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City of Bakersfield - Northeast Sewer Study Meyer Civil Engineering, Inc. Page C-1 APPENDIX C TECHNICAL APPENDIX City of Bakersfield - Northeast Sewer Study Meyer Civil Engineering, Inc. INDEX – TECHNICAL APPENDIX Approach, Assumptions and Results Summary Page 3 Land Use Sewer Loadings Page 5 AD93-1 District Loads Page 6 AD93-1 SewerCAD System Schematic Page 9 AD93-1 SewerCad Pipe Flows Report Page 15 AD93-1 SewerCAD Manhole Report Page 18 AD93-1 SewerCAD Force Main Report Page 20 AD93-1 SewerCAD Pump Report Page 21 AD93-1Revised (Alternate 3) District Loads Page 22 AD93-1 Revised (Alternate 3) SewerCAD System Schematic Page 25 AD93-1 SewerCad (Alternate 3) Pipe Flows Report Page 31 AD93-1 SewerCAD (Alternate 3) Manhole Report Page 34 AD93-1 SewerCAD (Alternate 3) Force Main Report Page 36 AD93-1 SewerCAD (Alternate 3) Pump Report Page 37 ALTERNATE 1 Loads Page 39 ALTERNATE 1 SewerCAD System Schematic Page 42 ALTERNATE 1 SewerCad Pipe Flows Report Page 48 ALTERNATE 1 SewerCAD Manhole Report Page 50 ALTERNATE1 SewerCAD Force Main Report Page 52 ALTERNATE1 SewerCAD Pump Report Page 53 ALTERNATE 1 Profile Concept Page 54 ALTERNATE 2 Loads Page 56 ALTERNATE 2 SewerCAD System Schematic Page 59 ALTERNATE 2 SewerCad Pipe Flows Report Page 65 ALTERNATE 2 SewerCAD Manhole Report Page 67 ALTERNATE2 SewerCAD Force Main Report Page 69 ALTERNATE2 SewerCAD Pump Report Page 70 ALTERNATE 2 Profile Concept Page 71 Pipe Calculation – KSA Flows Excluded Page 73 Page 2 City of Bakersfield - Northeast Sewer Study Meyer Civil Engineering, Inc. APPROACH: Sewer service area calculations were performed following the City of Bakersfield Subdivision Design Standards. More particularly these rates are as follows: Single Family Dwelling: 2.6 persons at 100 gallons per person per day ave. Multiple Family Dwelling: 2.0 persons at 100 gallons per person per day ave. Peaking Factor: Pf=2.65x(Average Discharge)-0.1 for flows in CFS Commercial Uses: 0.00556 CFS per gross acre average Peaking Factor: Pf=1.8 Industrial Uses: 0.00750 CFS per gross acre average Peaking Factor: Pf=2.0 The above rates were applied to planned land uses as defined in the 2010 General Plan. Densities were based on practical build-out densities typical for the area. Due to relatively hilly terrain yield is lost from space taken up by side slopes between lot pads. Typical gross densities were taken from filed maps in the area. These densities are represented in the above table “Land Use Sewer Loadings”. The project area contains considerable acreage under reserved land uses. Reserved land uses were considered as developed as single family dwellings. In addition to the estimated flows based on the General Plan flows from the Kern Sanitation Authority (KSA) are added at the location of Oswell Street and Redbank Road. This is considered in anticipation of taking KSA’s waste water treatment plant offline and accepting their flows into the City’s WWTP#2. This flow as provided by KSA is estimated to be five million gallons per day or 7.7 CFS average. ALTERNATE 1: Run pipeline along Redbank Road. Sub mains will need to service main from south for ½ mile. Set grade of sewer for proper cover on main ½ mile south. ALTERNATE 2: Run pipeline along East Wilson Road. Sub mains will need to service main from south for ½ mile. Set grade of sewer for proper cover on main ½ mile south. RESULTS: AD93-1 CONSIDERATIONS: Generally the AD93-1 facilities performed adequately with a few exceptions. The following facilities are identified as inadequate: Page 3 City of Bakersfield - Northeast Sewer Study Meyer Civil Engineering, Inc. Location & Description Name(s) Size Design Flow Capacity Deficit Gravity Sewer in Hwy 178 west of Masterson St. P-48, P-49 & P-50 18” 10.75cfs 8.61cfs 2.13cfs Gravity Sewer south of Hwy 178 between Vineland and Masterson P-50 18” 9.65cfs 5.56cfs 4.09cfs The AD93-1 facilities do not have the capacity to accept additional flows from the future developed areas. Services area flows were adjusted to other locations in the new facilities to resolve capacity issues in the AD93-1 system. One needed revision to the system is to route flows from the lift station at Alfred Harrell Hwy and Highway 178 via a new force main to the future facilities south of Highway 178. This is due to the fact that flows need to be offset for downstream capacity for the AD93-1 facilities to accept expanded areas from west of the district. An 18” parallel line will be needed to augment capacity of the sewer located in Vineland