00 8.0 Ductile Iron 130.0 false 0.39 Open -10.17 4,985.83 0.00 0.01 P-16 36.00 8.0 Ductile Iron 130.0 false 0.39 Open 0.81 4,985.83 4,985.83 0.00 0.00 P-16 8.00 8.0 Ductile Iron 130.0 false 0.39 Open -0.23 4,98.5.83 4'985.83 0.00 0.00 P-18 53.00 8.0 Ductile Iron 130.0 false 0.39 Open -3.35 4,985.83 4,985.83 0.00 0.00 4,985.8$ 0.00 0.00 P-16. 8.00 8.0 Ductile Iron 130.0 false 0.39 Open -4.39 4,985.83 4,985.83 0.00 0.00 P-17C 42.00 8.0 Ductile Iron 130.0 false 0.39 Open -5.43 4,985.83 P-17 18.00 8.0 Ductile Iron 4,985.83 0.00 0.00 130.0 false 0.39 Open -6.47 4,985.83 4,985.83 0.00 0.00 P-17 33.00 8.0 Ductile Iron 130.0 false 0.39 Open -7.51 4,985.83 P-17 74.00 8.0 Ductile Iron 130:0 false 0.39 Open -8.55 4,985.83 4,986.83 0.00 0.0 P-17 30.00 8.0 Ductile Iron 130.0 false 0.39 Open -0.53 4,985.83 4,985.83 0.00 0.011 P-17 10.00 8.0 Ductile Iron . 130.0 false 0.39 Open -1.57 4,985.83 4,985.83 0.00 0.00 P-1L30. 8.0 Ductile Iron 130.0 false 0.39 Open -2.61 4,985.83 4,985.83 0.00 0.00 P-1 8:0 Ductile Iron 130.0 false 0.39 Open -1.27 4,985.83 4.985.83 0.00 0.00 P-1 8.0 Ductile Iron 130.0 false 0.39 Open -2.31 4,985.83 4,985.83 0.00 0.0D P-1 8.0 Ductile Iron 130.0 false 0.39 Open -9.59 4,985.83 4,985.83 0.00 0.00P=1 8.0 Ductile Iron 130.0 false 0.39 Open 4.16 4,985.83 4,985.83 0.00 0.00 P-1 8.0 Ductile Iron 4,985.83 0.00 0.00 130.0 false 0.39 Open 3.12 4,985.83 P-1 48.0 Ductile Iron 130.0 false 0.39 Open 168.49 4,715.00 4,7�5.00 0.00 0.00 Title:Legends II -- n:\3959\005\acad\civil\rnodeling\legends2.wcd Project Engineer:Jim Ullman WaterCAD 05/30/06 10:16:20 ACVBentley Systems, Inc. Haestad Methods Solution Center Watertown,CT 06795 USA +1-203,-755-666 v7.0[07.00 of 4 Pagee 3 3 of 4 ocenano: Peak Demand ra Steady State Ahalysis Pipe Report Label Length iamete Material Hazen- Check Minor Control ischar (ft) (in) William Valve? 9 pstream Struct wnstream Slructu PressuhHeds Loss Status (gpm) Hydraulic Grade Hydraulic Grade Pipet C .oefficien (ft) (ft) Headlot) P-18 76.00 (ft) 8.0 Ductile Iron 130.0 false 0.39 Open 168.49 4,986.28 P-18 28.00 8.0 Ductile Iron 130.0 false 0.39 Open -7.28 4,985.95 4,986.22 0.0P-18 20.00 8.0 Ductile Iron 130.0 false 0.39 Open -7.28 4,985.95 4.985.95 00P-18 80.00 8.0 Ductile Iron 130.0 false 0.39 Open 25.94 4 985 88 4,985.95 0.0P-18c 26.00 8.0 Ductile Iron 130.0 false 0.39 Open 25.94 4,985.88 4,985.88 0.07.00 8.0 Ductile Iron 4,985.88 0.0130.0 false 0.39 Open 59.36 4,985.86P-19 171.00 8.0 Ductile Iron 4,985.86 0.0 . 130.0 false 0.39 Open 59.36 4,985.86 4,985.85 0.02 0.10 P-19 78.00 8.0 Ductile Iron 130.0 false 0.39 Open 26.51 4,985.84 P-19 107.00 8.0 Ductile Iron 130.0 fals 4,985.84 0.00 0.03 e 0.39 Open 25.47 4,985.84 P-19 34.00 8.0 Ductile Iron 130.0 false 0.39 Open 25.47 4,985.84 4,985.84 0.00 985.84 0.00 0.03 P-19 69.00 8.0 Ductile Iron 130.0 false 0.39 Open 24.43 4,985.84 -4,985.83 0.00 0.01 P-19 29.00 8.0 Ductile Iron 130.0 false 0.39 Open 23.39 4;985.83 P-19 36.00 8.0 Ductile Iron 130.0 false 0.39 Open 23.92 4,965.83 4,985.83 0.00 0.03 P-19 38.00 8.0 Ductile Iron 130.0 false 0.39 Open 22.88 4,985.83 4,985.83 0.00 0.01 P-19f 47,00 8.0 Ductile Iron 130.0 false 0.39 Open 21.84 4,985.83 4,985.83 0.00 0.02 P-20 57.00 8.0 Ductile Iron 130.0 false 0.39 Open 20.80 4,985.83 4,985.83 0.00 0.02 P-20 33.00 8.0 Ductile Iron 130.0 false 0.39 Open 20.80 4,985.83 4,985.83 0.00 0.01 P-20' 71.00 8.0 Ductile Iron4,985.83 0.00 0.01 130.0 false 0.39 Open 19.76 4,985.83 P-20' 16.00 8.0 Ductile Iron 130.0 false 0.39 Open 18.72 4,985.83 4,985.83 0.00 0.01 P-20 44.00 8.0 Ductile Iron 130.0 false 0.39 Open 16.41 4,985.83 4,985.83 0.00 0.00 P-20- 38.00 8.0 Ductile Iron 130.0 false 0.39 Open 10.40 4,985.83 4,985.83 0.00 0.01 P-20( 23.00 8.0 Ductile Iron 4,985.83 0.00 0.01 130.0 false 0.39 Open 12.48 4,985.83 P-20 85.00 8.0 Ductile Iron 4,985.83 0.00 0.00 130:0 false 0.39 Open 11.44 4,985.83 P-20E 31.00 8.0 Ductile Iron 130.0 false 0.39 Open 14.33 4,985.83 4,985.83 0.00 0.01 P-21 86.00 8.0 Ductile Iron 130.0 false 0.39 Open 18.29 4,985.83 4,985.83 0.00 0.0 4 P-21 72.00 &0 Ductile Iron 130.0 false 0.39 Open 15.37 4,985.83 ,985.83 0.00 0.011 P-212 49.00 8.0 Ductile Iron 4,985.83 0.00 0.01 130.0 false 0.39 Open 14.33 4,985.83 P-21' 33.00 8.0 Ductile Iron 130.0 false 0.39 Open -14.05 4,985.83 4,985.83 0.00 0.01 P-21 30.00 8.0 Ductile Iron 4,985.83 0.00 0.01 130.0 false 0.39 Open -14.05 4,985.83 4,985.83 ,0.00 0.00 P-21 41.00 8.0 Ductile Iron 130.0 false 0.39 Open -10.63 4,985.83 P-21( 20.00 8.0 Ductile Iron 130.0 false 0.39 Open -10.63 4,985.83 4'985.83 0.00 0.001 4,985.83 1 0.001 0.02 Title:Legends II n:\3959\005\acad\civil\modeling\legends2.wc�d Project Engineer:Jim Ullman WaterCAD 05/30/06 10:16:20 Bentley Systems, Inc. Haestad Methods Solution Center Watertown,CT 06795 USA +1-203-755-666 v7.0. Page 4 of 4) Scenario: Peak Demand Steady State Analysis Pump Report Label Elevation Control Intake Discharg Dischard Pump 00 Status Pump Pump Calculated (gpm) Head Water Grade Grade (ft) Power (ft) (ft) (HP) PMP-1 4,715.00 On 4,715.00 4,986.28 168.49 271.28 11.54 a Title: Legends II n:\3959\005\aced\clvil\rnodeiing\legends2.wcd Project Engineer..Jim Ullman WaterCAD 05/30/06 10:16:36 ADvaentley Systems,Inc. Haestad Methods Solution Center Watertown,CT 06795 USA +1-20-55-666 v7.0(07 age 18of1) Scenario: Peak Demand, Steady State Analysis Reservoir Report Label Elevation Zone Inflow Calculated (ft) (gpm) Hydraulic Grade (ft) R-1 4,715.00 Zone -168.49 4,715.00 R-2 5,016.00 Zone.1 0.00 5,016.00 Title: Legends II n:\3959\005\acad\civll\modelingUegends2.wcd Project Engineer.Jim Ullman WaterCAD 05/30/06 10:16:50 A/Bentley Systems, Inc. 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Ln M In In 0 (D (O n lb O O N M et N f0 m O Ono 0 p 0 4) O M m i r r r Scenario: Fire Flow& Max Day Fire Flow Analysis Junction Report Label Elevatio Zone Type Base Flow (ft) Pattern Demand Calculated Pressure (gpm) (Calculated) Hydraulic Grade (psi) J-1 4,716.50 Zone-1 Demand (gpm) (ft) 0.00 Fixed 0.00 4'987.31 117.17 J-2 4,722.00 Zone-1 Demand 0.00 Fixed J-3 4,728.00 Zone-1 Demand 0.87 4,987.16 114.1 0.87 Fixed 0.87 4,987.12 112.11 J-4 4,730.90 Zone-1 Demand 0.00 Fixed 0.00 4,987.08 110.84 J-5 4,733.80 Zone- Demand 0.00 Fixed 0.00 4,987.07 109.58 J-6 4,735.00 Zone-1 Demand 0:00 Fixed 0.00 4, 887.06 109.05 J-7 4.736.30 Zone- Demand 0.00 Fixed 0.00 J-8 4,741.00 Zone-1 Demand 4.987.04 108.49 0.00 Fixed J-9 4,747.00 Zone-1 Demand 0.00 4,987.04 106.45 0.87 Fixed 0.00 4,987.03 103.85 J-10 4,748.00 Zone-1 Demand 0.87 Fixed 0.87 4.987.03 103.42 J-11 4,718.00 Zone-1 Demand 0.87 Fixed 0.87 4.987.28 116.50 J-12 41719.00 Zone-1 Demand 0.87 Fixed J-13 4,720.60 Zone-1 Demand 0.87 4,987.23 116.05 0.87 Fixed 