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HomeMy WebLinkAbout13-3 Sanitary Sewer Design Reerport 2005-08-02 SANITARY SEWER DESIGN REPORT FOR THE BOZEMAN GATEWAY BOZEMAN, MONTANA Prepared By: Morrison-Maierle, Inc. 901 Technology Boulevard P.O. Box 1113 Bozeman, Montana 59771-1113 Engineers: Greg J. Stratton, P.E. Kevin D. Jacobsen, P.E. Date: August 2, 2005 File: 3638.003/027/0310 I THE BOZEMAN GATEWAY SANITARY SEWER DESIGN REPORT Page 1 THE BOZEMAN GATEWAY SANITARY SEWER DESIGN REPORT TABLE OF CONTENTS 1.0 Introduction ................................................................................................. Page 5 2.0 Pre-Analysis-Proposed Sanitary Sewer System ......................................... Page 5 2.1 Predicted Average Daily Sewage Generation............................................. Page 6 2.2 Peak Flows ................................................................................................. Page 7 3.0 Capacity Analysis-Proposed Sanitary Sewer System................................. Page 8 4.0 Capacity Analysis-Existing Sanitary Sewer System.................................... Page 8 4.1 Capacity Analysis-Existing Sanitary Sewer System-West Side .................. Page 9 4.2 Capacity Analysis-Existing Sanitary Sewer System-East Side................ Page 10 4.3 Capacity Analysis-Existing Sanitary Sewer System-East Side................ Page 11 After Flow Monitoring 4.4 Capacity Analysis-Existing Sanitary Sewer System-Combined...............Page 12 5.0 Wastewater Treatment..................................................................Page 13 6.0 Conclusion ................................................................................................ Page 13 LIST OF TABLES Table 1 Drainage Basin Summary .................................................. Page 6 Table V-2 Business and Manufacturing Flow Rates................................ Page 6 Table 2 Average Daily Flows ....................................................... Page 7 Table 3 Peak Hour Flows ............................................................. Page 7 Table 4 Total Daily Flow at Waste Water Treatment Plant................... Page 12 THE BOZEMAN GATEWAY SANITARY SEWER DESIGN REPORT Page 2 LIST OF EXHIBITS Exhibit A The Bozeman Gateway-Proposed Sanitary Sewer Layout Exhibit B The Bozeman Gateway-Proposed Sanitary Sewer Drainage Basins Exhibit C Existing City of Bozeman Sanitary Sewer Map APPENDIX A The Bozeman Gateway Proposed Sanitary Sewer Flows— West Drainage Basin B The Bozeman Gateway Proposed Sanitary Sewer Flows— East Drainage Basin C The Bozeman Gateway Existing Sanitary Sewer Capacity Analysis— West Drainage Basin D The Bozeman Gateway Existing Sanitary Sewer Capacity Analysis— West Drainage Basin-Area to be Developed E The Bozeman Gateway Existing Sanitary Sewer Capacity Analysis — East Drainage Basin F The Bozeman Gateway Existing Sanitary Capacity Analysis — East Drainage Basin-After Flow Monitoring G The Bozeman Gateway Existing Sanitary Capacity Analysis — Combined Drainage Basins H City of Bozeman Flow Monitoring Data I City of Bozeman Waste Water Treatment Plant Flow Data THE BOZEMAN GATEWAY SANITARY SEWER DESIGN REPORT Page 3 LIST OF REFERENCES Wastewater Facility Plan Bozeman, Montana - August 1998 MSE-HKM Engineering City of Bozeman, Design Standards and Specifications Policy March 2004 THE BOZEMAN GATEWAY SANITARY SEWER DESIGN REPORT Page 4 SANITARY SEWER DESIGN REPORT FOR THE BOZEMAN GATEWAY This section is a response to the requirements of the City of Bozeman Unified Development Ordinance Section 18.78.060.J. relative to Sewage Collection and Disposal. 1.0 Introduction The purpose of the following discussion is to provide a basis for design and review of the Bozeman Gateway sewer collection system. This report includes a description of the proposed wastewater system and analyzes the effects of the development on the existing wastewater facilities downstream. Mitchell Development Group L.L.C. is proposing a 72.2 acre commercial development located directly south of Huffine Lane and between Fowler Avenue and the Huffine Lane/College Street intersection. The City of Bozeman sewer system will be extended into the project area at Fowler Avenue and at College Street. The Fowler Avenue connection will require that a portion of the future west side trunk be installed from