Road. Please refer to the Master Plan. This line will begin at the northwest corner of Section 18 and proceed east to Vineland in Paladino. The line will then continue south to Hwy 178 and cross with a bore, then south to Kern Canyon Road and back northeast to connect to the AD 93-1 sewer. Total discharge to the WWTP#2 is estimated to be 75.73 CFS peak or 48.98 MGD. This can be equated to a population of 268,300 persons. The design flow for the system without the KSA contribution is 62.91 CFS or 40.69 MGD. This can be equated to a population of 218,300 persons. Page 4 De s i g n a t i o n L a n d u s e D e s c r i p t i o n Dw e l l i n g U n i t s (D U ) p e r A C R E G P D p e r D U Av e r a g e L o a d , MG D p e r A C Av e r a g e L o a d , CF S p e r A C Eq u i v a l e n t SF D U ' s Eq u i v a l e n t Po p u l a t i o n LR S i n g l e F a m i l y ( L R ) 4 . 0 2 6 0 0 . 0 0 1 0 4 0 0 . 0 0 1 6 0 8 4 . 0 0 10 . 4 0 SR S i n g l e F a m i l y ( S R ) 3 . 0 2 6 0 0 . 0 0 0 7 8 0 0 . 0 0 1 2 0 6 3 . 0 0 7. 8 0 ER S i n g l e F a m i l y ( E R ) 1 . 0 2 6 0 0 . 0 0 0 2 6 0 0 . 0 0 0 4 0 2 1 . 0 0 2. 6 0 RR S i n g l e F a m i l y ( R R ) 0 . 5 2 6 0 0 . 0 0 0 1 3 0 0 . 0 0 0 2 0 1 0 . 5 0 1. 3 0 LM R M u l t i F a m i l y ( L M R ) 6 . 0 2 0 0 0 . 0 0 1 2 0 0 0 . 0 0 1 8 5 5 4 . 6 2 12 . 0 0 HM R M u l t i F a m i l y ( H M R ) 1 0 2 0 0 0 . 0 0 2 0 0 0 0 . 0 0 3 0 9 2 7 . 6 9 20 . 0 0 HR M u l t i F a m i l y ( H R ) 1 5 . 0 2 0 0 0 . 0 0 3 0 0 0 0 . 0 0 4 6 3 8 1 1 . 5 4 30 . 0 0 GC C o m m e r c i a l ( A r e a ) 0 . 0 0 3 5 9 3 0 . 0 0 5 5 5 6 1 3 . 8 2 35 . 9 3 OC C o m m e r c i a l ( A r e a ) 0 . 0 0 3 5 9 3 0 . 0 0 5 5 5 6 1 3 . 8 2 35 . 9 3 MU C C o m m e r c i a l ( A r e a ) 0 . 0 0 3 5 9 3 0 . 0 0 5 5 5 6 1 3 . 8 2 35 . 9 3 R- M P R - M P ( L R E q u i v ) 4 . 0 2 6 0 0 . 0 0 1 0 4 0 0 . 0 0 1 6 0 8 4 . 0 0 10 . 4 0 R- E A R - E A ( L R E q u i v ) 4 . 0 2 6 0 0 . 0 0 1 0 4 0 0 . 0 0 1 6 0 8 4 . 0 0 10 . 4 0 R- I A R - I A ( L R E q u i v ) 4 . 0 2 6 0 0 . 0 0 1 0 4 0 0 . 0 0 1 6 0 8 4 . 0 0 10 . 4 0 La n d U s e S e w e r L o a d i n g s Me y e r Ci v i l E n g i n e e r i n g , I n c . 1 1 0 S . M o n t c l a i r S t # 1 0 4 , B a k e r s f i e l d , C A 9 3 3 0 9 Pa g e 1 o f 1 Lo a d s Page 5 NORTHEAST SEWER STUDY AD93-1 SERVICE AREAS Service Area NameRouted to ManholeLand UseArea, AC 18MH-100GC19.68 19MH-100ER3.17 20MH-100ER8.69 21MH-100OC12.42 22MH-100GC7.55 45MH-104LR71.8 46MH-104LMR65.34 137MH-11SR59.58 44MH-112LR94.67 24MH-118LMR29.01 28MH-118LR23.45 29MH-118LR19.12 30MH-118LR43.82 31MH-118LR28.09 32MH-118LR29.06 33MH-118LR23.05 34MH-118LR2.86 35MH-118LR6.46 36MH-118LR31.49 37MH-118LMR17.06 38MH-118LMR8.12 39MH-118LR17.08 40MH-118LR38.32 25MH-121LMR16.66 14MH-129LR295.67 15MH-129LR7.21 16MH-129LR10.22 17MH-129LR208.8 21MH-129LR2.2 1MH-141LR33.74 3MH-141LR33.68 6MH-141LR56.48 7MH-141LR47.26 9MH-141GC27.41 10MH-141GC51.79 11MH-141SR198.37 12MH-141LR3.81 13MH-141LR50.46 41MH-141SR103.66 42MH-141SR98.18 43MH-141LR21.58 200MH-141LR24.49 136MH-15SR59.38 47MH-151LR76.19 50MH-151LR31.72 58MH-151GC2.09 59MH-151GC11.82 60MH-151LR119.17 46MH-155LR33.47 55MH-156LR14.26 56MH-156LR58.68 57MH-156LR74.4 54MH-158LR169.72 Meyer Civil Engineering, Inc. 110 S. Montclair St #104, Bakersfield, CA 93309 Page 1 of 3AD93-1SA Page 6 NORTHEAST SEWER STUDY AD93-1 SERVICE AREAS Service Area NameRouted to ManholeLand UseArea, AC 23MH-164LR82.83 62MH-165MUC19.55 63MH-165GC6.56 64MH-165GC14.23 65MH-165MUC33.31 66MH-165LR12.64 67MH-165PS12.07 134MH-21ER45.46 135MH-21SR90.09 130MH-28SR6.11 131MH-28ER38.67 132MH-28ER21.1 126MH-32SR19.28 127MH-32ER35.97 133MH-32SR178.76 123MH-36SR45.61 124MH-36ER21.72 125MH-36ER42.21 128MH-36ER45.09 129MH-36ER2.22 116MH-39LMR1.85 117MH-39R-EA3.34 118MH-39GC14.1 119MH-39R-EA21.09 120MH-39LMR21.74 121MH-39HMR48.58 122MH-39R-MP10.66 112MH-43LR50.72 113MH-43LR17.29 114MH-43LR8.54 115MH-43LR12.2 111MH-45LR48.28 53MH-53LMR76.5 52MH-54LR30.06 61MH-54GC53.36 51MH-58LR21.57 109MH-63LR31.48 110MH-63LR128.19 138MH-63LR173.95 108MH-67HMR7.63 106MH-69LR116.12 107MH-69HMR35.5 99MH-73LR140.44 100MH-74LR26.56 101MH-74HR17.24 102MH-74GC21.97 103MH-74GC3.95 104MH-74HMR11.11 105MH-74HMR0.98 97MH-76LR50.98 98MH-76LR138.64 80MH-79LR117.44 81MH-79LR152.54 Meyer Civil Engineering, Inc. 110 S. Montclair St #104, Bakersfield, CA 93309 Page 2 of 3AD93-1SA Page 7 NORTHEAST SEWER STUDY AD93-1 SERVICE AREAS Service Area NameRouted to ManholeLand UseArea, AC 68MH-82LR219.26 69MH-82LR36.53 70MH-82LR8.15 71MH-82LR45.27 72MH-82LR5.25 73MH-85GC5.97 74MH-85GC19.95 75MH-85GC11.82 76MH-85LR15.77 77MH-85LR8.37 