0.87 4,987.19 115.34 J-14 4,723.20 Zone- Demand 0.87 Fixed 0.87 4,987.15 114.20 J-15 4,724.30 Zone- Demand 0.87 Fixed 0.87 J-16 4,728.00 Zone- Demand 0.87 Fixed 4,987.14 113.72 0.87 4,987.13 112.11 J-17 4,727.00 Zone- Demand 0.87 Fixed 0.87 4,987.12 112.54 J-18 4,728.00 Zone- Demand 0. Fixed 0.87 4,987.10 112.10 J-19 4,730.35 Zone- Demand 0. Fixed ;1-21 4,748.00 Zone- Demand 0.8787 00 Fixed 0.00 4,987.08 111.07 J-23 4,748.00 Zone-1 Demand 0.87 4,987.03 103.42 1-73 Fixed 1.73 4,987.03 103.42 J-24 4,721.50 Zone- Demand 0.00 Fixed 0.00 4,987.12 114.92 J-25 4,723.50 Zone-1 Demand 0.00 Fixed 0.00 4,987.12 114.06 J-26 4,722.00 Zone-1 Demand 0 Fixed 0.00 4,987.16 114.72 J-27 4,721.80 Zone- Demand 0.87.87 Fixed J-28 4,721.80 Zone- 1 Demand 0.87 4,987.12 114.79 0.87 Fixed 0.87 4,987.12 114,79 J-29 4,722..70 Zone- Demand 0.87 Fixed 0.87 4,987.12 114.40 J-30 4.722.90 Zone- Demand 0.87 Fixed 0.87 4,987.12 114,31 J-31 4,723.50 Zone-1 Demand 0.87 Fixed 0.87 4,987.12 114.06 J-32 4,723.50 Zone- Demand 0.87 Fixed J-33 4,723.50 Zone-1 Demand 0.87 4,987.12 114.06 0.87 Fixed 0.87 4,987.12 114.06 J-34 4,729.00 Zone-1 Demand 0.00 Fixed 0.00 4,987.08 111,66 J-35 4.724.70 Zone- Demand 0.87 Fixed 0.87 4,987-11 113.53 J-36 4,724.70 Zone- Demand 0.87 Fixed 0.87 4,987.11 113.53 J-37 4,725.60 Zone- Demand 0.87 Fixed 0.87 4,987-10 113.14 J-38 4,724.70 Zone- Demand 0.87 Fixed 0.87 4,987.10 113.53 J-39 4,726.60 Zone-1 Demand 0.87 Fixed 0.87 4,987. J-40 4,727.60 Zone- Demand 112. 0,87 Fixed 0.87 4,987.09 09 112.2727 J-41 4,727.40 Zone- Demand 0.87 Fixed 0.87 4,987.09 -112.36 J-42 4,727.60 Zone- Demand 0.87 Fixed 0.87 4,987.08 112.27 J-43 4,730.00 Zone Demand 0.87 Fixed 0.87 4,987:08 111.23 J-44 4,730.10 Zone- Demand 0.00 Fixed 0.00 4,987.08 111.18 J-45 4.730.70 Zone- Demand J-46 4,731.20 Zone- Demand 0.87 Fixed 0.87 4,987.08 110.92 J-47 4,731.20 Zone- Demand 0.87 Composite 0.87 4,987.08 110.71 0.87 Fixed 0.87 4.987.08 110.71 J-49 4,731.50 Zone- Demand 0.87 Fixed 0.87 4,987.08 110.58 J-50 4,731.20 Zone- Demand 0.87 Fixed J-51 4.731.56 Zone- Demand 0.87 4,98708 110.71 0.87 Fixed 0.87 4,987..08 110.58 J-52 4,732.30 Zone- Demand 0.87 Fixed 0.87 4,987.08 110.23 J-53 4,732.30 Zone- Demand 0.87 Fixed 0.87 4;987.08 110.23 J-54 4,732.30 Zone- Demand 0.87 Fixed 0.87 4,987.08 110.23 J-55 4,732.50 Zone- Demand 0.87 Fixed Title:Legends II 0.87 4,987.08 110.14 - - - - n:\3959\005\aced\civil\modeling\legends2.wcd Project Engineer:Jim UllmanWaterCAD - 05/30/06 10:45:48 /Bentley Systems, Inc. Haestad Methods Solution Center Watertown,CT 06795 USA +1_20_755-666 v7.0(07.00.049.00] Page 1 of 4 Scenario: Fire Flow& Max Day Fire Flow Analysis Junction Report Label Elevation Zone Type Base Flow Pattern (ft) Demand Calculated Pressure (gpm) (Calculated) Hydraulic Grade (psi) (gpm) (ft) J-56 4,732.50 Zone-1 Demand 0.87 Fixed J-57 4.730.00 Zone- Demand 0.87 Fixed 0.87 4,987.07 111.14 J-58 4,723.30 Zone- Demand 0.00 Fixed 0.87 4,987.08 111.12 J-59 4.726.00 Zone- Demand 0.00 Fixed 0.0'0 4.987.08 112.96 J-60 4.735.30 Zone- Demand 0.87 Fixed 0.87 4,987.08 102.93 J-61 4,726.10 Zone- Demand 0.87 Fixed 0.87 4,987.08 108.93 0.87 4,987.01 112.91 J-62 4,728.10 Zone- Demand 0.87 Fixed J-63 4,729.40 Zone-1 Demand 0.87 Fixed 0.87 4,987.07 112.44 0.87 4,987.07 111.48 J-64 4,730.70 Zone- Demand 0.87 Fixed 0.87 4,987.07 110.92 J-65 4.730.70 Zone- Demand 0.87 Fixed 0.87 4,987.07 110.92 J-66 4,731.40 Zone- Demand 0.87 Fixed 0.87 J-67 4,732.10 Zone- Demand 4,987.0 110. 0.87 Composite 0.87 4,987.066 110.31 1 J-68 4.732.90 Zone- Demand 0.87 Fixed J-69 4,733.20 Zone- Demand 0:87 Fixed 0.87 4,987.06 109. J-70 4.733.20 Zone Demand 0.87 Fixed 0.87 4,987.06 109.8833 - 0.87 4,987.06 109.83 J-71 4,733.20 Zone- Demand 0.87 Fixed 0.87 4,987.06 109.83 J-72 4.734.70 Zone- Demand 0.00 Fixed 0.00 4,987.06 109.18 J-73 4.733.00 Zone-I Demand 0:87 Fixed J-74 4;733.00 Zone- Demand 0.87 Fixed 0.87 4,987.06 109.92 0.87 4,987.06 10 J-76 4,735.40 Zone- Demand 0.87 Fixed 9. 0.87 4,987.06 108.8888 J-77 4,735.40 Zone- Demand 0.87 Fixed 0.87 4,987,06 108.88 J-78 4,735.00 Zone- Demand 0.87 Fixed 0.87 4,987.06 109.05 J-79 4,735.00 Zone- Demand 0.87 Fixed 0:87 4,987.06 109.05 J-80 4,727.14 Zone- Demand 0.00 Fixed 0.00 4,987.08 112.46 J-81 4,739.30 Zone- Demand 0.00 Fixed 0.00 4,987.04 107.19 J-82 4,741.80 Zone- Demand 0.00 Fixed 0.00 4,987.04 106.10 J-83 4,747.00 Zone- Demand 0.00 Fixed 0.00 4,987.03 103,85 J-84 4.747.00 Zone- Demand 0.00 Fixed 0.00 4,987.03 103.85 J-85 4,753.00 Zone- Demand 0.00 Fixed 0.00 4,987.03 101.25 J-86 4,726.00 Zone-1 Demand 1.73 Fixed 1.73 4,987.07 112.95 • J-87 4,726.00 Zone- Demand 1.73 Fixed 1.73 4,987.07 112.95 J-88 4,726.70 Zone- Demand 1.73 Fixed J-89 4,726.80 Zone- Demand 1.73 Fixed 1..73 1 4,987.0712.65 173 4,987.07 112.60 J-90 4,727.00 Zone- Demand 1.73 Fixed 1.73 4,987.06 112.52 J-91 4,729.50 Zone- Demand 1.73 Fixed J-92 4,729.5.0 Zone- Demand 1.73 Fixed 1.73 4,987.06 111.43 43 J-93 4,731.20 Zone- Demand 1.73 Fixed 1.73 73 4987.0 110.4,987.06 111. 1 70 1. J-94 4,731.50 Zone- Demand 1.73 Fixed .73 4,987.05 5 157 J-95 4,735.00 Zone- Demand 1.73 Fixed 1.73 4,987.05 10909..0505 J-96 4,735.00 Zone- Demand 1.73 Fixed 1.73 4,987.05 109.05 J-97 4,735.00 Zone- Demand 0.87 Fixed 0.87 4,987.05 1'09.05 J-98 4,736.40 Zone- Demand 1.73 Fixed J-99 4,737.80 Zone-1 Demand 1 1.73 4.987.05 10.73 Fixed 1.73 4,987.05 107.44 .84 J-10 4,737.80 Zone- Demand 1.73 Fixed J-101 4.738.50 Zone- Demand 1. 1.73 4,987 107.73 Fixed 1.73 4,987..04 107.5304 J-102 4,738.50 Zone- Demand 0.00 Fixed J-103 4,742.60 Zone Demand 0.00 Fixed 0.00 4,987.04 10 . - 0.00 4,987.0 0.00 Fixed 0.00 4,987.033 104.89 J-104 4,744.60 Zone- Demand 105.76 J-105 4,749.30 Zone-1 Demand 0.00 Fixed J-1064,751.10 Zone- Demand 0.00 4,987.03 102.88 0.00 Fixed 0.00 4,987.03 102.08 J-107 4,752.00 Zone- Demand 1.73 Fixed 1.73 4,987.03 101.69 J-1 08 4,752.00 Zone- Demand 1.73 Fixed 1.73 4,987-031 101.69 Title:Legends 11 n:\3959\005\acad\civll\modeling\legends2.wcd Project Engineer:Jim Ullman WaterCAD 05/30/06 10:45:48 A/Bentley Systems, Inc. Haestad Methods Solution Center Watertown,CT 06795 USA +1-203-755 666 v7.0[07.00 Pagee 2 2 o of f 4 Scenario: Fire Flow& Max Day Fire Flow Analysis Junction Report Label Elevatio Zone Type Base Flow Pattern Demand Calculated Pressure (ft) (gpm) (Calculated) Hydraulic Grade (psi) (gpm) (ft) J-1094,752.00 Zone- Demand 1.73 Fixed 1.73 4,987.03 101.69 J-1 10 4,752.00 Zone- Demand 1.73 Fixed 1.73 69 J-111 4,75.2.80 Zone-1 Demand 4,987.03 101.34 1.73 Fixed 1.73 4,987.03 101.34 J-1124,739.10 Zone- Demand 0.87 Fixed 0:87 4,987.04 107.27 J-113 4,739.70 Zone- Demand 0.87 Fixed 0.87 J-1144,739.70 Zone- Demand 0.87 Fixed 4,987.04 107.01 0.87 4,987.04 107.01 J-1 15 4,739,00 Zone- Demand 0.87 Fixed 0.87 4,987.04 107.32 J-1 18 4.737.90 Zone- Demand 0.87 Fixed 0.87 4,987.04 107.79 J-1Is 4,737.90 Zone- Demand 0.87 Fixed 0.87 J-1204,737.00 Zone- Demand 4,987.04 10 0.87 Fixed 0.87 4,987.04 1088..119 8 J-121 4,737.00 Zone- Demand 0.87 Fixed 0.87 4,987.04 108.18 J-122 4,737.00 Zone- Demand 0.87 .Composite 0_87 J-1234,737.00 Zone- Demand 0.87 Fixed 4,987.04 108.18 0.87 4,987.04 108.18 J-124 4.737.30 Zone- Demand 0.87 Fixed 0.87 05 J-125 4,737.00 Zone-1 Demand 0.87 Fixed 4,987.04 108. 