existing Manhole J0516 across Huffine Lane and south to Garfield Street. The connection to the existing system will be at the Fowler Avenue/Fallon Street intersection. This connection will serve roughly the west two-thirds of the subdivision. The remainder of the subdivision will be served by a connection to existing Manhole J0602 located just south of the Huffine Lane/College Street intersection. The proposed collection system and connection points are illustrated on Exhibit A, "The Bozeman Gateway-Proposed Sanitary Sewer Layout." The procedures and parameters outlined in the City of Bozeman Design Standards and Specifications Policy, March 2004 will be used to design the sewer infrastructure for the proposed development. 2.0 Pre-Analysis-Proposed Sewer System The basis for this analysis is provided by foundational data regarding variables such as flow rates to be generated by the development,the capacity of the existing piping downstream, the existing flow in the downstream piping, and the grade of the existing piping to provide service to the project area. THE BOZEMAN GATEWAY SANITARY SEWER DESIGN REPORT Page 5 The next few sections explain the method for determining and or calculating the data required to evaluate the proposed sewer system for The Bozeman Gateway. 2.1 Predicted Average Daily Sewage Generation The site is divided into two areas for the purpose of analyzing the flows generated by the development. The two drainage basins are shown on the attached Exhibit B, "The Bozeman Gateway-Proposed Sanitary Sewer Drainage Basins." Below is a summary of the drainage basins: Table 1 Drainage-Basin Summary Drainage Basin Area (acres) West Side 48.7 East Side 23.5 Total 72.2 The City of Bozeman's design standards require that non-residential areas be designed to accommodate the average daily flows as shown in Table V-2 of the COB Design Standards (also shown below). The west side drainage basin is zoned B-2 and the east side is divided into 2 zones, B-2 and B-P. See Exhibit B, "The Bozeman Gateway-Proposed Sanitary Sewer Drainage Basins" for zoning boundaries. Please note that areas zoned B-P were analyzed using flow rates associated with M-1/M-2 zoning. Table V-2 Business and Manufacturing Flow Rates (from COB Design Standards and Specifications Policy,March 2004) Zone Classification Flow(gal/ac/day) Equivalent Population(people/ac) M-1 2020 28.06 M-2 2020 28.06 B-2 3485 48.54 In addition to the above base flows, an infiltration flow rate of 150 gallons per acre per day was used for all flow calculations. THE BOZEMAN GATEWAY SANITARY SEWER DESIGN REPORT Page 6 The following table summarizes the average daily flow predicted for the-project: Table 2 Average Daily Flows Drainage Basin Total Average Daily Flow (qpd) West Side 177,681 East Side 73,310 Total 250,991 In summary, the total average flow from the project is estimated at approximately 250,991 gallons per day. Of this flow 240,161 gallons is wastewater and 10,830 gallons is infiltration. This results in an average daily flow of 174 gallons per minute. For calculations please see Appendix A and B, "The Bozeman Gateway Proposed Sanitary Sewer Flows." 2.2 Peak Flows In estimating peak hour flows for the project, the standard peaking formula adopted by the city is utilized. The formula utilized is as follows: PF = 18 + �P 4 + SIP Where P = population in thousands In accordance with the methodology presented in the Wastewater Facility Plan the peaking factor is applied only to the sewage flow and not to the flow attributable to infiltration. Based on the predicted equivalent populations, the peak flows for each of the basins are summarized below. For calculations please see Appendix and B, "The Bozeman Gateway Proposed Sanitary Sewer Flows." Table 3 Peak Hour Flows Drainage Basin Peaking Factor Peak Flow (gpm) West Side 3.53 435 East Side 3.81 187 Total 622 THE BOZEMAN GATEWAY SANITARY SEWER DESIGN REPORT Page 7 The peak flows for each of the basins will be directed towards the existing sewer collection systems at Fowler Avenue and College Street. 