78MH-85LR18.24 79MH-85R-MP37.08 96MH-86R-MP39.31 93MH-90LMR79.93 94MH-90R-MP10.12 95MH-90R-MP249.85 92MH-97GC18.77 82MH-98LR26.58 83MH-98LR5.87 84MH-98LR22.77 85MH-98LR10.7 86MH-98LR29.17 87MH-98PS12.22 88MH-98HR4.54 89MH-98GC2.55 90MH-98HR3.64 91MH-98GC17.96 Meyer Civil Engineering, Inc. 110 S. Montclair St #104, Bakersfield, CA 93309 Page 3 of 3AD93-1SA Page 8 Pa g e 9 Pa g e 1 0 Pa g e 1 1 Pa g e 1 2 Pa g e 1 3 Pa g e 1 4 Sc e n a r i o : A D 9 3 - 1 D I S T L O A D S Gr a v i t y P i p e R e p o r t Ti t l e : C i t y o f B a k e r s f i e l d N E S e w e r S t u d y p: \ c o b \ c o b - 0 4 - 0 1 0 \ c a l c s \ s e w e r c a d \ a d 9 3 - 1 \ a d 9 3 - 1 . s w r 06 / 0 3 / 0 5 0 7 : 5 2 : 0 6 A M Me y e r C i v i l E n g i n e e r i n g , I n c . © H a e s t a d M e t h o d s , I n c . 3 7 B r o o k s i d e R o a d W a t e r b u r y , C T 0 6 7 0 8 U S A + 1 - 2 0 3 - 7 5 5 - 1 6 6 6 Project Engineer: Richard Meyer SewerCAD v5.5 [5.5008]Page 1 of 3 La b e l U p s t r e a m No d e Up s t r e a m In v e r t El e v a t i o n (f t ) Do w n s t r e a m No d e Do w n s t r e a m In v e r t El e v a t i o n (f t ) Co n s t r u c t e d Sl o p e (f t / f t ) Le n g t h (f t ) Se c t i o n Si z e Ma n n i n g s n Sy s t e m Po p u l a t i o n (c a p i t a ) To t a l F l o w (c f s ) De s i g n Ca p a c i t y (c f s ) Excess DesignCapacity(cfs)Hydraulic GradeLine In(ft)Hydraulic GradeLine Out(ft) P- 2 3 M H - 1 6 4 8 3 7 . 6 0 M H - 1 6 3 8 3 3 . 3 3 0 . 0 1 5 5 8 4 2 7 4 . 0 0 1 2 i n c h 0 . 0 1 1 3 , 2 8 3 1 . 4 4 5 . 2 6 3 . 8 2 8 3 8 . 1 1 8 3 3 . 6 9 P- 2 4 M H - 1 6 3 8 3 3 . 3 3 M H - 1 2 3 8 2 6 . 0 3 0 . 0 2 5 0 8 6 2 9 1 . 0 0 1 2 i n c h 0 . 0 1 1 3 , 2 8 3 1 . 4 4 6 . 6 7 5 . 2 3 8 3 3 . 8 4 8 2 6 . 3 5 P- 2 5 M H - 1 2 3 8 2 6 . 0 3 M H - 1 2 2 8 2 2 . 4 0 0 . 0 1 3 2 0 0 2 7 5 . 0 0 1 2 i n c h 0 . 0 1 1 3 , 2 8 3 1 . 4 4 4 . 8 4 3 . 4 0 8 2 6 . 5 4 8 2 2 . 7 7 P- 2 6 M H - 1 2 2 8 2 2 . 4 0 M H - 1 2 1 8 1 4 . 8 8 0 . 0 2 2 8 5 7 3 2 9 . 0 0 1 2 i n c h 0 . 0 1 1 3 , 2 8 3 1 . 4 4 6 . 3 7 4 . 9 3 8 2 2 . 9 1 8 1 5 . 5 0 P- 2 2 M H - 1 2 1 8 1 4 . 8 8 M H - 1 1 9 8 1 2 . 7 1 0 . 0 0 3 1 3 1 6 9 3 . 0 0 1 2 i n c h 0 . 0 1 1 3 , 8 3 1 1 . 6 5 2 . 3 6 0 . 7 0 8 1 5 . 5 0 8 1 3 . 3 0 P- 2 1 M H - 1 1 8 8 1 3 . 7 6 M H - 1 1 9 8 1 2 . 7 1 0 . 0 0 2 6 3 8 3 9 8 . 0 0 1 2 i n c h 0 . 0 1 1 2 , 5 3 3 1 . 1 4 2 . 1 6 1 . 0 2 8 1 4 . 2 8 8 1 3 . 3 0 P- 2 7 M H - 1 1 9 8 1 2 . 6 1 M H - 1 1 7 8 1 2 . 0 3 0 . 0 2 3 2 0 0 2 5 . 0 0 1 2 i n c h 0 . 0 1 1 6 , 3 6 4 2 . 6 1 6 . 4 1 3 . 8 0 8 1 3 . 3 0 8 1 2 . 5 1 P- 2 8 M H - 1 1 7 8 1 2 . 0 3 M H - 1 1 6 8 0 6 . 8 6 0 . 0 1 5 1 6 1 3 4 1 . 0 0 1 2 i n c h 0 . 0 1 1 6 , 3 6 4 2 . 6 1 5 . 1 8 2 . 5 7 8 1 2 . 7 2 8 0 7 . 3 6 P- 2 9 M H - 1 1 6 8 0 6 . 8 6 M H - 1 1 5 8 0 0 . 0 6 0 . 0 1 0 5 4 3 6 4 5 . 0 0 1 2 i n c h 0 . 0 1 1 6 , 3 6 4 2 . 6 1 4 . 3 2 1 . 7 1 8 0 7 . 5 5 8 0 0 . 6 2 P- 3 0 M H - 1 1 5 8 0 0 . 0 6 M H - 1 1 4 7 9 6 . 3 0 0 . 0 0 9 4 0 0 4 0 0 . 0 0 1 2 i n c h 0 . 0 1 1 6 , 3 6 4 2 . 6 1 4 . 0 8 1 . 4 7 8 0 0 . 7 5 7 9 6 . 8 8 P- 3 1 M H - 1 1 4 7 9 6 . 3 0 M H - 1 1 3 7 9 0 . 9 8 0 . 0 1 4 8 1 9 3 5 9 . 0 0 1 2 i n c h 0 . 0 1 1 6 , 3 6 4 2 . 6 1 5 . 1 3 2 . 5 1 7 9 6 . 9 9 7 9 1 . 4 9 P- 3 2 M H - 1 1 3 7 9 0 . 9 8 M H - 1 1 2 7 8 8 . 7 3 0 . 0 1 3 4 7 3 1 6 7 . 0 0 1 2 i n c h 0 . 0 1 1 6 , 3 6 4 2 . 6 1 4 . 8 9 2 . 2 8 7 9 1 . 6 7 7 8 9 . 4 7 P- 3 3 M H - 1 1 2 7 8 8 . 7 3 M H - 1 1 1 7 8 4 . 8 3 0 . 0 2 1 3 1 1 1 8 3 . 0 0 1 2 i n c h 0 . 0 1 1 7 , 3 4 9 2 . 9 7 6 . 1 5 3 . 1 7 7 8 9 . 4 7 7 8 5 . 3 2 P- 3 4 M H - 1 1 1 7 8 4 . 8 3 M H - 1 1 0 7 8 0 . 8 3 0 . 0 1 7 8 5 7 2 2 4 . 0 0 1 2 i n c h 0 . 0 1 1 7 , 3 4 9 2 . 9 7 5 . 6 3 2 . 6 5 7 8 5 . 5 7 7 8 1 . 3 5 P- 3 5 M H - 1 1 0 7 8 0 . 8 3 M H - 1 0 9 7 7 6 . 3 1 0 . 0 1 8 8 3 3 2 4 0 . 0 0 1 2 i n c h 0 . 0 1 1 7 , 3 4 9 2 . 9 7 5 . 7 8 2 . 8 1 7 8 1 . 5 7 7 7 6 . 8 2 P- 3 6 M H - 1 0 9 7 7 6 . 3 1 M H - 1 0 8 7 7 4 . 8 1 0 . 0 0 7 8 5 3 1 9 1 . 0 0 1 2 i n c h 0 . 0 1 1 7 , 3 4 9 2 . 9 7 3 . 7 3 0 . 7 6 7 7 7 . 0 5 7 7 5 . 4 8 P- 3 7 M H - 1 0 8 7 7 4 . 8 1 M H - 1 0 7 7 7 2 . 4 7 0 . 0 1 0 4 0 0 2 2 5 . 0 0 1 2 i n c h 0 . 0 1 1 7 , 3 4 9 2 . 9 7 4 . 2 9 1 . 3 2 7 7 5 . 5 5 7 7 3 . 0 8 P- 3 8 M H - 1 0 7 7 7 2 . 4 7 M H - 1 0 6 7 6 9 . 9 1 0 . 0 1 1 7 4 3 2 1 8 . 0 0 1 2 i n c h 0 . 0 1 1 7 , 3 4 9 2 . 9 7 4 . 5 6 1 . 5 9 7 7 3 . 2 1 7 7 0 . 5 0 P- 3 9 M H - 1 0 6 7 6 9 . 9 1 M H - 1 0 5 7 6 7 . 9 1 0 . 0 1 2 9 8 7 1 5 4 . 0 0 1 2 i n c h 0 . 0 1 1 7 , 3 4 9 2 . 9 7 4 . 8 0 1 . 8 3 7 7 0 . 6 5 7 6 8 . 4 8 P- 2 0 M H - 1 2 9 7 7 6 . 7 1 M H - 1 2 8 7 6 8 . 3 8 0 . 