0.87 4,987.04 108.1818 J-1264,741.00 Zone- Demand 0.87 Fixed 0.87 4,987..04 106.45 J-127 4,746.00 Zone- Demand 0.87 Fixed 0.87 J-1284.746.00 Zone- Demand 0.07 Fixed 4,987.04 104.29 0.87 4,987.04 104.29 J-1294,746.00 Zone- Demand 0.87 Fixed 0.87 4,987.04 104.29 J-13C 4,745:30 Zone- Demand 0.87 Fixed 0.87 4,987.04 104.59 J-1 314,745.30 Zone- Demand 0.87 Fixed 0.87 4,9$7.04 104.59 J-132 4,745.30 Zone- Demand 1.73 Fixed 1.73 4,987.04 104.59 J-1334,744.20 Zone- Demand 0.87 Fixed 0.87 4,987.04 105.06 J-134 4,740.60 Zone- Demand 0.87 Fixed 0.87 4,987.04 106.62 J-135 4,740.60 Zone- Demand 0.87 Fixed �0.87 62 J-1364,746.40 Zone- Demand 0.87 Fixed 4,987.03 106.11 0.87 4,987.03 104.11 J-137 4,746.40 Zone-1 Demand 0.87 Fixed 0.87 J-1384,748.70 Zone- Demand 0 4,987.03 104.12 87 Fixed 0.87 4,987.03 103.12 J-1394,748.70 Zone- Demand 0.87 Fixed 0_87 J-140 4.745.30 Zone- Demand 0 4.987.03 103..87 Fixed 0.87 4,987.03 104.552 9 J-1�41 4,745.30 Zone- Demand 0.87 Fixed 0.87 J-142 4,745.30 Zone- Demand 0.87 Fixed 4,987.03 104.59 0.87 4,987.03 104.59 J=143 4,745.30 Zone- Demand 0.87 Fixed 0.87 59 J-144 4,744.80 Zone Demand 0.87 Fixed 4,987.03 104. 0.87 4,987.03 104.8080 J-1454,747.30 Zone- Demand 0.87 Fixed 0.87 4,987.03 103.72 J-146 4,744.20 Zone- Demand 0.87 Fixed 0.87 4,987.03 105.06 J-147 4,744.20 Zone- Demand 0.87 Fixed 0.87 4,987.03 105.06 J-148 4.744.20 Zone-1 Demand 0.00 Fixed 0.00 06 J-14G 4,744.00 Zone- Demand 0.00 Fixed 4,987.03 105. 0.00 4,967.03 105.1515 J-150 4,749.10 Zone- Demand 0.87 Fixed 0.87 J-151 4,749.10 Zone- Demand 0.87 Fixed 4,987.03 102.94 0.87 4,987.03 102.94 J-152 4,749.10 Zone- Demand 0.87 Fixed 0.87 94 J-153 4,748.20 Zone- Demand 0.87 Fixed 4,987.03 102. 0.87 4,987.03 103.3333 J-154 4,748.70 Zone- Demand 0.87 Fixed 0.87 J-155 4,748.20 Zone- Demand 0.87 Fixed 4,987.03 103. 0.87 4,987.03 103.31 3 J-156 4,748.20 Zone- Demand 0.87 Fixed 0•87 33 J-157 4,747.30 Zone- Demand 0.87 Fixed 4,987.03 103. 0.87 4,987.03 103.7272 J-158 4,747.00 Zone- Demand 0.87 Fixed 0.87 J-159 4,741.00 Zone- Demand 4,987.04 103. 5 0.87 Fixed 0.67 4,987.04 106.445 J-160 4,741.00 Zone- Demand 0.87 Composite 0.87 4,987.04 106.45 J-161 4,749.10 Zone- Demand 0.87 Fixed 0.87 4,987.03 102.94 J-162 4,747,00 Zone- Demand 0.87 Fixed 0.87 4,987.03 103.85 Title:Legends II n:\3959\005\acad\civil\modeling\legends2.wcd Project Engineer:Jim Ullman WaterCAD v7 0[07 05/30/06 10:45:48 ABentley Systems, Inc. Haestad Methods Solution Center Watertown,CT 06795 USA +1-203-7'5-666 age 3 )of 4 Scenario: Fire Flow& Max Day Fire Flow Analysis Junction Report Label Elevatio Zone Type Base Flow Pattern Demand (ft) (gpm) Calculated Pressure (Calculated) Hydraulic Grade (psi) (9Pm) (ft) J-163 4,748.00 Zone- Demand 0.87 Fixed J-164 4,723.50 Zone= Demand 0.87 4,987.03 103.42 0.00 Fixed 0.00 4,987.12 114.06 J-165 4,731.10 Zone- Demand 0.00 Fixed 0.00 4,987.0 110.74 J-1664,735.00 Zone- Demand 0.00 Fixed 0.00 4,987.06 109.05 J-1674,741.00 Zone-1 Demand 0.87 Fixed J-16 4i741.80 Zone- Demand 0.87 4,987.04 106.45 0.87 Fixed 0.87 4,987.04 106.10 J-169 4,744.00 Zone� Demand 0:87 Fixed J-170 4,744.60 Zone-1 Demand 0.87 Fixed 0.87 4,987.04 105.15 J-1 714,744.00 Zone-1 0 Demand 0.87 4,987.04 104.15 .87 Fixed 0.87 4,987.04 105.15 J-172 4.744.60 Zone-1 Demand 0.87 Fixed J-1 73 4,744.50 Zone- Demand 0:87 Fixed 0.87 4,987.04 104.89 J-174 4,747.00 Zone- Demand 0 0.87 4,907.03 104.93 .87 Fixed J-1754,747.00 Zone- Demand 0.87 Fixed 0.87 4,987.03 103.85 J-1764,750.00 Zone- Demand 0.87 4,987.03 103.85 0.87 Fixed 0.87 4,987.03 102.55 J-177 4,749.50 Zone- Demand 0.87 Fixed J-1784,747.50 Zone- Demand 0.87 4,987.03 102.77 0.87 Fixed 0.87 4,987.03 103.63 J-1794,747.00 Zone- Demand 0.87 Fixed J-180 4,741.00 Zone-1 Demand 0. 4,987.0 103.85 0.00 Fixed 0.0000 4,987.044 106.45 J-181 4,747,00 1 Zone- Demand 0.00 Fixed 0.00 4,987.031 103.85 Title:Legends II n:\3959\005\acad\Civil\modeling\legends2.wcd Project Engineer:Jim Ullman WaterCAD 05/30/06 10:45:48/"entley.Systems, Inc. Haestad Methods Solution Center Watertown,CT 06795 USA +1-203 755-1666 v7:0[0Rage of 4] Scenario: Fire Flow& Max Day Fire Flow Analysis Pipe Report Label Length iamete Material 7iazeneck Minor Contro ischarg pstream Struct wnstream Slructu Pressure Headloss (ft) (in) lve? Loss Status (gpm) Hydraulic Grade Hydraulic Grade Pipe Gradient :oefficien (ft) 00 Headlos (ft/1000ft) P-4 239.00 8.0 Ductile Iron lse 0.39 Open 26.78 4,987.08 4,987.07 (0)01 0.02 P-5 362.00 8.0 Ductile Iron lse 0.39 Open 38.23 4,987.07 4,987.06 0.02 0.04 P-7 2 0.04 06.00 B.0 Ductile Iron se 0.39 Open 33.36 4,987.04 4,987.04 0.01P-10 61:00 8.0 Ductile Iron se 0.39 Open 140.41 4,987.31 4,987.280.03 0,56 P-11 79.00 8.0 Ductile Iron se 0.39 Open 139.54 4,987.28 4,987.23 0.04 0.54 P-12 80.00 8.0 Ductile Iron 130.0 false 0.39 Open 138.67 4,987.23 P-13 57.00 8.0 Ductile Iron 4,987.19 0.04 0.52 130.0 false 0.39 Open 137.81 4,987.19 4,987.16 0.03' 0.55 P-14 54.00 8.0 Ductile Iron 130.0 false 0.39 Open 71.02 4,987.16 4,987.15 0.01 0.16 P-15 83.00 8.0 Ductile Iron 130.0 false 0.39 Open 70.15 4,987.15 P-16 83.00 8.0 Ductile Iron 4,987.14 0.01 0.15 130.0 false 0.39 Open 69.28 4,987.14 P-17 39.00 8.0 Ductile Iron 4,987.13 0.01 0.15 130.0 false 0.39 Open 68.42 4,987.13 4,987.12 0.01 0.15 P-18 38.00 8.0 Ductile Iron 130.0 false 0.39 Open 67.55 4,987.12 P-19 111.00 8.0 Ductile Iron 4,987.12 0.01 0.15 130.0 false 0.39 Open 66.68 4,987.12 4,987.10 0.01 0.13 P-20 164.00 8.0 Ductile Iron 130.0 false 0.39 Open 65.82 4.,987.10 4,987.08 0.02 0.13 P-21 66.00 18.0 Steel 100.0 false 0.39 Open -0.00 4,987,08 4,987.08 0.00 0.00 P-22 877.00 18.0 Steel 100.0 false 0.39 Close 0.00 4,987.08 5,016.00 0.00 0.00 P-23 258.00 8.0 Ductile Iron 130.0 false 0.39 Open 4.33 4,987.03 P-25 15.00 8.0 Ductile Iron 4,987.03 0.00 0.00 130.0 false 0.80 Open 0.87 4,987.03 4,987.03 0.00 0.00 P-27 289.00 8.0 Ductile Iron 130.0 false 0.39 Open -66.79 4,987.12 P-28 31.00 8.0 Ductile Iron 130.0 false 0.39 Open 66.79 4,987.16 4,987.16 0.04 0.13 P-29 49.00 8.0 Ductile Iron 4,987,16 0.00 0.16 130.0 false 0.39 Open -0.00 4,987.12 P-30 9.00 8.0 Ductile Iron 130 4,987.12 0.00 0.00 .0 false 0.39 Open -0.87 4,987.12 4,987.12 0.00 P-31 51.00 8.0 Ductile