3.0 Capacity Analysis-Proposed Sewer System The sewer main to be installed with the development will vary in size from eight to twenty-one inches and are sized to flow at no more than 75-percent of full capacity at peak hour conditions, per City of Bozeman Standards. Pipe slopes varying from 0.4% - 1.0% were used to analyze the sewer segment sizing. The new twenty-one inch sewer main in Fowler Avenue from Garfield Street to MH J0516 (as depicted on the Wastewater Facility Plan)was constructed in the spring of 2005. This included boring under Huffine Lane and installing approximately 450 feet of twenty-one inch sewer main north of the developments property boundary. In order to connect the twenty-one inch main to the eight inch main at MH J0516 a new manhole was installed just upstream with a 21" invert-in and an 8" invert-out. After analyzing flows downstream of this manhole it was determined that there are four sections of pipe that may reach capacity based on the SANSYS model, therefore additional flow monitoring/upgrades shall occur at that time. Please refer to Section 4.1 below for a detailed explanation. All other sewer mains within the development shall be eight inches in diameter, unless layout changes warrant different sizes. For preliminary sewer sizing and percent of full capacities please refer to Appendix A and B, "The Bozeman Gateway Proposed Sanitary Sewer Flows." 4.0 Capacity Analysis-Existing Sewer System A capacity analysis was performed in order to determine the effects of the proposed development's sewer loading on existing downstream sewer mains. Utilizing estimated flow information from the SANSYS computer sewer modeling program provided by Bob Murray, Project Engineer for the City of Bozeman, and actual flow monitoring data collected and provided by the City of Bozeman, we forecast the development's sewer flows downstream through the collection system. The two drainage basins flow to the north and connect at MH 950 (J0311). At MH 950 the flow heads north to MH 956 (JO101) and then east on Baxter (extended) to MH 10106 in North 19tt' Avenue. From there the flow heads north down North 19th Avenue to the Wastewater Treatment Plant. THE BOZEMAN GATEWAY SANITARY SEWER DESIGN REPORT Page 8 For purposes of this analysis,we will look at flows in three sections of existing sewer piping. The three sections are summarized below, as well as shown on Exhibit C, "Existing City of Bozeman Sanitary Sewer Map." The first section (West Side) includes the flow from the west side of the Bozeman Gateway to MH 946 (J0307) on the future Oak Street extension. The connection point to existing system is at MH J0516 on Fowler Avenue and continues downstream through turning manholes J0517, K0526, K0436, and J0301 to MH 946 (J0307) on the future Oak Street extension. This section was analyzed using estimated flow information from the City of Bozeman SANSYS computer modeling program. The capacities between MH J0301 and MH 946 (J0307) were not analyzed since the existing eighteen inch lines are well below full capacity(per Bob Murray, Project Engineer for the City of Bozeman). The second section (East Side) includes the flow from the east side of the Bozeman Gateway to MH 950 (J0311) on Oak Street. The connection point to the existing system is at MH J0602 just south of College Street and continues downstream through turning manholes J0603, J0604, J0501, J0503, J0506, J0509, J0510, J0414, J0402, J0405, J0406, J0410, J0324, J0345, J0310 to MH 950 (J0311) on the future Oak Street. This section was analyzed using both the SANSYS model and flow monitoring data collected by the City of Bozeman. Section 4.3 covers this analysis in detail. The capacities between MH J0410 and MH 950 (J0311) were not analyzed since the existing fifteen and twenty inch lines along Hunters Way and the future Oak Street extension were installed as depicted on the Wastewater Facility Plan (per Bob Murray, Project Engineer for the City of Bozeman). The third section (Combined) includes the flow from MH 946 (J0307)on the future Oak Street extension to MH 10106 on Baxter Avenue. The flow travels through turning manholes 950 (J0311) and 956 (JO101) before reaching MH 10106 on Baxter Avenue. The analysis ends here due to adequate capacity beyond this point (per Bob Murray, Project Engineer for the City of Bozeman). 