0 2 2 5 1 4 3 7 0 . 0 0 1 2 i n c h 0 . 0 1 1 8 , 9 1 6 4 . 2 3 6 . 3 2 2 . 0 8 7 7 7 . 5 8 7 6 8 . 9 8 P- 4 1 M H - 1 0 5 7 6 7 . 9 1 M H - 1 0 4 7 6 6 . 3 6 0 . 0 0 9 5 0 9 1 6 3 . 0 0 1 2 i n c h 0 . 0 1 1 7 , 3 4 9 2 . 9 7 4 . 1 1 1 . 1 3 7 6 8 . 6 5 7 6 6 . 9 9 P- 4 0 M H - 1 2 8 7 6 8 . 3 8 M H - 1 2 7 7 6 0 . 8 2 0 . 0 2 1 2 9 6 3 5 5 . 0 0 1 2 i n c h 0 . 0 1 1 8 , 9 1 6 4 . 2 3 6 . 1 4 1 . 9 1 7 6 9 . 2 5 7 6 1 . 4 3 P- 1 8 M H - 1 0 4 7 6 6 . 1 6 M H - 1 0 0 7 6 1 . 3 5 0 . 0 0 2 8 0 5 1 , 7 1 5 . 0 0 1 5 i n c h 0 . 0 1 1 8 , 8 7 9 3 . 5 2 4 . 0 4 0 . 5 2 7 6 7 . 0 6 7 6 2 . 2 9 P- 1 4 M H - 1 2 7 7 6 0 . 8 2 M H - 1 2 6 7 5 8 . 6 6 0 . 0 0 5 6 6 9 3 8 1 . 0 0 1 5 i n c h 0 . 0 1 1 8 , 9 1 6 4 . 2 3 5 . 7 5 1 . 5 1 7 6 1 . 6 5 7 5 9 . 6 2 P- 1 5 M H - 1 0 0 7 6 1 . 2 5 M H - 1 2 6 7 5 8 . 6 3 0 . 0 0 2 5 0 2 1 , 0 4 7 . 0 0 1 5 i n c h 0 . 0 1 1 8 , 8 8 4 3 . 8 7 3 . 8 2 - 0 . 0 5 7 6 2 . 2 9 7 5 9 . 6 2 P- 4 4 M H - 1 2 6 7 5 8 . 5 5 W W - 3 7 5 7 . 1 3 0 . 0 1 6 3 2 2 8 7 . 0 0 1 8 i n c h 0 . 0 1 1 1 7 , 7 9 9 7 . 6 4 1 5 . 8 6 8 . 2 2 7 5 9 . 6 2 7 5 7 . 8 8 P- 4 5 M H - 1 5 9 6 7 4 . 8 5 W W - 2 6 7 4 . 2 1 0 . 0 0 7 5 2 9 8 5 . 0 0 1 2 i n c h 0 . 0 1 1 3 , 4 6 5 2 . 2 2 3 . 6 5 1 . 4 4 6 7 5 . 4 9 6 7 4 . 7 7 P- 4 6 M H - 6 2 7 8 4 . 8 8 M H - 6 1 7 8 2 . 5 2 0 . 0 0 4 9 8 9 4 7 3 . 0 0 1 8 i n c h 0 . 0 1 1 1 7 , 7 9 9 7 . 6 4 8 . 7 7 1 . 1 3 7 8 5 . 9 6 7 8 3 . 5 9 P- 4 7 M H - 6 1 7 8 2 . 5 2 M H - 6 0 7 7 4 . 5 2 0 . 0 2 0 0 0 0 4 0 0 . 0 0 1 8 i n c h 0 . 0 1 1 1 7 , 7 9 9 7 . 6 4 1 7 . 5 6 9 . 9 1 7 8 3 . 5 9 7 7 5 . 2 1 P- 9 M H - 6 0 7 7 2 . 5 2 M H - 5 9 7 6 4 . 5 2 0 . 0 2 0 0 0 0 4 0 0 . 0 0 1 8 i n c h 0 . 0 1 1 1 7 , 7 9 9 7 . 6 4 1 7 . 5 6 9 . 9 1 7 7 3 . 5 9 7 6 5 . 2 1 P- 6 5 M H - 1 5 8 7 4 2 . 6 8 M H - 1 5 6 7 4 0 . 7 0 0 . 0 0 1 5 0 1 1 , 3 1 9 . 0 0 1 5 i n c h 0 . 0 1 1 1 , 7 6 5 0 . 8 2 2 . 9 6 2 . 1 3 7 4 3 . 1 3 7 4 1 . 3 2 P- 1 6 M H - 8 6 7 5 3 . 0 0 M H - 8 5 7 3 6 . 5 4 0 . 0 2 3 4 4 7 7 0 2 . 0 0 1 5 i n c h 0 . 0 1 1 7 9 4 0 . 4 0 1 1 . 6 9 1 1 . 2 9 7 5 3 . 2 5 7 3 6 . 7 0 P- 1 0 M H - 5 9 7 6 3 . 4 5 M H - 5 8 7 5 4 . 3 7 0 . 0 2 2 7 0 0 4 0 0 . 0 0 1 8 i n c h 0 . 0 1 1 1 7 , 7 9 9 7 . 6 4 1 8 . 7 0 1 1 . 0 6 7 6 4 . 5 2 7 5 5 . 4 5 P- 6 6 M H - 1 5 6 7 4 0 . 7 0 M H - 1 5 5 7 3 9 . 7 1 0 . 0 0 1 4 9 8 6 6 1 . 0 0 1 5 i n c h 0 . 0 1 1 3 , 2 9 7 1 . 4 5 2 . 9 5 1 . 5 1 7 4 1 . 3 2 7 4 0 . 3 6 P- 5 6 M H - 8 5 7 2 9 . 0 0 M H - 8 4 7 1 5 . 0 6 0 . 0 2 2 7 0 4 6 1 4 . 0 0 1 5 i n c h 0 . 0 1 1 1 , 0 7 1 1 . 0 1 1 1 . 5 0 1 0 . 4 9 7 2 9 . 3 9 7 1 5 . 5 6 P- 5 5 M H - 9 8 7 6 7 . 4 4 M H - 9 7 7 5 1 . 8 4 0 . 0 2 3 1 1 1 6 7 5 . 0 0 1 2 i n c h 0 . 0 1 1 1 , 6 8 3 0 . 7 9 6 . 4 0 5 . 6 1 7 6 7 . 8 1 7 5 2 . 2 5 P- 1 1 M H - 5 8 7 5 4 . 3 7 M H - 5 7 7 4 6 . 3 7 0 . 0 2 0 0 0 0 4 0 0 . 0 0 1 8 i n c h 0 . 0 1 1 1 8 , 0 2 4 7 . 7 2 1 7 . 5 6 9 . 8 4 7 5 5 . 4 5 7 4 7 . 0 7 Pa g e 1 5 Sc e n a r i o : A D 9 3 - 1 D I S T L O A D S Gr a v i t y P i p e R e p o r t Ti t l e : C i t y o f B a k e r s f i e l d N E S e w e r S t u d y p: \ c o b \ c o b - 0 4 - 0 1 0 \ c a l c s \ s e w e r c a d \ a d 9 3 - 1 \ a d 9 3 - 1 . s w r 06 / 0 3 / 0 5 0 7 : 5 2 : 0 6 A M Me y e r C i v i l E n g i n e e r i n g , I n c . © H a e s t a d M e t h o d s , I n c . 3 7 B r o o k s i d e R o a d W a t e r b u r y , C T 0 6 7 0 8 U S A + 1 - 2 0 3 - 7 5 5 - 1 6 6 6 Project Engineer: Richard Meyer SewerCAD v5.5 [5.5008]Page 2 of 3 La b e l U p s t r e a m No d e Up s t r e a m In v e r t El e v a t i o n (f t ) Do w n s t r e a m No d e Do w n s t r e a m In v e r t El e v a t i o n (f t ) Co n s t r u c t e d Sl o p e (f t / f t ) Le n g t h (f t ) Se c t i o n Si z e Ma n n i n g s n Sy s t e m Po p u l a t i o n (c a p i t a ) To t a l F l o w (c f s ) De s i g n Ca p a c i t y (c f s ) Excess DesignCapacity(cfs)Hydraulic GradeLine In(ft)Hydraulic GradeLine Out(ft) P- 1 7 M H - 1 5 5 7 3 9 . 7 1 M H - 1 5 1 7 3 6 . 3 1 0 . 0 0 1 5 0 0 2 , 2 6 7 . 0 0 1 5 i n c h 0 . 0 1 1 3 , 6 4 6 1 . 5 8 2 . 9 6 1 . 3 7 7 4 0 . 3 6 7 3 7 . 2 5 P- 5 7 M H - 8 4 7 1 5 . 0 6 M H - 8 2 7 1 3 . 0 8 0 . 0 0 1 5 0 3 1 , 3 1 7 . 0 0 1 5 i n c h 0 . 0 1 1 1 , 0 7 1 1 . 0 1 2 . 9 6 1 . 9 5 7 1 5 . 5 6 7 1 3 . 5 6 P- 6 9 M H - 9 7 7 5 1 . 8 4 M H - 9 0 7 3 2 . 8 6 0 . 0 0 9 0 6 0 2 , 0 9 5 . 0 0 1 2 i n c h 0 . 0 1 1 1 , 6 8 3 0 . 9 7 4 . 0 1 3 . 0 4 7 5 2 . 2 5 7 3 3 . 5 3 P- 1 2 M H - 5 7 7 4 5 . 3 0 M H - 5 6 7 3 6 . 2 3 0 . 0 2 2 6 7 5 4 0 0 . 0 0 1 8 i n c h 0 . 0 1 1 1 8 , 0 2 4 7 . 7 2 1 8 . 6 9 1 0 . 9 8 7 4 6 . 3 8 7 3 7 . 3 2 P- 5 9 M H - 1 5 1 7 3 6 . 3 1 M H - 1 4 9 7 3 4 . 7 6 0 . 