Iron 130.0 false 0.39 Open -1.74 4,987.12 0.00 P-32 29.00 8.0 Ductile Iron 130.0 false 0.39 Open -2.60 4,987.12 4,987 12 0.00 0.00 P-33 31.00 8.0 Ductile Iron 4,987.12 0.00 0.00 130.0 false 0.39 Open -3.47 4,987.12 4,987.12 0.00 P-34 49.00 8.0 Ductile Iron 130.0 false 0.39 Open -4.34 4,987.12 0.60 P-35 12.00 8.0 Ductile Iron 4,987.12 0.00 0.00 130.0 false 0.39 Open -5.20 4,987.12 4,987.12 0.00 0.00 P-37 47.00 8,0 Ductile Iron 130.0 false 0.39 Open 60.72 4,987.12 P-38 6.00 8.0 Ductile Iron 4,987.11 0.01 0.11 130.0 false 0.39 Open 59.85 4,987.11 4,987.11 0.00 0.24 P-39 59.00 8.0 Ductile Iron 130.0 false 0.39 Open 58.99 4,987.11 4,987.10 P-40 15.00 8.0 Ductile Iron 0.01 0.12 130.0 false 0.39 Open 58.12 4,987.10 4,987.10 0.00 0.13 P-41 65.00 8.0 Ductile Iron 130.0 false 0.39 Open 57.25 4,987.10 4,987.10 0.01 0.11 P-42 44.00 8.0 Ductile Iron 130.0 false 0.39 Open 56.39 4,987.10 P-43 13.00 8.0 Ductile Iron 4,987.09 0.00 0.11 c 130.0 false 0.39 Open 55.52 4,987.09 4,987.09 0.00 0.15 P-44 50.00 8.0 Ductile Iron 130.0 false 0.39 Open 54.65 4,987.09 4,967.08 0.00 0.10 P-45 52.00 8.0 Ductile Iron 130.0 false 0.39 Open 53.79 4,987.08 4,987.08 0.00 0.09 P-46 197.00 18.0 Steel 100.0 false 0.39 Open 39.03 4,987.08 4,987.08 0.00 0.00 P-47 74.00 18.0 Steel 100.0 false 0.39 Open 38.17 4;987.08 P-48 161.00 18.0 Steel 4;987.08 0.00 0.01 100.0 false 0.39 Open 16.32 4,987.08 P-49 58.00 8.0 Ductile Iron 4,987.08 0.00 0.00 130.0 false 0.39 Open 21.85 4,087.08 4,987.08 0.00 0.02 P-51 31.00 8.0 Ductile Iron 130.0 false 0.39 Open 19.25 4,987.08 4,987.08 0.00 0.02 P-52 51.00 8.0 Ductile Iron 130.0 false 0.39 Open 18.38 P 4,987.08 4,987.08 0.00 0.02 P-54 38.00 8.0 Ductile Iron 130.0 false 0.39 Open 20.98 4,987.08 P-55 5.00 8.0 Ductile Iron 130.0 false 0.39 Open 20.12 4,987.08 4,987.08 0.00 .0.00 P-56 7.00 8.0 Ductile Iron 130.0 false 0.39 Open 17.52 4,987.08 P-57 37.00 8.0 Ductile Iron 130.0 false 0.39 Open 16.65 4,987.08 4.987.08 0.00 0.01 P-58 39.00 8.0 Ductile Iron 130.0 false 0.39 Open 15.78 4,987.08 0.00 0.01 P-59 13.00 8.0 Ductile Iron P 4,987.08 4,987.08 0.00 0.01 130.0 false 0.39 Open 14.92 4,987.08 4,987.08 .0.00 0.00 P-66 24.00 8.0 Ductile Iron 130.0 false 0.39 Open 14.05 4,987.08 P-61 43.00 8.0 Ductile Iron 130.0 false 0.39 Open 13.18 4,987.08 4,987.08 0.00 0.0 P-62 41.00 8.0 Ductile Iron 4,987.08 0.00 0.011 130.0 false 39 Open 12.32 4,987.08 _ 4,987.07 0.00 0.01 Title:Legends 11 n:\3959\005\acad\civil\mddeling\legends2:wed Project Engineer:Jim Ullman WaterCAD 05/30/06 10:46:00 Bentley Systems, Inc. Haestad Methods Solution Center Watertown,CT 06795 USA +1-203-755-666 v7.0[07.0p f 4 Pagee I o of 4 Scenario: Fire. Flow& Max Day Fire Flow Analysis Pipe Report Label Length Diametei Material Hazen- Check Minor ControlDischargA fpstream Struct wnstream Structu'Pressure Headloss (ft) (in) Willi3mE Valve? Loss Status (gpm) Hydraulic Grade Hydraulic Grade Pipe Gradient C Coefficien (ft) (ft) Headlos (fU1000ft) (ft) P-63 59.00 8.0 Ductile Iron 130.0 false 0.39 Open 11.45 4,987.07 4,987.07 0.00 0.00 P-64 239.00 18.0 Steel 100.0 false 0.39 Open 70.10 4,987.08 4,987.08 0.00 0.00 P-66 120.00 8.0 Ductile Iron 130.0 false 0.39 Open 26.82 4,987.08 4,987.08 0.00 0.02 P-67 122.00 8.0 Ductile Iron 130.0 false 0.39 Open 25.95 4,987.08 4,987.07 0.00 0.02 P-68 58.00 8.0 Ductile Iron 130.0 false 0.39 Open 25.09 4,987.07 4,987.07 0.00 0.03 P=69 65.00 8.0 Ductile Iron 130.0 false 0.39 Open 24.22 4,987.07 4,987.07 0.00 0.02 P-70 66.00 8.0 Ductile Iron 130.0 false 0.39 Open 23.35 4,987.07 4,987.07 0.00 0.01 P-71 64.00 8.0 Ductile Iron 130.0 false 0.39 Open 22.49 4,987.07 4,987.07 0.00 0.02 P-73 71.00 8.0 Ductile Iron 130.0 false 0.39 Open 20.76 4,987.07 4,987.06 0.00 0.01 P-74 98.00 8.0 Ductile Iron 130.0 false 0.39 Open 19.89 4,987.06 4,987.06 0.00 0.01 P-75 87.00 8.0 Ductile Iron 130.0 false 0.39 Open 19.02 4,987.06 4,987.06 0.00 0.01 P-76 97.00 8.0 Ductile Iron 130.0 false 0.39 Open 18.16 4,987.06 4,987:06 0.00 0.01 P-77 5.00 8.0 Ductile Iron 130.0 false 0.39 Open 17.29 4,987.06 4,987.06 0.00 0,10 P-78 60.00 8.0 Ductile Iron 130.0 false 0.39 Open 16.42 4,987.06 4,98.7.06 0.00 0.01 P-79 26.00 8.0 Ductile Iron 130.0 false 0.39 Open 16.42 4,987.06 4,987.06 0.00 0.00. P-80 5.00 8.0 Ductile Iron 130.0 false 0.39 Open 15.56 4,987.06 4,987.06 0.00 0.10 P-81 79.00 8.0 Ductile Iron 130.0 false 0.39 Open 14.69 4,987.06 4,987.06 0.00 0.011 P-82 7.00 8.0 Ductile Iron 130.0 false 0.39 Open 13.82 4,987.06 4,987.06 0.00 0.00 P-83 90.00 8.0 Ductile Iron 130.0 false 0.39 Open 12.96 4,987.06 4,987.06 0.00 0.01 P-84 6.00 8.0 Ductile Iron 130.0 false 0.39 Open 12.09 4;987.0.6 4,987.06 0.00 0.00 P-85 60.00 8.0 Ductile Iron 130.0 false 0.30 Open 11.22 4,987,06 4,987.06 0.00 0.01 P-86 444.00 18.0 Steel 100.0 false 0.39 Open 43.28 4,987.08 P-87 46.00 18.0 Steel 4,987.08 0.00 0.00 100.0 false 0.39 Open. 0.00 4,987.08 4,987.08 0.00 0.00 P-93 61.00 8.0 Ductile Iron 130.0 false 0.39 Open 43.28 4,987.08 4,987.07 0.00 0.06 P-94 63.00 8.0 Ductile Iron 130.0 false 0.39 Open 41.54 4,987.07 4,987.07 0.00 0.06 P-95 50.00 8.0 Ductile Iron 130.0 false 0.39 Open 39.81 4;987.07 P-96 50.00 8.0 Ductile Iron 4,987.07 0.00 0.05 130.0 false 0.39 Open 38.08 4,987.07 4,987.07 0.00 0.05 P-97 50.00 8.0 Ductile Iron 130.0 false 0.39 Open 36.34 4,987.07 4,987.06 0.00 0.05 P-98 49.00 8.0 Ductile Iron 130.0 false 0.39 Open 34.61 4,987.06 P-99 51.00 8.0 Ductile Iron 130:0 false 0.39 Open 32.88 4,987.06 4,987.06 0.00 0.04 4,987.06 D.00 0.04 P-10 100.00 8.0 Ductile Iron 130.0 false 0.39 Open 31.14 4,987.06 4,987.06 0.00 0.03 P-10 70.00 8.0 Ductile Iron 130.0 false 0.39 Open 29.41 41987.06 P-10 69.00 8.0 Ductile Iron 130.0 false 0.39 Open 27.68 4,987.05 4,987.05 0.00 0.03 4,987.05 0.00 0.03 P-10 '70.00 8.0 Ductile Iron 130.0 false 0.39 Open 25.94 4,987.0.5 4,987.05 0.00 0.02 P-10 70.00 8.0 Ductile Iron 130.0 false 0.39 Open 24.21 4,987.05 4,987.05 0.00 0.02 P=101 111.00 8.0 Ductile Iron 130.0 false 0.39 Open 23.34 4,987.05 4,987.05 0.00 0.02 P-10 71.00 8.0 Ductile Iron 130.0 false 0.39 Open 21.61 4,987.05 4,907.05 0.00 0.02 P-10 72.00 8.0 Ductile Iron 130.0 false 0.39 Open 19.88 4,987.05 4,987.04 0.00 0.01 P-10f 73.00 8.0 Ductile Iron 130.0 false 0.39 Open 18.14 4,987.04 4,987.04 0.00 0.01 P-1 01 71.00 8.0 Ductile Iron 130.0 false 0.39 Open 16.41 4,987.04 P-11 115.00 8.0 Ductile Iron 130.0 false 0.39 Open 16.41 4,987.04 4,9 0.00 0.01 P-11 4,30.00 8.0 Ductile Iron 130.0 false 0.39 Open 8.67 4,987.03 4,988987.7.04 7.033 0 0.00 0.01 P-11 50.00 8.0 Ductile Iron 130.0 false 0.39 Open 6.93 4,987.03 0.00 0.00 4,987.03 0.00 0.00 P-12 50.00 8.0 Ductile Iron 130.0 false 0.39 .Open 5.20 4,987.03 4,987.03 0.00 0.00 P-12 49.00 8.0 Ductile Iron 130.0 false 0.39 Open 3.47 4,987.03 4,987.03 0.00 0.00 P-12 50:00 8.0 Ductile Iron 130.0 false 0.39 Open 1.73 4,987.03 4,987.03 0.00 0.00 P-12 26.00 8.0 Ductile Iron 130.0 false 0.39 Open 0.00 4,987.03 4,987.03 0.00 0.00 P-129 46.00 8:0 Ductile Iron 130.0 false. 