4.1 Capacity Analysis-Existing Sewer System-West Side The effluent from the west side of the development flows to MH J0516 in Fowler Avenue. At this manhole the flows from the Rocky Mountain Credit Union and Moose Creek Manor Antiques tie in. The flows from these two developments came after the SANSYS model was run, so we included them in the capacity analysis. The City of Bozeman Wastewater Facility Plan identifies the future West Side 21" sewer main to be extended up Fowler Avenue and eventually to serve this project area. The applicant is installing a portion of this sewer main including the crossing THE BozEMAN GATEWAY SANITARY SEWER DESIGN REPORT Page 9 of Huffine Lane as part of the development of the property. Until this sewer main is extended North on Fowler Avenue, the flow will utilize existing sewer pipe capacities through Valley Commons and down Yellowstone Avenue. Appendix C, "The Bozeman Gateway Existing Sanitary Sewer Capacity Analysis- West Drainage Basin," shows the SANSYS model capacities of the existing mains throughout this section with the Bozeman Gateway and the above two properties included in the analysis. As shown in Appendix C, the SANSYS model capacity of the existing sewer main is exceeded at the following locations: 1. MH J0517 to MH K0523 2. MH K0523 to MH K0524 3. MH K0524 to MH K0525 4. MH K0525 to MH K0526 These four sections of sewer main run east to west through the Valley Commons Subdivision and are laid at a 0.40% slope. Please refer to Appendix D, "The Bozeman Gateway Existing Sanitary Sewer Capacity Analysis-West Drainage Basin-Area to be Developed," for the maximum capacities the mains can accommodate based on the SANSYS model. Based on the results of this analysis, we are recommending that 65% of the west basin be built-out and at that point one of three options be exercised, as shown below: 1. If the twenty-one inch West Side sewer main has been installed in Fowler Avenue the flow will have been redirected down Fowler as opposed to through Valley Commons, thus alleviating the capacity issue. 2. Conduct flow monitoring to determine allowable capacity. 3. Upgrade four sections of eight inch sewer main through Valley Commons to accommodate the additional flow. 4.2 Capacity Analysis-Existing Sewer System-East Side The effluent from the east side of the development flows to MH J0602 just south of College Street. Between MH J0602 and MH J0603 the Bozeman Daily Chronicle's flow ties in. At MH J0604, the flows from the Kagy Crossroads Subdivision and the proposed ATI Subdivision Phase 4 are included in the capacity analysis. The flow from these developments came after the SANSYS model was run, so they are added separately to the capacity analysis. Appendix E, "The Bozeman Gateway Existing Sanitary Sewer Capacity Analysis- East Drainage Basin," shows the SANSYS model capacities of the existing mains THE BOZEMAN GATEWAY SANITARY SEWER DESIGN REPORT Page 10 throughout this section with the Bozeman Gateway. and the above properties included in the analysis. As shown in Appendix E, the SANSYS Model capacity of the existing sewer main is exceeded at the following locations: 5. MH J0414 to MH J0402 6. MH J0405 to MH J0406 7. MH J0408 to MH J0409 8. MH J0409 to MH J0410 It is generally accepted that wastewater flows estimated by the SANSYS model are conservative and in many cases the actual flow in the pipes are considerably less than the estimated flows. The City of Bozeman accepts flow monitoring as a means to assess the actual existing flow in the pipes for analyzing the system. The City monitored the flow between MH J0409 and MH J0410 during the week of July 30, 2004 to provide an actual representation of the flow in this area. Based on flow monitoring results provided by the City of Bozeman, the capacity analysis was re- evaluated. See Section 4.3 below. 4.3 Capacity Analysis-Existing Sewer System-East Side-After Flow Monitoring The City of Bozeman performed flow monitoring at MH J0454 on Hunters Way, which is located between MHJ0409 and MH J0410. This data is included in Appendix H. The City of Bozeman also provided flow data at the Waste Water Treatment Plant for the week of flow monitoring as well as the maximum flow the plant recorded in the past year. This data is included in Appendix I. The maximum daily flow recorded at the Wastewater Treatment Plant during the week of July 30, 2004 was 5.641 MGD. The maximum daily flow for 2004 recorded at the Wastewater Treatment Plant was 8.007 MGD. This flow occurred during and directly following a fairly major storm event. The difference indicates a 42% increase in daily flow for rainfall dependent infiltration/inflow (RDI). The City Wastewater Facility