0 0 1 4 7 1 1 , 0 5 4 . 0 0 1 5 i n c h 0 . 0 1 1 6 , 2 0 2 2 . 6 7 2 . 9 3 0 . 2 6 7 3 7 . 2 5 7 3 5 . 4 2 P- 6 7 M H - 8 2 7 1 2 . 8 8 M H - 7 9 7 0 8 . 9 2 0 . 0 0 1 9 7 4 2 , 0 0 6 . 0 0 1 8 i n c h 0 . 0 1 1 4 , 3 4 2 2 . 3 2 5 . 5 2 3 . 2 0 7 1 3 . 5 6 7 1 0 . 0 9 P- 7 0 M H - 9 0 7 3 2 . 8 6 M H - 8 8 7 2 1 . 0 0 0 . 0 0 8 9 9 2 1 , 3 1 9 . 0 0 1 2 i n c h 0 . 0 1 1 5 , 3 4 6 2 . 4 2 3 . 9 9 1 . 5 7 7 3 3 . 5 3 7 2 1 . 5 6 P- 1 3 M H - 5 6 7 3 6 . 2 3 M H - 5 5 7 3 4 . 6 2 0 . 0 0 5 0 4 7 3 1 9 . 0 0 1 8 i n c h 0 . 0 1 1 1 8 , 0 2 4 7 . 7 2 8 . 8 2 1 . 1 0 7 3 7 . 3 2 7 3 5 . 7 0 P- 6 0 M H - 1 4 9 7 3 4 . 7 6 M H - 1 4 8 7 3 0 . 0 0 0 . 0 0 7 2 1 2 6 6 0 . 0 0 1 5 i n c h 0 . 0 1 1 6 , 2 0 2 2 . 6 7 6 . 4 8 3 . 8 1 7 3 5 . 4 2 7 3 2 . 0 7 P- 6 8 M H - 7 9 7 0 8 . 9 2 M H - 7 6 7 0 5 . 0 1 0 . 0 0 1 9 9 4 1 , 9 6 1 . 0 0 1 8 i n c h 0 . 0 1 1 1 2 , 6 0 7 5 . 3 0 5 . 5 4 0 . 2 4 7 1 0 . 0 9 7 0 6 . 1 0 P- 5 4 M H - 8 8 7 2 1 . 0 0 M H - 7 6 7 0 5 . 4 1 0 . 0 1 1 8 2 9 1 , 3 1 8 . 0 0 1 2 i n c h 0 . 0 1 1 5 , 3 4 6 2 . 4 2 4 . 5 8 2 . 1 6 7 2 1 . 6 7 7 0 6 . 1 0 P- 8 M H - 5 5 7 3 4 . 6 2 M H - 5 4 7 2 9 . 1 0 0 . 0 2 1 9 0 5 2 5 2 . 0 0 1 8 i n c h 0 . 0 1 1 1 8 , 0 2 4 7 . 7 2 1 8 . 3 7 1 0 . 6 6 7 3 5 . 7 0 7 3 1 . 6 6 P- 5 8 M H - 1 4 8 7 3 0 . 0 0 M H - 5 4 7 2 9 . 0 0 0 . 0 0 2 9 9 4 3 3 4 . 0 0 1 5 i n c h 0 . 0 1 1 6 , 2 0 2 2 . 6 7 4 . 1 8 1 . 5 1 7 3 2 . 0 7 7 3 1 . 6 6 P- 5 M H - 7 6 7 0 5 . 0 1 M H - 7 4 6 9 3 . 9 6 0 . 0 0 8 3 7 8 1 , 3 1 9 . 0 0 1 8 i n c h 0 . 0 1 1 1 9 , 9 2 5 7 . 9 8 1 1 . 3 6 3 . 3 8 7 0 6 . 1 0 6 9 5 . 1 2 P- 1 9 M H - 7 3 6 9 5 . 6 2 M H - 7 4 6 9 4 . 3 6 0 . 0 0 2 3 1 2 5 4 5 . 0 0 1 2 i n c h 0 . 0 1 1 1 , 4 6 1 0 . 6 9 2 . 0 2 1 . 3 3 6 9 6 . 0 2 6 9 5 . 1 2 P- 4 8 M H - 5 4 7 2 8 . 8 0 M H - 5 3 7 2 8 . 0 0 0 . 0 0 5 4 7 9 1 4 6 . 0 0 1 8 i n c h 0 . 0 1 1 2 4 , 5 3 8 1 0 . 4 5 9 . 1 9 - 1 . 2 6 7 3 1 . 6 6 7 3 0 . 6 2 P- 7 1 M H - 7 4 6 9 3 . 9 6 M H - 6 9 6 7 9 . 4 0 0 . 0 0 7 9 4 8 1 , 8 3 2 . 0 0 1 8 i n c h 0 . 0 1 1 2 2 , 4 2 1 9 . 0 3 1 1 . 0 7 2 . 0 4 6 9 5 . 1 2 6 8 0 . 8 0 P- 5 0 M H - 5 3 7 2 7 . 9 5 M H - 5 2 7 2 5 . 6 2 0 . 0 0 4 8 1 4 4 8 4 . 0 0 1 8 i n c h 0 . 0 1 1 2 5 , 4 5 6 1 0 . 7 5 8 . 6 1 - 2 . 1 3 7 3 0 . 6 2 7 2 6 . 9 6 P- 7 2 M H - 6 9 6 7 9 . 3 0 M H - 6 8 6 7 5 . 3 2 0 . 0 1 0 1 0 2 3 9 4 . 0 0 1 8 i n c h 0 . 0 1 1 2 4 , 3 3 8 9 . 6 5 1 2 . 4 8 2 . 8 3 6 8 0 . 8 0 6 7 8 . 4 2 P- 4 9 M H - 5 2 7 2 5 . 6 2 M H - 5 1 7 2 2 . 5 1 0 . 0 0 6 6 4 5 4 6 8 . 0 0 1 8 i n c h 0 . 0 1 1 2 5 , 4 5 6 1 0 . 7 5 1 0 . 1 2 - 0 . 6 3 7 2 6 . 9 6 7 2 3 . 7 7 P- 5 2 M H - 6 8 6 7 4 . 7 2 M H - 6 7 6 7 3 . 5 5 0 . 0 0 2 0 0 6 5 8 3 . 3 9 1 8 i n c h 0 . 0 1 1 2 4 , 3 3 8 9 . 6 5 5 . 5 6 - 4 . 0 9 6 7 8 . 4 2 6 7 4 . 7 5 P- 5 1 M H - 5 1 7 2 2 . 5 1 M H - 1 6 5 7 0 7 . 2 0 0 . 0 1 5 7 8 4 9 7 0 . 0 0 1 8 i n c h 0 . 0 1 1 2 5 , 4 5 6 1 0 . 7 5 1 5 . 6 0 4 . 8 5 7 2 3 . 7 7 7 0 8 . 4 9 P- 5 3 M H - 6 7 6 7 3 . 5 5 M H - 6 3 6 5 0 . 0 3 0 . 0 1 1 0 9 4 2 , 1 2 0 . 0 0 1 8 i n c h 0 . 0 1 1 2 4 , 4 9 1 9 . 7 0 1 3 . 0 8 3 . 3 7 6 7 4 . 7 5 6 5 1 . 2 6 P- 7 M H - 1 6 5 7 0 7 . 2 0 M H - 4 5 6 6 1 . 1 2 0 . 0 1 8 4 5 4 2 , 4 9 7 . 0 0 1 8 i n c h 0 . 0 1 1 2 6 , 0 7 6 1 1 . 5 0 1 6 . 8 6 5 . 3 6 7 0 8 . 4 9 6 6 2 . 0 3 P- 4 2 M H - 6 3 6 5 0 . 0 3 M H - 4 5 6 4 8 . 6 1 0 . 0 1 1 0 0 8 1 2 9 . 0 0 2 1 i n c h 0 . 0 1 1 2 7 , 9 6 1 1 0 . 8 2 1 9 . 6 5 8 . 8 3 6 5 1 . 2 6 6 5 0 . 0 6 P- 3 M H - 4 5 6 4 8 . 4 1 M H - 4 3 6 4 0 . 6 1 0 . 0 1 5 9 1 8 4 9 0 . 0 0 2 4 i n c h 0 . 0 1 1 5 4 , 5 4 1 2 1 . 2 2 3 3 . 7 3 1 2 . 5 1 6 5 0 . 0 6 6 4 2 . 2 6 P- 2 M H - 4 3 6 4 0 . 6 1 M H - 4 1 6 2 6 . 8 8 0 . 0 1 5 9 1 0 8 6 3 . 0 0 2 4 i n c h 0 . 0 1 1 5 5 , 0 3 0 2 1 . 3 7 3 3 . 7 2 1 2 . 3 5 6 4 2 . 2 6 6 2 8 . 0 4 P- 7 3 M H - 4 1 6 2 6 . 8 8 M H - 3 9 6 1 8 . 3 6 0 . 0 0 8 9 5 9 9 5 1 . 0 0 2 4 i n c h 0 . 0 1 1 5 5 , 0 3 0 2 1 . 3 7 2 5 . 3 0 3 . 9 4 6 2 8 . 5 3 6 2 0 . 0 3 P- 7 6 M H - 3 9 6 1 8 . 3 6 M H - 3 6 6 0 4 . 1 7 0 . 0 0 8 9 4 7 1 , 5 8 6 . 0 0 2 4 i n c h 0 . 0 1 1 5 6 , 6 4 9 2 1 . 9 8 2 5 . 2 9 3 . 3 1 6 2 0 . 0 3 6 0 5 . 8 5 P- 7 7 M H - 3 6 6 0 4 . 1 7 M H - 3 2 5 8 4 . 2 9 0 . 0 0 8 9 5 9 2 , 2 1 9 . 0 0 2 4 i n c h 0 . 0 1 1 5 7 , 0 8 8 2 2 . 1 3 2 5 . 3 0 3 . 1 7 6 0 5 . 8 5 5 8 5 . 9 7 P- 7 4 M H - 3 2 5 8 4 . 2 9 M H - 2 8 5 6 3 . 2 3 0 . 0 0 8 9 5 0 2 , 3 5 3 . 0 0 2 4 i n c h 0 . 0 1 1 5 7 , 3 4 7 2 2 . 2 4 2 5 . 2 9 3 . 0 5 5 8 5 . 9 7 5 6 4 . 9 1 P- 7 5 M H - 2 8 5 6 3 . 2 3 M H - 2 2 5 3 5 . 3 6 0 . 0 0 8 9 5 6 3 , 1 1 2 . 0 0 2 4 i n c h 0 . 0 1 1 5 7 , 4 7 2 2 2 . 3 0 2 5 . 3 0 3 . 0 0 5 6 4 . 9 1 5 3 6 . 8 2 P- 6 1 M H - 2 2 5 3 5 . 