0.39 Open -5.69 4,987.04 4,987.04 0.00 0:00 P-12 11.00 8.0 Ductile Iron 130.0 false 0.39 Open -6.56 4,987.04 UP-1 .47.00 8.0 Ductile Iron 4,987.04 0.00 0.00 130.0 false 0.39 Open -7.42 4,987.04 4,987.04 0.00 0.00 20.00 8.0 Ductile Iron 130.0 false 0.39 Open -8.29 4,987.04 4,987.04 0.00 0.00 Title:Legends II n:\3959\005\acad\civil\modeling\legends2.wcd Project Engineer:Jim Ullman WaterCAD v7.0[0 05/30/06 10:46:00 ALBentley Systems,Inc. Haestad Methods Solution Center Watertown,CT 06795 USA +1-203-755-666 Page 2 of 4 Scenario: Fire Flow& Max Day Fire Flow-Analysis Pipe Report Label Length biametei Material Hazen- Check Minor Control Dischargd 1pstrearn Structuii mwnstream Structu eressure Headloss (ft) (in) William Valve? Loss Status (gpm) Hydraulic Grade Hydraulic Grade Pipe Gradient C :;oefficien (ft) (ft) Headlos (fU1000ft) (ft) P-12E 48.00 8.0 Ductile Iron 130.0 false 0.39 Open -9:16 4,987.04 4,987.04 0.00 0.01 P-13 10.00 8.0 Ductile Iron 130.0 false 0.39 Open -10.02 4,987.04 4,987.04 0.00 0.00 P-13 8.00 8.0 Ductile Iron 130.0. false 0.39 Open -10.89 4,987.04 4,987.04 0.00 0.00 P-13" 35.00 8.0 Ductile Iron 130.0 false 0.39 Open -11.76 4,987.04 4,987.04 0.00 0.00 P-13 24.00 8.0 Ductile Iron 130.0 false 0.39 Operf -12.62 4,987.04 4,987.04 0.00 0.02 P-13 -48.00 8.0 Ductile Iron 130:0 false 0.39 Open -13.49 4,987.04 4,987.04 0.00 0.00 P-13. 29.00 8.0 Ductile Iron 130.0 false 0.39 Open -14.36 4,987.04 4,987.04 0.00 0.02 P-13 117.00 8.0 Ductile Iron 130.0 false 0.39 Open -15.22 4,987.04 4,987.04 0.00 P-13- 66.00 8.0 Ductile Iron 130.0 false 0.39 Open -16.09 4,987.04 4,987.04 0.00 0.01 P-13" 28.00 8.0 Ductile Iron 130.0 false 0.39 Open -3.05 4,987.04 4,987.04 0.00 0.00 P-14C 31.00 8.0 Ductile Iron 130.0 false 0.39 Open -3.91 4,987.04 4,987.04 0.00 0.00 P-141 9.00 8.0 Ductile Iron 130.0 false 0.39 Open -4.78 4;987.04 4,987.04 0.00 0.00 P-14 28.00 8.0 Ductile Iron 130.0 false 0.39 Open -5.65 4,987.04 4,987.04 0.00 0.00 P-14 28.00 8.0 Ductile Iron 130.0 false 0.39 Open -6.51 4,987.04 4,987.04 0.00 0.02 P-14 29.00 8.0 Ductile Iron 130.0 false 0.39 Open -7.38 4;987.04 4,987,04 0.00 0.00 P-14. 42.00 8.0 Ductile Iron 130:0 false 0.39 Open -9.11 4,987.04 4,987.04 0.00 0.00 P-14t: 46.00 8.0 Ductile Iron 130.0 false 0.39 Open -9.98 4,987.04 4,987.04 0.00 0.00 P-147 22.00 8.0 Ductile Iron 130.0 false 0.39 Open -10.85 4,987.04 4,987.04 0.00 0.02 P-14. 35.00 8.0 Ductile Iron 130.0 false 0.39 Open 1.93 4,987.03 4,987.03 0.00 0.00 P-15 5.00 8.0 Ductile Iron 130.0 false 0.39 Open 1.06 4,987.03 4,987.03 0.00 0.00 P-151 46.00 8.0 Ductile Iron 130.0 false 0.39 Open 0.20 4,987.03 4,987.03 0.00 0.00 P-15 5.00 .8.0 Ductile Iron 130.6 false 0.39 Open -0.67 4,987.03 4,987.03 0.00 0.00 P-15: 42.0.0 8.0 Ductile Iron 130.0 false 0.39 Open -1.54 4,987.03 4,987.03 0.00 0.00 P-15 10.00 8.0 Ductile Iron 130.0 false 0.39 Open -2:40 4,987.08 4,987.03 0.00 0.00 P-15E 41.00 8.0 Ductile Iron 130.0 false 0.39 Open -3.27 4,987.03 4,987.03 0.00 0.00 P-15 6.00 8.0 Ductile Iron 130.0 false 0.39 Open -4.14 4,987.03 4,987.03 0.00 0.00 P-157 48.00 8.0 Ductile Iron 130.0 false 0.39 Open -5.00 4,987.03 41987.03 0.00 0.00 P-15E 41.00 8.0 Ductile Iron 130.0 false 0.39 Open -5.87 4,987.03 4,987.03 0.00 0.00 P-15, 30.00 8.0 Ductile Iron 130.0 false 0.39 Open -6.74 4,987.03 4,987.03 0.00 0.00 P-16C 51.00 8.0 Ductile Iron 130.0 false 0.39 Open -7.60 4,987.03 4,987.03 0.00 0.00 P-161 25.00 8.0 Ductile Iron 130.0 false 0.39 Open -8.47 4,987.03 4,987.03 0.00 0.02 P-16 270.00 8.0 Ductile Iron 130.0 false 0.39 Open 21.65 4,987.04 4,987.03 0.00 0.01 P-16 263.00 8.0 Ductile Iron 130.0 false 0.39 Open 13.16 4,987.03 4.,987.03 0.00 0.01 P-1 64 37.00 8.0 Ductile Iron 130.0 false 0.39 Open -8.47 4,987.03 4,987.03 0.00 0.00 P-169 36.00 8.0 Ductile Iron 130.0 false 0.39 Open 0.68 4,987.03 4,987.03 0.00 0.00 P-16E 8.00 8:0 Ductile Iron 130.0 false 0.39 Open -0.18 4,987.03 4,987.03 0.00 0.00 P-1 6f 53.00 8.0 Ductile Iron 130.0 false 0.39 Open -2.78 4,987.03 4,987.03 0.00 0:00 P-16 8.00 8.0 Ductile Iron 130.0 false 0-39 Open -3.65 4,987.03 4,987.03 0.00 0.00 P-17 42.00 8.0 Ductile Iron 130.0 false 0.39 Open -4.52 4,987.03 4,987.03 0.00 0.00 P-171 18.00 8.0 Ductile Iron 130.0 false 0.39 Open -5.38 4,987.03 4,987.03 0.00 0.00 P-17 33.00 8.0 Ductile Iron 130.0 false 0.39 Open -6.25 4,987.03 4,987.03 0.00 0.01 P-17 74.00 8.0 Ductile Iron 130.0 false 0.39 Open -7.12 4,987.03 4,987.03 0.00 0.00 P-1 71 30.00 8.0 Ductile Iron 130.0 false 0.39 Open -0.45 4,987.04 4,987.04 0.00 0.00 P-17( 10.00 8.0 Ductile Iron 130.0 false 0.39 Open -1.31 4,987.04 4,987.04 0.00 0.00 P-17 48.00 8.0 Ductile Iron 130.0 false 0.39 Open -2.18 4,987.04 4,987.04 0.00 0.00 P-17f 30.00 8.0 Ductile Iron 130.0 false 0.39 Open -1.05 4,987.03 4,987.03 0.00 0.00 P-17 9.00 8.0 Ductile Iron 130.0 false 0.39 Open -1.92 4,987.03 4,987.03 0.00 0.00 P-18 12.00 8.0 Ductile Iron 130.0 false 0.39 Open -7.98 4,987.03 4,987.03 0.00 0.00 P-18 15:00 8.0 Ductile Iron 130.0 false 0.39 Open 3.47 4,987.03 4,987.03 0.00 0.00 P-18 26.00 8.0 Ductile Iron 130.0 false 0.39 Open 2.60 4,987:03 4,987.03 0.00 0.00 P-18 1.001 48.0 Ductile Iron 130.0 false 0.39 Open 140.41 4,715.00 4,715.00 0.00 0.00 Title: Legends ll n:\3959\005\acad\civil\modeling\legends2.wcd Project Engineer:Jim Ullman WaterCAD 05/30/06 10:46:00 A,Bentley Systems, Inc. Haestad Methods Solution Center Watertown,CT 06795 USA +1-203-755-1666 v7.0[07P Ogg 3 of 4) Scenario: Fire Flow& Max Day Fire Flow Analysis Pipe Report Label Length lamete Material Hazemn- Check Minor Control ischarg Ipstream Struct nwnstream Structu Pressure Headloss (ft) (in) Willie Valve? Loss Status Wpm) Hydraulic Grade Hydraulic Grade Pipe Gradient C Coefficien (ft) (ft) Headlos (ft/1000ft) P-1Elf: 76.00 8.0 Ductile Iron 130.0 false 0.39 Open 140.41 4,987.35 4,987.31 (0.04 '0.55 P-181 28.00 8.0 Ductile Iron 130.0 false 0.39 Open -6.07 4,987.12 4,987.12 0.00 0.00 P-18-4 20.00 8.0 Ductile Iron 130.0 false 0.39 Open -6.07 4,987.12 4,987.12 0.00 0.00 P-18f 80:00 8.0 Ductile Iron 130.0 false 0.39 Open 21.62 4,987.07 P-18 26.00 8.0 Ductile Iron 130.0 false 0.39 Open 21.62 4,987.07 4,987.07 0.00 0.02 P-19 7.00 8.0 Ductile Iron -130.0 false 0.39 Open 49.45 4,987.06 P-19 171.00 8.0 Ductile Iron 4,987.06 0.00 0.14 130.0 false 0.39 Open 49.45 4,967.06 4,987.04 0.01 0.07 P-19 78.00 8.0 Ductile Iron 130.0 false 0.39 Open 22.10 4,987.04 P-19:107.00 8.0 Ductile Iron 4,987.04 0.00 0.02 130.0 false 0.39 Open 21:23 4,987.04 4,987.04 0.00 0.02 P-19 34.00 8.01 Ductile Iron 130.0 false 0.39 Open 21.23 4,987.04 P-19 69.00 8.0 Ductile Iron 130.0 false 0.39 Open 20.37 4,987.04 4,987.987.04 0.00 0.01 4, P-19 29.00 8.0 Ductile Iron 130.0 false 0.39 Open 19.50 4,987.04 04 0.00 0.01 4,987.04 0.00 0.02 P-19 36.00 8.0 Ductile Iron 130.0 false 0.39 Open 19.95 4,987.04 P-19 38.00 8.0 Ductile Iron 130.0 false 0.39 Open 19.08 4,987.04 4,987.04 0.00 0.01 P-19 47.00 8.0 Ductile Iron 130.0 false 0.39 Open 18.21 4,987,04 P-20 57.00 8.0 Ductile Iron 130.0 false 0.39 Open 17.35 4,987.04 4,987.03 0.00 0.01 0.00 0.02 P-20 33.00 8.0 Ductile Iron 130.0 false 0.39 Open 17.35 4,987.03 4,987.03 0.00 0.00 P-20' 71.00 8.0 Ductile Iron 130.0 false 0.39 Open 16.48 4,987.03 P-20' 16.00 8.0 Ductile Iron 130.0 false 0.39 Open 15.61 4,987.03 4,987.03 0.00 0.01 4 P-20 44.00 4 8.0 Ductile Iron •130.0 false 0.39 Open 13.68 4,987.03 ,987987,03 0.00 0.00 P-20 4,38.00 8.0 Ductile Iron 130.0 false 0.39 Open 8.67 4.987.03 ,987..03 0..00 0.0 1. 