Plan does confirm that RDI is significant in the City of Bozeman Wastewater Collection System. The plan states that average daily flows increase to 8.0 MGD from 5.7 — 6.8 MGD during rainfall events in the summer. However, the plan also indicates that infiltration rates are not consistent in all areas of the City. Table 4.5.5.2 in the Wastewater Facility Plan identifies that approximately 85% of the RDI can be attributed to problem areas in older areas of the City where many of the sewer pipes are vitrified clay tile that were installed in the early 1900's. Based on monitoring results presented in the Wastewater Facility Plan, it can be estimated that only 15% of total RDI can be attributed to areas that were not monitored. 1 THE BOZEMAN GATEWAY SANITARY SEWER DESIGN REPORT Page 11 Conservatively estimating that the portion of the existing system draining the East Side Basin of the Bozeman Gateway represents 25%of the area not monitored we attribute that percentage of the remaining RDI to the system at Manhole J0104 ((8,007,000 mgd — 5,641,000 mgd) x 0.15 x 0.25 = 88.750 gpd). This equates to approximately 300 gpd/acre for RDI or a 28% increase in the wastewater flow. The maximum flow monitored during the week of July 30, 2004 was 0.5cfs. To this the RDI is added based on the percent increase (28%) in flow for the week of monitoring versus the maximum flow week at the treatment plant. See Table 4 below for total daily flows at the treatment plant. Table 4 Total Daily Flow at Waste Water Treatment Plant Max Day Total Daily Flow (mqd) For Year 8.007 For Monitoring Week 5.641 Appendix F, "The Bozeman Gateway Existing Sanitary Capacity Analysis — East Drainage Basin-After Flow Monitoring," shows the capacities of the existing mains throughout this section after updating the SANSYS model based on the flow monitoring data. As shown in Appendix F, the capacity of the existing sewer main is not exceeded. 4.4 Capacity Analysis-Existing Sewer System-Combined The combined analysis begins at MH 946 (J0307) on the future Oak Street extension and flows east until it connects to MH 950 (J0311), where it combines flows from the east drainage basin. As stated above the flows then continue north to MH 956 (JO101) on Baxter Avenue, then east to MH 10106 on Baxter Avenue. Throughout this stretch there is a considerable amount of flow that has been added since the 1998 SANSYS model was completed. Below is a fist of additional properties that has been platted or guaranteed flow since the original model. This list is not all-inclusive but rather lists the major subdivisions and/or large pieces of property. Laurel Glen Subdivision Phase 1 Valley West PUD Harvest Creek Subdivision Phases 1-7 Harvest Creek Subdivision Overflow Rose Park Subdivision Castlebar Apartments THE BOZEMAN GATEWAY SANITARY SEWER DESIGN REPORT Page 12 Durston Meadows Subdivision Lane Property Annie Subdivision Phase 3A Appendix G, "The Bozeman Gateway Existing Sanitary Sewer Capacity Analysis- Combined Basins," shows the capacities of the existing mains throughout this section with the Bozeman Gateway and the above property included in the analysis. The SANSYS model capacity of the existing sewer throughout this section is not exceeded, and since the flow monitoring results upstream indicated lower flows than the SANSYS model, an updated capacity analysis was not necessary. 5.0 Wastewater Treatment The wastewater from The Bozeman Gateway will be conveyed to the City of Bozeman's Wastewater Treatment Plant located near the intersection of Springhill Road and Moss Bridge Road. The wastewater treatment plant has adequate capacity for the proposed development as outlined in the City's Wastewater Facility Plan. 6.0 Conclusion The sewage collection system for The Bozeman Gateway in conjunction with existing City of Bozeman facilities will provide for the collection and treatment of wastewater in accordance with state and local requirements. ✓-1?.3639?002-ENG%DOGS\DESIGN-RPTSISEWER'•,FOR PUD-CURREt4T\SWR-D'NRPT-FL.Ovd MONITORING.DOC I THE BOZEMAN GATEWAY SANITARY SEWER DESIGN REPORT Page 13 CONNECTION POINT EXST. 