2 6 M H - 2 1 5 3 1 . 5 6 0 . 0 0 8 9 5 9 4 1 3 . 0 0 2 4 i n c h 0 . 0 1 1 5 7 , 4 7 2 2 2 . 3 0 2 5 . 3 0 3 . 0 0 5 3 6 . 9 4 5 3 3 . 0 2 P- 4 M H - 2 1 5 3 1 . 4 6 M H - 2 0 5 3 0 . 7 0 0 . 0 0 8 9 4 1 8 5 . 0 0 2 4 i n c h 0 . 0 1 1 5 9 , 9 2 4 2 3 . 0 3 2 5 . 2 8 2 . 2 5 5 3 3 . 1 7 5 3 2 . 2 2 P- 1 M H - 2 0 5 3 0 . 7 0 M H - 1 5 5 0 6 . 9 4 0 . 0 0 9 0 4 8 2 , 6 2 6 . 0 0 2 4 i n c h 0 . 0 1 1 5 9 , 9 2 4 2 3 . 0 3 2 5 . 4 3 2 . 4 0 5 3 2 . 4 1 5 0 8 . 4 3 P- 6 2 M H - 1 5 5 0 6 . 5 4 M H - 1 1 4 8 7 . 9 8 0 . 0 0 7 2 5 3 2 , 5 5 9 . 0 0 3 0 i n c h 0 . 0 1 1 6 0 , 8 5 2 2 3 . 3 0 4 1 . 2 8 1 7 . 9 8 5 0 8 . 1 8 4 9 8 . 8 0 P- 6 3 M H - 1 1 4 8 7 . 8 8 M H - 1 0 4 8 5 . 7 1 0 . 0 1 2 5 4 3 1 7 3 . 0 0 3 0 i n c h 0 . 0 1 1 6 0 , 8 5 2 2 3 . 3 0 5 4 . 2 9 3 0 . 9 9 4 9 8 . 8 0 4 9 8 . 4 0 Pa g e 1 6 Sc e n a r i o : A D 9 3 - 1 D I S T L O A D S Gr a v i t y P i p e R e p o r t Ti t l e : C i t y o f B a k e r s f i e l d N E S e w e r S t u d y p: \ c o b \ c o b - 0 4 - 0 1 0 \ c a l c s \ s e w e r c a d \ a d 9 3 - 1 \ a d 9 3 - 1 . s w r 06 / 0 3 / 0 5 0 7 : 5 2 : 0 6 A M Me y e r C i v i l E n g i n e e r i n g , I n c . © H a e s t a d M e t h o d s , I n c . 3 7 B r o o k s i d e R o a d W a t e r b u r y , C T 0 6 7 0 8 U S A + 1 - 2 0 3 - 7 5 5 - 1 6 6 6 Project Engineer: Richard Meyer SewerCAD v5.5 [5.5008]Page 3 of 3 La b e l U p s t r e a m No d e Up s t r e a m In v e r t El e v a t i o n (f t ) Do w n s t r e a m No d e Do w n s t r e a m In v e r t El e v a t i o n (f t ) Co n s t r u c t e d Sl o p e (f t / f t ) Le n g t h (f t ) Se c t i o n Si z e Ma n n i n g s n Sy s t e m Po p u l a t i o n (c a p i t a ) To t a l F l o w (c f s ) De s i g n Ca p a c i t y (c f s ) Excess DesignCapacity(cfs)Hydraulic GradeLine In(ft)Hydraulic GradeLine Out(ft) P- 6 M H - 1 0 4 8 5 . 6 1 M H - 3 4 4 8 . 4 8 0 . 0 0 9 2 0 4 4 , 0 3 4 . 0 0 1 8 i n c h 0 . 0 1 1 6 0 , 8 5 2 2 3 . 3 0 1 1 . 9 1 - 1 1 . 3 9 6 0 2 . 6 2 4 6 0 . 5 0 P- 6 4 M H - 3 4 4 8 . 4 8 O - 1 4 3 8 . 8 8 0 . 0 0 8 8 4 0 1 , 0 8 6 . 0 0 1 8 i n c h 0 . 0 1 1 6 0 , 8 5 2 2 3 . 3 0 1 1 . 6 7 - 1 1 . 6 3 4 7 8 . 6 3 4 4 0 . 3 6 P- 4 3 M H - 1 4 1 5 6 7 . 0 5 W W - 1 5 6 5 . 6 5 0 . 0 2 0 0 0 0 7 0 . 0 0 1 2 i n c h 0 . 0 1 1 2 , 9 4 0 2 . 0 1 5 . 9 5 3 . 9 4 5 6 7 . 6 5 5 6 6 . 0 5 Pa g e 1 7 Scenario: AD93-1 DIST LOADS Manhole Report Title: City of Bakersfield NE Sewer Study p:\cob\cob-04-010\calcs\sewercad\ad93-1\ad93-1.swr 06/03/05 07:52:48 AM Meyer Civil Engineering, Inc. © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Project Engineer: Richard Meyer SewerCAD v5.5 [5.5008] Page 1 of 2 LabelGround Elevation (ft) Rim Elevation (ft) Sump Elevation (ft) Sanitary Unit Load Type Sanitary Unit Load Count Sanitary Unit Load Units Total Flow (cfs) Depth In (ft) Depth Out (ft) Structure Diameter (ft) MH-129784.80784.80776.71<Composite>N/AN/A4.230.870.874.00 MH-128779.00779.00768.38<None>N/AN/A4.230.870.874.00 MH-127770.90770.90760.82<None>N/AN/A4.230.830.834.00 MH-126772.00772.00758.55<None>N/AN/A7.641.071.074.00 MH-100782.10782.10761.25<Composite>N/AN/A3.871.041.044.00 MH-104782.30782.30766.16<Composite>N/AN/A3.520.900.904.00 MH-105776.80776.80767.91<None>N/AN/A2.970.740.744.00 MH-106778.80778.80769.91<None>N/AN/A2.970.740.744.00 MH-107781.20781.20772.47<None>N/AN/A2.970.740.744.00 MH-108784.80784.80774.81<None>N/AN/A2.970.740.744.00 MH-109783.10783.10776.31<None>N/AN/A2.970.740.744.00 MH-110789.50789.50780.83<None>N/AN/A2.970.740.744.00 MH-111794.20794.20784.83<None>N/AN/A2.970.740.744.00 MH-118829.50829.50813.76<Composite>N/AN/A1.140.520.524.00 MH-112797.00797.00788.73Single Family (LR)94.67acres2.970.740.744.00 MH-113797.00797.00790.98<None>N/AN/A2.610.690.694.00 MH-114804.30804.30796.30<None>N/AN/A2.610.690.694.00 MH-115812.00812.00800.06<None>N/AN/A2.610.690.694.00 MH-116815.60815.60806.86<None>N/AN/A2.610.690.694.00 MH-117823.20823.20812.03<None>N/AN/A2.610.690.694.00 MH-119826.10826.10812.61<None>N/AN/A2.610.690.694.00 MH-121824.20824.20814.88<Composite>N/AN/A1.650.620.624.00 MH-122832.50832.50822.40<None>N/AN/A1.440.510.514.00 MH-123836.30836.30826.03<None>N/AN/A1.440.510.514.00 MH-163844.70844.70833.33<None>N/AN/A1.440.510.514.00 MH-164851.10851.10837.60<Composite>N/AN/A1.440.510.514.00 MH-159683.00683.00674.85Single Family (LR)50.46acres2.220.640.644.00 MH-98782.70782.70767.44<Composite>N/AN/A0.790.370.374.00 MH-97771.90771.90751.84Commercial (Area)18.77acres0.970.410.414.00 MH-90750.00750.00732.86<Composite>N/AN/A2.420.670.674.00 MH-86769.80769.80753.00<Composite>N/AN/A0.400.250.254.00 