03 0 P-20E 23.00 8.0 Ductile Iron 00 0.00 0 i30.0 false 0.39 Open 10.40 4,987.03 4,987.03 0.00 0.0.0 P-20E 85,00 8.0 Ductlle Iron 130.0 false 0.39 Open 9.53 4,987.03 4,987.03 0.00 0.01 P-20E 31.00 8.0 Ductile Iron 130.0 false 0.39 Open 11.95 4,987.03 4,987.03 0.00 0.02 P-21 86.00 8.0 Ductile Iron 130.0 false 0.39 Open 11,08 4,987.03 4,987.03 0.00 0.01 P-21 72.00 8.0 Ductile Iron 130.0 false 0.39 Open 12.82 4,987.03 P-21; 49.00 8.0 Ductile Iron 130.0 false 0.39 Open 11.95 4,987.03 4,987.03 0.00 0.01 P-21, 33.00 8.0 Ductile Iron 130.0 false 0.39 Open -11.71 4,987.04 4,987.03 0.00 0.00 4 P-21� 30.00 8.0 Ductile Iron 130.0 false 0.39 Open -11.71 4,987.04 ,987.987.04 0.00 0.00 4, P-21` 41.00 8.0 Ductile Iron 04 0.00 0.00 130.0 false 0.39 Open -8.85 4,987.03 4,987.03 0.00 0.00 P-21E 20.00 8.01 Ductile Iron 130.0 false 0.39 Open -8.85 4,987.03 4,987.031 0.001 0.00 Title:Legends II n:\3959\005\acad\civil\modeling\legends2.wcd Project Engineer.Jim Ullman WAterCAD 05/30/06 10:46:00�rBentley Systems, Inc. Haestad Methods Solution Center Watertown,CT 06795 USA +1-203-755 666 v7 0[0 Page 4 of 4] Scenario: Fire Flow& Max Day Fire Flow-Analysis Pump Report Label Elevation Control Intake Discharg Discharg Pump ^,alculated (ft) Status Pump Pump (gpm) Head Water Grade Grade (ft) Power (ft) (ft) (Hp) PMP-14,715.00 On 4,715.00 4,987.35 140.41 272.35 9.65 Title:Legends II n:\3959\005\acad\civil\modeling\legends2.wcd Project Engineer:Jim Ullman 05/30/06 10:46:18 AvEentley Systems, Inc. Haestad Methods Solution Center Watertown,CT 06795 USA +1_20 NWaterCAD 755-666 v7.0[07.00.049.00] Page 1 of 1 Scenario: Fire Flow& Max Day Fire Flow Analysis Reservoir Report Label Elevation Zone Inflow Calculated (ft) (gPm) Hydraulic Grade (ft) R-1 4,715.00 Zone -140.41 4,715.00 R-2 5,016.00 Zone-1 0.00 5,016.00 Title: Legends II n:\3959\005\acad\civil\modeling\legends2.wcd ProjQct Engineer:Jim Ullman 05/30/06 10:46:29�i3entley Systems, Inc. Haestad Methods Solution Center Watertown,CT 06795 USA +1_20 Wj55-666 v7.0[07.00.049.00] Page 1 of 1 e I I I F,I/S F re to nii err w...n utt+ wr. emu rtn, ',in I �w r': �m.n �erw�•e i�cttv wc� v. M om uc �� / •3 / .. n ....w- xs:P 3 p p_ P N..r� Wes• �K �eip xs 74 r.w�s Y8 ..n.n 48 "o. 7[ rt. ..0.n 11"a 1 vu. � Y 7 .u'a`M r 1d a+..f• is1,d -13...r..y� .in d Nw� b Y ie:n iw ii. oo+'s� 4 7 Me 69 N '.ae"in ,37 ,17 • �P- F lee / -134 ima � 5j� war ,e7 YNpm 4. �Ie � Sl f• Nai R.I. RAl 7 M laM y w.n N T - -- Rti A � n 5 N iieiw'7 L7D,hr� f l w wis _ w dd / ' � �� � ] .7-99.. !•170 - - �� ��� 79 .w� u+4.t/9 ..o r„ Wio roc .m�s i.niv iur�:� IO1 PySO �i� ISO �iin �qe wM wM 6 5 4 0 200 ( IN FEET ) M/�OT)nT�O�T 901 Technology Blvd DRAWN BY: MRS PROJECT NO. l�jU 11{ &n�rs Bozeman MT5971B LEGENDS AT BRIDGER CREEK II SUBDIVISION S e CHK'D.BY: JAU BOZEMAN 3859.905 ` MAIERLE INC. �6n^� Phone:(406)587-0721 APPR.BY: JAU MONTANA Fax:(406)5B7.1175 OS730I0 An FIGURE NUMBER bo;Pl°yer.•t7nvn7 t;a+�ny. TE: 6 WATER SYSTEM FIG. W-1 S:fACADRSREMPtAT£S1E%HiBITSlorbfndcr-LIMI_BOX,Awt Pbrted Ey llatkaday on OrU2E2CW5 CAM � � i � A 0 WASTEWATER COLLECTION DESIGN Introduction This report provides a basis for the design of the Legends at Bridger Creek II Subdivision Phase III wastewater collection system. The wastewater collection system serving the proposed project will be designed and installed in accordance with the Montana Department of Environmental Quality (MDEQ) Circular No. 2; Montana Public Works Standard Specifications (MPWSS);the City of Bozeman Modifications to MPWSS; and the City of Bozeman Design Standards and Specifications Policy. Wastewater Disposal A design report, done as part of the Bridger Creek Golf Course Development (see the attached appendix for details), shows a 10-inch main in the future extension of Boylan Road. This 10-inch main was extended as part of the Legends I project. Calculations will show that an 8-inch main will serve the remainder of the service area upstream of the Legends I project. A proposed 8-inch main will extend eastward along the proposed alignment of Boylan Road to the Creekwood Subdivision on the east property boundary. Other 8-inch mains will collect wastewater from the lots within the subdivision. Predicted Wastewater Flows The following wastewater flow calculations are based on the City of Bozeman's Design Standards and Specification Policy, March 2004: Predicted Population Sanitary Sewer System Design Criteria: Table V-1, and Page 48 R-1 zoning—3.9 (people/acre) 89 gpd/person 150 gpd/acre infiltration 2.11 people/dwelling unit Legends at Bridger Creek II— 122 lot in 57.29 acres Creekwood Subdivision— 53 lots in 37.66 acres Legends at Bridger Creek II—(2.11 people/dwelling unit)(122 units) =257 people Creekwood Subdivision—(2.11 people/dwelling unit)(53 units)= 112 people Mt Baldy Subdivision— 16.054 acres Ed Vogel Subdivision— 9.21 acres Population for Mt Baldy and Ed Vogel = (25.3 acres)(3.9 people/ acre)= 99 people Total Population=468 people Total Average Day Demand= (477 people)(89 gpd/person)=41,652 gpd Total Infiltration Flow= (150 gpd/acre)(120 acres)= 18,000 gpd A Peaking Factor is calculated as follows: Qma,,/Q =(18 +P1/2)/(4+Pv2) = 3.99 Where: Qmax=Max flow predicted Q =Average daily flow P =Population in thousands Q,,,ax=41,652 gpd x 3.99 = 166,192 gpd Q,,,ax+Infiltration= 166,192 gpd+ 18,000 gpd= 184,192 gpd= 128 gpm The capacity of an 8-inch diameter sewer pipe installed at a minimum slope of 0.4%is 314 gpm. At maximum flow the four subdivisions included above will use 41% of the available capacity in the 8-inch main. This will leave the remaining 58% for any further capacity needed in the area. Design Specifics All manholes will be 48-inch diameter