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QZFQ (L au oov v -acvaaaavvetcetav 2 (� Q O p (D (r (,) a Z w Q Q 0 (D ( ( O O N N N N N N CV N N N N N N N N CV V LL a 3 � � ~ ~ _OxQ z ' w � ijI i < -}� U) Q CD CQ7a ~ 2 awQQ 0 (Q,DLY w ° p I w w o 0 0 = z a' 0 Q W O O ( O O N N N N N N N N N N N N N N N N QW LL Q Li- LL LL O Q 0 LJL. -Q IJL LL L O O u> U) Un LO ICJ In m LO U) It) O W) 0 In U) U) w � of Zuj (j WUaQ w � z (w9w ooM MMMMMMro MMMMMMMM ono LL �QWw LU 0a Q W � LL KQQQWd p � > > vvv -tmcnnminv0Oo0vvvrn O F- J F- Q Q M M O v 0 - V) V) M M CA o O v Q J LL J V' v' v M m cam- In n 7 N N N N F• h n tD W LL M LL r - .- - - r CY z 0 z Q w N N N N O) O v v N 0 0 0 M LD 0 m 0 �D � m n p- n r= e- 0 C a „ Z N Iz m m m m m m m m m m m m m m m m m m w Ln O m M m m m m m m m m m m m m m m m m m m co z p o 0 o O o 0 0 0 0 0 0 0 0 0 0 0 0 0 m W o rn n = ZOto cn ZCD 0 ON O N a N 0 CA v CV O CO 0 ON rn v � N Om) O O co C IC'Y O M W O v n MF- 2 C+� CO CD N O N O W 2 S N a tIl Ch C p ZMrUZ >>O�fq (.) fn UZ � �CUZ »- p�u o 0 0 0 000 00000000000 y a � 0Q0OO D � Uaa R2 � LL 0 ¢00a (DCD o 00 000000000000 C) w O Q w ¢ Q Fw w z = z W O Q� ¢ Q F f > w Q J J Q qa 0 0 p w x w Q J J Q < Q WaQ QU0 (D F= x � VaQ ((D0� � ° Z W W Woo �� Z YAW � tw- -iO - o 00 0000000000000o0 m 2F- QaLLU LLp � 0oz Q � LLLLu 00000o 000000000000 F- z O Z ¢ (" 3w � ZC� � �> g xmw LL WL oQ Q - LL. oo < c w o O p w = w 2 I o z o -j 0 � 0 ° S LL a Q W W W CC% (1 w Q LL LL Q W W u Vl Q w Z a a' » < x F- F- Q Q Q 2 F- Q Q < w U) J Q O O O O O (D O v 0 0 0 O o 0 v v v _ LL N N N N O O m m m N — f- N N N N CTO W z 0 Z 0 0 0 0 .- .- W io fu N N n O O C) O O CD O O o O v v v v v v "t v C. m M m M N N N N N N N N N N N N N N N N N N w0d. n WOO mO m O v C N m m ICY N Ov ll� lN[) m O OD r ON SO) N C6 N V U, t- N C m m M IC) m O V O F- S N v m M C ZW .�r..� z W W F- U > } 0 2 CO) U U) W F- (� } } 2 U M M f7 CJ M (+3 M ' M M M M m M M CJ m t g0LLQZQQaaLLQ0 2OLLQZQQaau --NaoO 0a: z a_ - O Opp (� � ( o 00000 00000000o coo 0 O w N U U W w w w O O w w N (j U W w LL 0 coo 0 0 0 0 0 0 0 0 0 0 0 o 0 0 j W Q J J Q Q ~ O W 2 W Q J J Q Q < W a a' Q Q 2 S � W a a Q Q S ° pU, Q SW WW000Dz zW WW00C I= Z wLLLLLtp O FS- Z Q � LLLLu LU W W W a Q LU W W u v CO c Lo m 0 M LD U) LO 0 m o 0 0 0 0 0 Q p O Q Q Q � Q � p p Q Q a rn rn rn rn rn rn rn rn rn rn rn m 0 0 0 0 0 0 1 � -j LL ~ W W W a a ww 0 LL ~ w W u - � LL QQQw > oiLLQQa Q LL S W a o v my 7 W In N N 0 NU� N N 0 0 0 0 0 X w z z 1 U) Q CA o O) W OY (A O O U) m w O 0 0 0 0 0 a m O � v c Cl) -, APPENDIX H i CITY 0r B OZEMAN Engineering Department 20 E. Olive St. P.O. Box 1230 Bozeman, Montana 59771-1230 (406) 582-2380 phone (406) 582-2363 fax LETTER OF TRANSMITTAL T0: Pro)ectName: 2—_C,K.lie�`�`, Date: j ATTENTION: r S4r�r'�}C/iJa RE: WE ARE _Afenclosmg _ sending under separate cover Jb� �Nluvl, v,%'n� 61� FOR YOUR �qk _review _records _ approval _use _next day _2-day _regular mail _distribution _please return corrected prints _fax _hand carry courier REMARKS: cc: � by. Act DETENTION 0 :0 0 Pry ?:;t::::.• ......................... ;. f: . ...... .......................... ROAD s.. — IN MAIN MAL J0449 _ -off_ IA <. a 0454 v - 4 E IB J045 t TB E c 2A AD 1 7A + 42 -4 y 2B`S $ 66 5 J041 J 3A 6A -- 7 a 6 J 448 3 W ! tk3. 4A t C.O. 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Ln Q c O O CD CD O p N ,\N c� \ �j O O \ W � 00 N O O O J0454 Velocity Report units:Velocity/Totals: Date Max Min Avg Total Week 1 Summary Max Min Avg Total D7/01/04 07/02/04 07/03/04 07/04/04 07/05/04 07/06/04 07/07/0.4 Week 2 Summary Max Min Avg Total 07/08/04 07/09104 07/10/04 07/.11/04 07/12/04 07/13/04 07/14/04 Week 3 Summary Max Min Avg Total 07/15/04 07/16/04 07/17/04 07/18/04 07/19/04 07/20/04 07121/04 Week 4 Summary Max Min Avg Total 07/22/04 07/23/04 07/24/04 07/25/04 07/26/04 07/27/04 07/28/04 Week 5 Summary Max Min Avg Total 07/29/04 1.68 0.99 1.45 1.68 0.93 1.39 07/30/04 1.59 0.93 1.35 07/31/04 1.58 1.01 1.39 J0454 Velocity Report Units:Velocity/Totals: . Date Max Min Avg Total Week 1 Summary Max Min Avg Total O8/01/04 1.61 0.96 1.36 1:69 0.79 1.41 08/02/04 1.62 1.16 1.41 08/03/04 1.69 1.10 1.44 08/04/04 1.65 1.11 1.42 08/05/04 1.60 1.21 1.42 08/06/04 1.52 0.79 1.36 08/07/04 Week 2 Summary Max Min Avg Total 08/08/04 08/09/04 03/10/D4 08/11/04 08/12/04 08/13/04 08/14/04 Week 3 Summary Max Min Avg Total 08/15/04 08/16/04 08/17/04 08/18/04 08/19/04 08120/04 08121/04 Week 4 Summary Max Min Avg Total O8/22/04 08/23/04 08/24/04 08/25/04 D8126/04 08/27/04 08/28/04 Week 5 Summary Max Min Avg Total 08/29/04 08/30/04 08/31/04 m m V M N M M V m M m m m m O N 0 n m m n M m N N N N N N N N N M