MH-85746.90746.90729.00<Composite>N/AN/A1.010.390.394.00 MH-84725.00725.00715.06<None>N/AN/A1.010.500.504.00 MH-82743.30743.30712.88<Composite>N/AN/A2.320.680.684.00 MH-79725.20725.20708.92<Composite>N/AN/A5.301.171.174.00 MH-88745.20745.20721.00<None>N/AN/A2.420.670.674.00 MH-76713.80713.80705.01<Composite>N/AN/A7.981.091.094.00 MH-74725.30725.30693.96<Composite>N/AN/A9.031.161.164.00 MH-73706.20706.20695.62Single Family (LR)140.44acres0.690.400.404.00 MH-69693.80693.80679.30<Composite>N/AN/A9.651.501.504.00 MH-158754.10754.10742.68Single Family (LR)169.72acres0.820.450.454.00 MH-156756.00756.00740.70<Composite>N/AN/A1.450.620.624.00 MH-151748.80748.80736.31<Composite>N/AN/A2.670.940.944.00 MH-155752.20752.20739.71Single Family (LR)33.47acres1.580.650.654.00 MH-149748.00748.00734.76<None>N/AN/A2.670.660.664.00 MH-148741.00741.00730.00<None>N/AN/A2.672.072.074.00 MH-68698.50698.50674.72<None>N/AN/A9.653.703.704.00 MH-67696.30696.30673.55Multi Family (HMR)7.63acres9.701.201.204.00 MH-52740.40740.40725.62<None>N/AN/A10.751.341.344.00 MH-62788.70788.70784.88<None>N/AN/A7.641.081.084.00 MH-61792.30792.30782.52<None>N/AN/A7.641.071.074.00 MH-54744.10744.10728.80<Composite>N/AN/A10.452.862.864.00 MH-55746.80746.80734.62<None>N/AN/A7.721.081.084.00 MH-56747.20747.20736.23<None>N/AN/A7.721.091.094.00 Page 18 Scenario: AD93-1 DIST LOADS Manhole Report Title: City of Bakersfield NE Sewer Study p:\cob\cob-04-010\calcs\sewercad\ad93-1\ad93-1.swr 06/03/05 07:52:48 AM Meyer Civil Engineering, Inc. © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Project Engineer: Richard Meyer SewerCAD v5.5 [5.5008] Page 2 of 2 LabelGround Elevation (ft) Rim Elevation (ft) Sump Elevation (ft) Sanitary Unit Load Type Sanitary Unit Load Count Sanitary Unit Load Units Total Flow (cfs) Depth In (ft) Depth Out (ft) Structure Diameter (ft) MH-57756.30756.30745.30<None>N/AN/A7.721.081.084.00 MH-58764.90764.90754.37Single Family (LR)21.57acres7.721.081.084.00 MH-59774.90774.90763.45<None>N/AN/A7.641.071.074.00 MH-60783.10783.10772.52<None>N/AN/A7.641.071.074.00 MH-53746.20746.20727.95Multi Family (LMR)76.50acres10.752.672.674.00 MH-51738.00738.00722.51<None>N/AN/A10.751.261.264.00 MH-41658.90658.90626.88<None>N/AN/A21.371.651.654.00 MH-43669.80669.80640.61<Composite>N/AN/A21.371.651.654.00 MH-45672.00672.00648.41Single Family (LR)48.48acres21.221.651.654.00 MH-165720.50720.50707.20<Composite>N/AN/A11.501.291.294.00 MH-63663.70663.70650.03<Composite>N/AN/A10.821.231.234.00 MH-39646.80646.80618.36<Composite>N/AN/A21.981.671.674.00 MH-36632.50632.50604.17<Composite>N/AN/A22.131.681.684.00 MH-32615.20615.20584.29<Composite>N/AN/A22.241.681.684.00 MH-28580.00580.00563.23<Composite>N/AN/A22.301.681.684.00 MH-22547.90547.90535.26<None>N/AN/A22.301.681.684.00 MH-15520.90520.90506.54<Composite>N/AN/A23.301.641.644.00 MH-20546.20546.20530.70<None>N/AN/A23.031.711.714.00 MH-21546.60546.60531.46<Composite>N/AN/A23.031.711.714.00 MH-11500.70500.70487.88<None>N/AN/A23.3010.9210.924.00 MH-3460.50460.50448.48<None>N/AN/A23.3012.0212.024.00 MH-10498.40498.40485.61<None>N/AN/A23.3012.7912.794.00 MH-141575.00575.00567.05<Composite>N/AN/A2.010.600.604.00 Page 19 Scenario: AD93-1 DIST LOADS Pressure Pipe Report Title: City of Bakersfield NE Sewer Study p:\cob\cob-04-010\calcs\sewercad\ad93-1\ad93-1.swr 06/03/05 07:53:33 AM Meyer Civil Engineering, Inc. © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Project Engineer: Richard Meyer SewerCAD v5.5 [5.5008] Page 1 of 1 LabelUpstream Node Upstream Invert Elevation(ft) Downstream Node Downstream Invert Elevation(ft) Length (ft) Diameter (in) Minor Loss Coefficient Pressure Flow (cfs) Velocity (ft/s) Pressure Pipe Headloss(ft) FM-6WW-2667.71PMP-2686.20129.0012.00.003.314.220.59 FM-7PMP-2686.20J-15683.00236.0012.00.003.314.221.09 FM-8J-15683.00MH-129776.713,244.0012.00.003.314.2214.95 FM-1WW-1559.81PMP-1577.0025.0012.00.002.963.770.09 FM-2PMP-1577.00J-20575.00117.0012.00.002.963.770.44 FM-5J-20575.00MH-159674.855,475.0012.00.002.963.7720.51 FM-3WW-3751.63PMP-3763.50215.0015.00.007.826.371.64 FM-4PMP-3763.50J-9771.20252.0015.00.007.826.371.92 FM-9J-9771.20MH-62784.884,471.0018.00.007.824.4214.01 Page 20 Sc e n a r i o : A D 9 3 - 1 D I S T L O A D S Pu m p R e p o r t Ti t l e : C i t y o f B a k e r s f i e l d N E S e w e r S t u d y p: \ c o b \ c o b - 0 4 - 0 1 0 \ c a l c s \ s e w e r c a d \ a d 9 3 - 1 \ a d 9 3 - 1 . s w r 06 / 0 3 / 0 5 0 7 : 5 7 : 4 1 A M Me y e r C i v i l E n g i n e e r i n g , I n c . © H a e s t a d M e t h o d s , I n c . 