with eccentric cone top section. If drop manholes are necessary, the drop will be constructed inside the manhole and a 60-inch diameter manhole will be used. Manholes will have full-depth channels. Manhole spacing will be at maximum intervals of 400'. All sewer mains will be 8-inch diameter PVC pipe. Sewer services shall be 4-inch diameter connected to the main with in-line wyes. Service line stubs will be extended to 8' inside the property line. Service lines will be located 15- feet from the downstream lot line (where possible). A 12' wide gravel access road will be constructed to provide access to sanitary sewer manholes not located within a paved roadway or alley. Easements will be provided where sewer mains are located outside the area to be platted. Summary The proposed service area for the City's collection system detailed above is 450 acres or approximately 1028 gallons per minute, at peak flow, as detailed in the above referenced "Sewer Service Study Area"report. The existing 10-inch main in Story Mill Road was constructed on a 1.27% slope with a capacity of 1,100 gpm. At this time 32 lots from the Headlands Subdivision(peak flow of 17.1 gpm) and 64 lots from the Legends at Bridger Creek I Subdivision(peak flow of 34.1 gpm), are approved for connection to this sewer main. With the addition of the Legends at Bridger Creek II service area's peak flow of 128 gpm, 16.5% of the 10-inch mains capacity will be utilized. SEWER SERVICE AREA . STUDY FOR GOLF COURSE PARTNERS, INC. . JANUARY 1994 PREPARED BY: MORRISON-MAIERLt/CSSA 901 TECHNOLOGY BLVD. BOZEMAN, MT 59715 1 0�g202122� Written By: MichaelSitiith"''EIT... 'Reviewed By: Ike f7i"�"S. 'Belden `p.E. .� JAN 1994 MM#: 2089. 002 . 010,0310 � B ern�,l ti PURPOSE: The purpose of this report is to provide the basis for the design of a sanitary sewer main extension which will connect the sani- tary sewer system of the Bridger Creek Subdivision as well as portions of the surrounding area to the City of Bozeman ' s sani- tar.y sewer system. SUMMARY: The proposed extension. will connect to an existing 30-inch RCP sewer main in the. north right-of-way of Montana State Highway 10. The proposed sewer extension will extend northeast and east approximately 2, 400 feet to the east side of Manley Road. This section of the proposed sewer main will be 15-inch SDR 35 PVC with capacity to service the entire developable area ( Blocks 1 through 6) as outlined in Exhibit #1 . This area will consist of approximately 450 acres. A 12-inch PVC main will continue from this point eastward 920 feet. where the main will cross the East Gallatin' River and thence continue eastward an additional 450 feet. This section of sewer main will service the eastern one- half of Block .2 and Blocks 3 through 6 . At this point, a 10-inch main is proposed to extend .into Blocks 3 and 4 with the 12-inch main continuing southeast 550 feet to cross Bridger Creek and thence an additional 1 , 200 feet southeasterly where it will connect to proposed sewer mains which will serve Blocks 5 and 6 . One proposed main will be 8-inch SDR 35 PVC and will serve the northern part of -Block 5, while the other proposed main will be 10-inch SDR 35 PVC and will serve the southern part of Block 5 and all of Block 6 . DESIGN REQUIREMENTS Design Requirements will be based on Ten-States Standards. Per Capita Flows - the assumed per capita flow will .be 100 gpd which is -assumed to cover .normal infiltration. Peak -Design Flow - the ratio of extreme flow to daily average flow is determined by the following method: Q max = 18+ P where Q avg. 4+jP . P = population in thousands. Population Estimate - population estimates will be based on the average persons per household (2. 5 ) as determined by the Gallatin County Development Corporation and a living unit. density of four units per acre. The commercial and light manufacturing areas will be. combined with the residential areas in estimatingpopula- tion. Daily Demand 450 acres x 4 living units per acre x 2. 5 persons per unit = 4500 persons. 4500 persons x` 100 gpd per person = 450, 000 gpd ( = 1000 gpd/acre) - 450, 000 gpd (1440 min. per day) = 312. 5 gpm Peak Demand Peaking Factor: Qmax = 18+ 4 . 5 = 3.29 Qavg 4+; 4 . 5 312. 5 gpm x 3.29 = 1028 .2 gpm Use 1050 gpm for design purposes. Sizing Mains Size main to serve Blocks 1 through 6: (450 acres) (Use Manning' s equation) Assume 15-inch SDR 35 PVC Predicted Flow = Q= 1050 gpm x 1 cfs = 2.34 cfs 448 . 8 gpm Minimum Slope = 0. 0015 as per Ten-States S.tandards Manning Is n = 0. 013 as per City of Bozeman Standards for PVC Velocity = v = 2 fps minimum full . flow velocity as per Ten-States Standards. Q = 1. 49 x A x (R)2/3 x (S )�- (Manning' s Equation) n Calculated Sewer Main Capacity From Manning' s Equation - Q = 2. 50 cfs V = 2. 04 ft/S 2 . . Size main to serve the - East one: half of .Block 2 and Blocks 3 through 6: (320 acres) Assume 12-inch PVC, n = 0.013, S = 0.0023 Population = 320 acres x 10 persons/acre = 3200 persons Peaking Factor = 18+,/3. 2 = 3 .42 4+13. 2 Ir Pr76di gpm ctteed Flow = Q 320 acs x 1000 gpd/ac 1440 min/day x 3.42 Q = 760 gpm x 1 cfs 1 . 69 cfs 448 . 8 gpm Calculated Sewer Main Capacity From Manning ' s Equation - Q = 1 . 72 cfs V = 2. 18 ft/S , 3. Size main to serve Blocks 3 and 4: (58 acres) Assume 10-inch PVC, n = 0.013, S= 0.0028 Peaking Factor = 18+J0. 58 = 3. 94 - 4+10, 58 Predicted Flow = Q = 58 acs x 1000 gpd/ac = 1440 min/day x 3. 94 158. 7. gpm Q = 158. 7 gpm x 1 cfs = 0.35 cfs 448 . 8 gpm Calculated Sewer Main Capacity From Manning's Equation - Q = 1 . 16 cfs ' V = 2 . 13 ft/S 4. Size main to serve the no portion of Block 5 (12 acres) Assume '8-inch PVC, which is the smallest main size allowed by Ten-State Standards for gravity sewers; n = 0. 013 S = 0.0040. Population = 12 acres. x 10 persons/acre - 120 persons Peaking Factor = 18+,�0. 12 = 4. 22 4+,/0. 12 Predicted Flow = Q = 12 acs x 100 35. 2 gpm 0 gpd/ac _ 1440 min/day x 4. 22 Q = 35. 2 gpm x 1 cfs = 0. 08 cfs 448 . 8 gpm Calculated Sewer Main Capacity From Manning 's Equation - Q = 0. 77 cfs V = 2.20 ft/S 5. Size main to serve the Southerly portion of Block 5 and all of Block 6: (222 acres) Assume 10-inch PVC; n = 0. 013, S = 0. 0032 Population = 222 acres x 10 persons/acre = 2220 persons Peaking Factor = 18+,/2. 22 = 3. 55 4+,/2.22 Predicted Flow Q = 222 acs x 1000 gpd/ac : 1440 min/day x 3 . 55 547.3 gpm Q = 547.3 x 1 cfs = 1. 22 cfs 448.8 gpm Calculated Sewer. Main Capacity From Manning ' s Equation - Q = 1 .24 cfs V = 2 . 