N M M M M V V V M M M M M N m M N N m V N M 4'S Q N M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 0 0 0 0 �ti O C O o C 0 Oi Ci 0 0 c CN r � N O m n D M M n m O O n n V m n O N m N m N m V m M V m N Q m n t0 V V N m m m m m O V O N M M O m V M M N N m m m cr� n M 10 U0 N U? n n 9 0 > D M d fO n ()O M V N V m m V m N m 0 m m m m to n n m m M p V I co w O M Z V V m IN M m 0 4 N N D N M M N M V V M M M V V M r r r r• � , n N o m O m D n M m m V M M N N N m In 10 V N m m m m M m O m fh V M m M M N .N N N N N MN M M M V V V V V V M M CO M M fD M N M V' M M C? V D o 0 0 00 0 0 0 0 0 0 0 0 C 0 0 o 0 0 0 0 0 0 0 0 O 0 N o 0 0 0 0 D N m r N M (9 V C C . V � M pMj m CM M m N m N N M . N M N N M Co M r m m �0 >co M m m tV NV .V V V' V V' V Q O M M M Q Q m c Q N Ci LL n 0 M N M C 0M fMV. Cl! Q CM M - - - N - V M V V V 41 CD M D O O D O O O O m m V m m h m N V V N 0 N m m m N c M c M Q Q cp c M v p 0 0 0 0 0 0 0 Cl) V V V V V V V V V V V M M M p o 0 o.o o 0 o 0 0 00 o C. D 0 0 o 0 06 0 O M. 0 � O O 0 m O 0 C C O C C N m en � N T O O D O O O O O N m n V m V N O m m n m 0 n0 N fMD O V 0 m V O O O O O O CD O O M V m m m m m M M V m m V N V N N O1 >0 0 0 0 0 0 0 0 N V V V' V V V V V V C V V I V V' 4 V V V V V Q Q V L r 0 (n 0 0 0 0 0 0 0 0 m V m V m V O m M n m V N V M N M M (mp N v 0 m 4 D O D O 0 D O O N M I V to 7 { m M V V V M M In r r r 0 0 0 0 0 0 0 0 0 O O O D O D 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 D D 0 0 r O O O O D D O O O p D O 0 0 D 0 0 0 p 0 0 0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0 =� c v c o 0 0 0 0 o p o o p p p o p o 0 0 0 o D o o D D LO N jm >O O O O o 0 G o O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 m C 3p O O O D O O p D O 0 0 0 0 0 D 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 o D D o D o D o 0 0 o p o 0 0 o p CD > 0 0 0 0 0 0 0 O 0 D 0 0 0 0 0 0 0 0 0 0 0 0 0 i o o pop o o 0 o 0 0 0 0 0 o D p o 0 o O O o 0 0 06 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G o 0 0 0 O m Q D o 0 o D o o D 0 D o D o o D o 0 0 0 0 0 o D o D D o D o 0 0 0 0 o D 0 p p o 0 0 0 0 0 o D D D 'D >0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 M N N F O D 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O O D 0 D p o p o 0 0 0 o D D D 0 D D p o 0 0 o D D D o 0 0 0 0 O.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 D o CID o o 0 o D o 0 0 0 0 0 0 0 0 0 o 0 o o D O O O O O O O O O O O O O O O O O D O O O D O p O o 0 0 0 0 0 0 C o C o 0 0 0 0 0 0 0 0 0 0 0 0 0 c 0 0 0 0 0 0 0 0 0 0 o D D D o 0 0 0 o D 0 0 0 0 m$ 0 o 0 o 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 o D 0 o D o D D� >o c o 0 0 0 0 0 0 o c o 0 0 0 0 0 o c o 0 0 Om N d O O p p op O D o 0 0 0 D o 0 0 0 0 0 D 0 0 o D o D O O O O D O O O O 0 D O p 0 0 0 0 O 0 0 0 0 0 0 0 0 00 N v mr�i m o D o D o 0 0 0 0 0 0 0 0 0 o D o D 0 0 0 0 0 0 o D o o D o o D o 0 0 0 0 o D o 0 0 0 0 o D D o 0 0 0 0 0 0 0 0 C 0 0 0 O o 0 0 o 0 0 0 0 C C 0 0 c o m m m C N M 0 0 0 0 0 0 0 D O D'o O o 0 0 CD g o 0 0 0 0 CD 0 0 D TV D D 0 0 0 OI O 0 0 0 0 0 0 0 0 �j co +p >0 O o 0 0 0l o 0 O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 U N D A N ry p r m M m N 5)gw m m M m D O p O D O D 0 0 0 0 0 0 p O 0 0 0 0 0 0 0 D 0 b M`y 0 0 0 o o 0 0 0 0 0 0 C 0 0 0 0 0 0 0 0 o D o 0 a Ly=. > c U D t4 > =L) 0 0 0 0 0 D D 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 d O j >i p D 0 0 0 O 0 O 0 D 0 0 0 0 0 0 0 0 0 0 0 D O D = r2(0 � b, C� N d 0 O NH c In � m m 1 m O N M c V1 6 6 6 O - N M O > 7 J li p D O O C 0 0 0 0 0 - .- .- r - - •o c mQ �o > c (D mm yo d D1 m W N M OD ID.N N N N N N N N N N O N N C N N O D D D D D D D C D D O D A O D D c UD v N m 1� 0 g m o m o o to o 9 tO+D >M N N N fV (V M M V Q N M V N M �O � LL O LN a, (WJ IN m CO V Q a c in c, m o m W Q N M M V m M Q M W OI m N N O V N M N c N m N N N N N N N N M M M M M Q Q Q M M Q M M M M M O D D D co D D D O D O O D D D D D D D D D D D D V O D D tD O D D tV D O D m m � � N T m N W Q M LC) W N 01 (D m W N m O �.m M CD Q a m M m mQ Q O m m m + O ` M N O N ^ ^ N N >M M.N N (V N M M V V V V V V V V V V V V V V V l) V N M V M V V fV M 7O N �o (n ^ V V Q m - V V M O O m W M N LA A O1 W M m O M O N ^` Ln Q O ' 7 N N M M M V V ' m V ' 10 1 V M ' ' N W ' V E N V LO ' Q m^ ' ^ > r M N O D M m O N m M V m r N N fP m m N m n O M O m m m W m W N D M M M N N ((> Q N N M V N M m O N M 00 D D D D D D D D D D D D D D D D D D D D D D G Nm 0 0 O D D O m C D D C m N r T (D M V W M N ^ m m m O O ^ O m V A Q m m N C� m N (D c IQ ERN (ND m 9 V V O m W (Dn m N N M NMM M M N OI m 1+ L) OR CO M N N N N M M V V V V V Q V V V V V V M M M M V N M V M v Q N M C O m �m — C �o F N W N M W m W N M LD N m ^ M N OI lr N Q N N lT tv W O M V Q tt1 to N M .- M V m m t0 W f0 LL') M M 0') Q M un Q W Q ^ CD > rr G D D D G O D C D G D O D C C D D D D C D C D D C D D Di O D C D G C O ^ ^ N >�V m O M O W m 0 Cl h D'W m ' m LA m ti m m CO W m V N IWO Q V I N C (WD, m (p N T n W W O ^ N N N Q M M M Q N >M M N N N (V M V V m V V V V V V V V v V V V V M F (V M V M V V N M yo d co N h N m m m .- V N Q n V Lfj m W M M V Q m m M m V- m 0 m O W m O V Q V ' W U1 LO �, ' ' V Q (D M m CO fD ' M V N ^ N � ^ V m ^ V (D ^ F N^ Q D O O M O m m W N 1- ti N N ^ O W m 0 QI m W O O N N N N N N N N N M N M M V V M Q M M M V V M M M N V N N N to N M Y'1 m N M O D D C G D D O C G C O O D G C O C C D O D O D D F O D G D D D D D D C CD to N 01 m M m M O m cn 1+ 0 m W M M V W M ^ M M V M m n W W W O n. ^ m ^ O T ^ O O Q m M O W N m f'1 m m N m h p O+ >M N N N N (V M M Q M V V V Q Q M V V V Q V Q Q M V N M Q M V V [V M CD m O+ — O G> W D O n V N W O W OI m N W m M M Q W m W W N M m N m ^ N M M Q m m to Q N ^ N N M m h Ln fD V m O Q N M N M m ^ M m N V m ^ Q O m N > N D C D M M V N M M N V m m m m m O N m h m V m to N N N N N N N N N N N M M M V V M M M M N �M M N N Q M c N M D G O C D D D D C D D O D O D D G D D D D D D D D — D D C (V C O G M D D C C C m m N (ND r N V N M TQ D M m W h W m Q LD m - LO M O m 0 m m O m co LO W O O( (D m Cl W M C V m m Ln m O M V Q M M N N O m 0 rn V •mp C >M M N N N N N M co M Q V V Q Q Q' O V V M V V M M F N M V l•J, V V N Co C a) =D y y N �p m m C2 y �" LD c L G O N m m m O 0 m M W m n Q W n A V N ^ W n M O m m O Q W W O m N M V Q m m LD Q M N O M N N V V M M Q V M N ^ N O (0 m M m O M W N M "1 m ^ .- .- ^ ^ .- ^ ^ - ^ ^ N ^ CD ^ ^ .- O N m L ^ •0 0 D D D o p o D D 0 0 o D 0 D D 0 D D D D D o 0 6) o > 3 0 0 N M 0 0 0 0 0 0 0 0 N 0 0 0 0 0 D o 0 0 0 o C m x Q C m x m 1O K'_c d m k _c > N p>j^O O N M c Ln 6 Q m O ^ - - V - 6 -� m 01`O ^ N M O c ` R = > c ` l0 > ` lD O m > 7 J It 0 0 0 0 D D 0 0 0 0 ^ .- ^ ^ ^ � ^iN N N N Cn Q S S G IL 5 S f � S S f � � Q � � N c N N N N h n fU U3 O C m m m fD M ID O m m (D m M N O O O N O O O O O O O � m > m M N N M O >Q y m m fD c N Q m m A O — c N M c m Q Q N M LL n O N h OMi N �O N Q ImO m M N Q m Q m Q m Q {O Q m Q Lt) o .o o m O o o m o 0 0 (o m m N N toc Nm j N �O > UO m M m N Q 0 m o L LL O c N N m C �o LO o �Q m .o o — m N 7 I� f-O O O ' ti Q d C O O �o m > N c clJ m O O o m N Oi o " c o m m r n m to CD M C TQ p>j O N lno m m m a � o `m d a� y N U LL U r T �U o j 0 Q u>> vo — I �o mm p>o a> C O N N O N N m o 0 0 C o c o m (D CD m >•F N O f D O O N O [0(D Q N M Q N M O LL m0 > 'N m m N M t o o O c m m m c m N fM`> Qm 0 0 0 mm O O C (V 0 0 0 m m D M ? en c .c m V N Q N M O M Q Q fV t7 �O =O > m N Q lt) N Q m N Q O O M O m m m m m m O M LO m o 0 o m o 0 o Di o 0 0 r N O m N m F N m N ID m m C_O Q N M Q [7 C Q N l7 O > (D Q lND C [yp Q rr�^ vJ C O N N m Q N Q 1� Q N Q m 1^ m � N tu Q d m fmP Q tm+' f^D N v ImD m m O Hmp p> N o v o (D m o O m O m 'm o m m m O O ry C N Q N N ry h N M y m N M p m m m m ry Q N N m m m m M Q m m C N — Q fV m Q t0 Q c N M p to �o N m M N M to N m > m N Q m C O C O E O O O CN O O O M O O O m O ^ m M N N to m 1- Q fV M > m CD m tu D N ICJ Q [n C F N f�l O _ m m O F lD m p F a> > m m <o m o m ID m M N N U =U l D N > Y C N N > O S APPENDIX I i' 8/1220D4 2:51.23 PM Flow Page 1 Bozeman WWTP 7I3020134 TO 8/620D4 Ate Inf Flow 001 Flow 002 Flow MGD MGD MGD 7130/20O4 5.179 4.739 0.000 7131I2004 5.091 4.849 0.000 8/12004 4.929 4.751 0.000 8212OD4 5.478 5.19E 0.000 8132O04 5.641 5.349 0.00D 8142O04 &510 5.168 0.000 8/52004 5.404 5.058 0.00D 8/620D4 5.566 5.202 0.000 Average 5.350 5.039 0.000 Total 42.798 40.314 D.D00 Minimum 4.929 4.739 0.000 Maximum 5.641 5.349 0.000 Greg Stratton - Fwd: High INF flow for'04 Page 1 i From: James Nickelson To: Greg Stratton Date: 8/23/2004 8:20:46 AM Subject:, Fwd: High INF flowfor'04 >>> "Herb Bartle" <HBartle@BDZEMAN.NET> 8/17/2004 8:03:52 AM >>> James, this is the highest flow into the plant for 2004 with the flows for two days before and two after as per your request. 6/8 5.380 MGD 6/9 5.206 MGD *6/10 8.007 MGD 6/11 7.554 MGD 6/12 6.694 MGD Herb Bartle Chief Lab Tech. Bozeman WWTP