27 ft/S From the above calculations it is clear that the assumed main sizes will meet all requirements. ' Additionally, we believe our main sizes are conservative for the following reasons: 1 . Portions of Blocks 1, 2 and 6 which lie within the 100 year floodplain were included- .within the study area . In all likelihood, these areas will never be built on, thereby reducing the usable areas and future flows. 2. The Manning' s "n" for PVC pipe suggested by past testing is 0 . 010 or 0. 009, which is more conservative than the n = 0 . 013 used in this study. We would suggest that an n = 0.011 be used leading to a 15% increase in line capacities. Additional Construction Requirements Connection to the existing main will require the .placing of a new manhole at Highway 10 just downstream of existing manhole #3 . The 0. 8 depth of flow for the new main will match the 0. 8 depth Of flow of the existing 30-inch main. The crossing of the ditch that parallels the existing sewer main will be completed with 14-inch restrained joint ductile iron pipe. The pipe shall be wrapped with protective .insulation where exposed to the elements. The crossing of Manley Road will be by open trench method using "Type 2" trench excavation and "Type A" trench backfill as de- scribed in Montana Public Works Specifications . i Crossing of the East Gallatin River and 'Bridger Creek shall be With restrained joint ductile iron .pipe with a minimum separation between river bottom and the top of the pipe -of 3-feet as re- quired in Ten-States Standards . An access road will be constructed where required to provid e access for cleaning and maintenance of the sewer. main. C:\KEITH2\brcreek.rpt January 20. 1994 • J_ I I CC 6ALLAT/A1 RiyEN a0 zrzt- H SERVICE AREA SUMMARY -r.r lust = Z�_ --- -___ ACRES uts i��-— — ----_ -----_— BLOCK AREA 'F LO W 70 AC. IMO GPM 2 SEWER - 2:AI 88 AC. GPM SERVICE AREA B'L.00K 2= _— 3 •23 AC. 53 GPM 4 4 35 AC. '80GPM EXHIBIT 5 84 AC, 1.91 GPM i _ 4 6 150 AC. .i4`�M TOTAL 450 AC. IU28 GPM SCALE I": 1000 t ' (Q25D — _ I�z� Izes `.ram f •' PO BLOCK 6 "O '% 1111 I illllll III I i - tso I I - 6ALDYII II I II I VOGELi II DATE : MARCH 1993 r sr s I eNi ccR GRrvf PREPARED HY- MORR150N-M.AIERLE/CSSA i L - GREEN'ACRES JOB N0. 2089.002 MAIrII)EVILLE LAKE G� I GRIFFIN i RIB- T. IS. NILISIOc LAI+c- / 90 T.2 S. GRIFFIN DRIVE \ STORY HILLS W I rr r['1 W t0 It I / Daj etc cu rM tzrn ` `. 1 o'`v I 1 nr ro u' » w h i � s o � E. ASPEN ST- I I �I 0 • • • • • • 0 • PAVEMENT SECTION DESIGN Eleven test pits were dug to install groundwater monitoring wells (see the appendix for results). Native gravels were found at depths ranging from 30"to 60". A pavement section design was performed using MiraSPEC, a pavement section design program that is based upon the AASHTO Guide for Design of Pavement Structures. The recommended section is as follows: 1) 3" - Hot Plant Mix Asphalt Concrete (type B) Surface Course 2) 6" - 1.5" Minus Crushed Base Course 3) 15" - 6" Minus Select Sub-Base Course (MiraSPEC said 6.84") See the Appendix for the MiraSPEC design parameters and results. This is the same road typical section that was built for Phases I and 11. STORM WATER DESIGN See the Storm Water Design Report that was turned in with Phase 1. All major components of the storm water system were installed with Phase I that will serve Phase III. NA3959\0100esign Docs\ReportsThase III\Design Report.dococ f LOAD EQUI1 DETERMINING DESIGN ESAL-20 YEAR Gross Axle Number 4% Load Vehicle of Vehicles Truck Factor Growth Factor LSALIs TYps (per;year) (See Table IV-4) (See Table W-3) (1 X 2 X 3) lb. 1` 2 3 4 1,000 G rassenger Cars and 2 000 G Passaw Cars X X 4 000 0 $U%rs 43 800 X 0.0022 X 29.78 6 000 0 Light Trucks(under 6,000 Ibs:) X X - 2.8� 10,000 HeavyTrucks(overt 6.000 bs.) X X = 12,000 14,000 AN PassQn9erCers and P[t9cups 43.800 Subtotal= 2.859 16,000 18,000 WIVe Unit Tricks 20.000 22,000 2-Axle,4-Tim X X = 24,000 2-Axle,6-Tire X X - 26.000 3-Axla or More 15.600 X 0.3900 X 30 = 181,170 28,000 30.000 All Single Unit Trucks 16,600 Subtotal = 181,170 32,000 34,000 Tractor Semi-Trailers and Cornbinatkms 36,000 38.000 4-Ax%or less X X = 40,000 6-Axle X X = 42,000 6-Axle or More X X = 44.000 46,000 All Tractors,Etc. Subtotal a 48,000 All Passenger Gars and Trucks 60,000 E-SAoa 39 52,000 54.000 `Based on AADT=%in the Design Lane,%Passonger Cars and Trucks(See Table N-OistiiWkM of 56,000 Try*FSOM(1P)For Different Classes of Highway and VehlciesAk ted States) 58.000 60,000 62,000 64 000 66,000 68,000 70.000 EXAMPLE: i 72,000 SU\rs(GVW=7,000lb) 74,000 O 0 76,000 RearAxle FrontAxls Gross Weight { 78.000 50% 50% 100% 80,000 3,500 lb + 3,500 b = 7,000 lb 82,000 0.0011 0.0011 0.0022 Truck Factor 84,000 86,000 Number of SiN's 88 000 (10 SUV/hr)x(12 hWday)x(365 days6var,=43.800 VbWbs per year 88 000 Loaded Dump Trucks(Tandem Axles with Dual Tires) 'FA A o s Tare Weight+Asphalt Load Weight=Total Weight ILMOW 240M b + 28,000 lb = 52,000 b _ 00 00 O Rear Axis Rear Axle Front Axle Gross Weight 40% 40% 20% 100% 20AW lb + 20.800 b + 10AW b - 52,000 b 0.15 0.15 0.09 0.39 Truck Factor fit, --- Number of Trucks (10 trucks)x(5 roundstday)x(365 daysfyear)=15,6W loaded trucks p2ryear G_1Genefal WaTRAFFCWORMsVVTURE GROWTH RAIF-& TABLE N3 GROWTH FACTOR* 3L:E IV-4 kL.ENCY FACTORS` Annual Growth Rate,Percent(r): 4.0ft Uhlltlal Anne al ESAL.ss 613 (Average Deily ESAL's based an Initial 2 ad Equivalency Factors _1e Tandem Tridem Period, No Growth Ertl yes Arwles A)*s Yesra(n) YFAR Growth FacW ESAL's 1 2005 11.0 1.0 t313 10018 :t, 2006 2.0 2.04 I= 12p9 0.0003 3 2007 SA 3.12 1.914 11043 0.001 O-ODD3 4 2009 4.0 425 2AM 1343 0.003 0.001 5 2009 5.0 S.42 I PVU .0877 0.007 --6.-002 6 2010 0.0 GM I 4A86 .189 0.014 0.003 1 2011 7.0 7.90 1 4-A42 0.360 0.027 OAM 6 2012 11A 921 SAa 623 0.047 0.011 9 Z013 9.0 10.58 6,48U7 1.000 0.077 0.017 10 2014 10A 12.01 7.360 1.5i 0.121 0.0271 11 =5 11.0 13 49 81a67 2.18 0.180 0. 12 2016 12.0 15.03 9.211 3.03 0260 0. 13 2017 13.0 15,53 10192 4.09 0.364 0.0 14' 2018 14U 1 18.29 11.213 3.39 OA95 0.1 15 2019 15.0 Z0.02 12.274 6.97 0.658 0.1 16 2020 16.0 21.82 13,378 3.88 0.857 0.191 17 2021 17.0 23.70 14.527 i1.18 1.095 02 18 2022 18A 25.65 15.721 3.93 1.38 0.3131 15k 2023 19A Z7.67 18.962 1720 1.70 0.393 20 207A 20.0 29.78 15,254 1.08 2.08 OA87 95.64 2.51 0. 7 25 2029 25.0 41-65 25.529 1.00 3.00 0.723 30 2034 30.0 56.08 34.380 1724 3.55 0.8N 35 2039 35.0 73.65 45,149 .4.50 4.17 1.033 4.86 1 5.631 ( 'Factor=11+Ef-i .where r=rate 1100 and is not zero, 6.47 1. r 7.41 1.91 8.45 tf Annual Growth is zero.Growth Factor=Design Period 9.59 2.51 10.84 2 From Asphalt bwUdrte MS-I.Asphalt Pavements for 12.22 Highways 8 Streets.Table IV-3. 13.73 3. 15.38 4. 17.19 4.52 19.16 5.03 21.32 5.57 23.66 6.15 26.22 6.7 29.0 7.4 32.0 8. 35.3 8. 38.8 9.8 42.6 10. 46.8 11 -110 Guide for Design of