3 7 B r o o k s i d e R o a d W a t e r b u r y , C T 0 6 7 0 8 U S A + 1 - 2 0 3 - 7 5 5 - 1 6 6 6 Project Engineer: Richard Meyer SewerCAD v5.5 [5.5008]Page 1 of 1 La b e l T o Pi p e Gr o u n d El e v a t i o n (f t ) Pu m p Ty p e Sh u t o f f He a d (f t ) Sh u t o f f Di s c h a r g e (c f s ) De s i g n He a d (f t ) De s i g n Di s c h a r g e (c f s ) Ma x i m u m Op e r a t i n g He a d (f t ) Pr e s s u r e Fl o w (c f s ) In t a k e Pu m p Pr e s s u r e (p s i ) Di s c h a r g e Pu m p Pr e s s u r e (p s i ) Pu m p Head(ft) PM P - 2 F M - 7 6 8 6 . 2 0 D e s i g n P o i n t ( 1 P o i n t ) 2 0 0 . 0 0 0 . 0 0 1 5 0 . 0 0 2 . 6 7 0 . 0 0 3 . 3 1 - 6 . 7 4 4 6 . 5 3 1 2 3 . 1 4 PM P - 1 F M - 2 5 7 7 . 0 0 D e s i g n P o i n t ( 1 P o i n t ) 2 0 4 . 0 0 0 . 0 0 1 5 3 . 0 0 2 . 5 6 0 . 0 0 2 . 9 6 - 6 . 7 9 5 1 . 8 3 1 3 5 . 4 8 PM P - 3 F M - 4 7 6 3 . 5 0 D e s i g n P o i n t ( 1 P o i n t ) 1 9 8 . 6 7 0 . 0 0 1 4 9 . 0 0 4 . 5 0 0 . 0 0 7 . 8 2 - 4 . 3 3 1 6 . 7 9 4 8 . 8 2 Pa g e 2 1 NORTHEAST SEWER STUDY AD93-1 REVISED Service Area NameRouted to ManholeLand UseArea, AC 18MH-100GC19.68 19MH-100ER3.17 21MH-100OC12.42 22MH-100GC7.55 45MH-104LR71.8 46MH-104LMR65.34 137MH-11SR59.58 44MH-112LR94.67 24MH-118LMR29.01 28MH-118LR23.45 29MH-118LR19.12 30MH-118LR43.82 31MH-118LR28.09 32MH-118LR29.06 33MH-118LR23.05 34MH-118LR2.86 35MH-118LR6.46 36MH-118LR31.49 37MH-118LMR17.06 38MH-118LMR8.12 39MH-118LR17.08 40MH-118LR38.32 25MH-121LMR16.66 14MH-129LR295.67 15MH-129LR7.21 16MH-129LR10.22 17MH-129LR208.8 21MH-129LR2.2 1MH-141LR33.74 2MH-141LR29.11 3MH-141LR33.68 4MH-141LR14.42 5MH-141LR25.04 6MH-141LR56.48 7MH-141LR47.26 8MH-141GC20.24 9MH-141GC27.41 10MH-141GC51.79 11MH-141SR111.01 12MH-141LR3.81 13MH-141LR50.46 139MH-141LR24.49 N125MH-141HMR55 136MH-15SR59.38 47MH-151LR76.19 48MH-151SR14.59 49MH-151LR13.82 50MH-151LR31.72 58MH-151GC2.09 59MH-151GC11.82 60MH-151LR119.17 46MH-155LR33.47 55MH-156LR14.26 Meyer Civil Engineering, Inc. 110 S. Montclair St #104, Bakersfield, CA 93309 Page 1 of 3SERVICEAREAS-new Page 22 NORTHEAST SEWER STUDY AD93-1 REVISED Service Area NameRouted to ManholeLand UseArea, AC 56MH-156LR58.68 57MH-156LR74.4 54MH-158LR169.72 23MH-164LR82.83 62MH-165MUC19.55 63MH-165GC6.56 64MH-165GC14.23 65MH-165MUC33.31 66MH-165LR12.64 67MH-165PS12.07 134MH-21ER45.46 135MH-21SR90.09 130MH-28SR6.11 131MH-28ER38.67 132MH-28ER21.1 126MH-32SR19.28 127MH-32ER35.97 133MH-32SR178.76 123MH-36SR45.61 124MH-36ER21.72 125MH-36ER42.21 128MH-36ER45.09 129MH-36ER2.22 116MH-39LMR1.85 117MH-39R-EA3.34 118MH-39GC14.1 119MH-39R-EA21.09 120MH-39LMR21.74 121MH-39HMR48.58 122MH-39R-MP10.66 112MH-43LR50.72 113MH-43LR17.29 114MH-43LR8.54 115MH-43LR12.2 111MH-45LR48.28 53MH-53LMR76.5 52MH-54LR30.06 61MH-54GC53.36 51MH-58LR21.57 20MH-62ER35.71 109MH-63LR31.48 110MH-63LR128.19 108MH-67HMR7.63 106MH-69LR116.12 107MH-69HMR35.5 99MH-73LR140.44 100MH-74LR26.56 101MH-74HR17.24 102MH-74GC21.97 103MH-74GC3.95 104MH-74HMR11.11 105MH-74HMR0.98 97MH-76LR50.98 Meyer Civil Engineering, Inc. 110 S. Montclair St #104, Bakersfield, CA 93309 Page 2 of 3SERVICEAREAS-new Page 23 NORTHEAST SEWER STUDY AD93-1 REVISED Service Area NameRouted to ManholeLand UseArea, AC 98MH-76LR138.64 80MH-79LR117.44 81MH-79LR152.54 68MH-82LR219.26 69MH-82LR36.53 70MH-82LR8.15 71MH-82LR45.27 72MH-82LR5.25 73MH-85GC5.97 74MH-85GC19.95 75MH-85GC11.82 76MH-85LR15.77 77MH-85LR8.37 78MH-85LR18.24 79MH-85R-MP37.08 96MH-86R-MP39.31 N116MH-86R-MP61.8 93MH-90LMR79.93 94MH-90R-MP10.12 95MH-90R-MP249.85 92MH-97GC18.77 82MH-98LR26.58 83MH-98LR5.87 84MH-98LR22.77 85MH-98LR10.7 86MH-98LR29.17 87MH-98PS12.22 88MH-98HR4.54 89MH-98GC2.55 90MH-98HR3.64 91MH-98GC17.96 N115NMH-100LR109.42 N117NMH-100LR20.39 N118NMH-100LR110.99 N119NMH-100LR54.78 N120NMH-100SF-LOTS1233 N120aNMH-100MF-LOTS175 N120bNMH-100GC8.15 N121NMH-100LR21.31 N122NMH-100LR441.54 N123NMH-100R-MP157.77 N124NMH-100R-MP40.4 138NMH-106LR173.95 Meyer Civil Engineering, Inc. 110 S. Montclair St #104, Bakersfield, CA 93309 Page 3 of 3SERVICEAREAS-new Page 24 Pa g e 2 5 Pa g e 2 6 Pa g e 2 7 Pa g e 2 8 Pa g e 2 9 Pa g e 3 0 Sc e n a r i o : A L T E R N A T E 3 Gr a v i t y P i p e R e p o r t Ti t l e : C i t y o f B a k e r s f i e l d N E S e w e r S t u d y p: \ . . . \ c a l c s \ s e w e r c a d \ a d 9 3 - 1 r e v \ a d 9 3 - 1 r e v 2 . s w r 06 / 0 2 / 0 5 0 5 : 4 9 : 0 6 P M Me y e r C i v i l E n g i n e e r i n g , I n c . © H a e s t a d M e t h o d s , I n c . 3 7 B r o o k s i d e R o a d W a t e r b u r y , C T 0 6 7 0 8 U S A + 1 - 2 0 3 - 7 5 5 - 1 6 6 6 Project Engineer: Richard Meyer SewerCAD v5.5 [5.5008]Page 1 of 3 La b e l U p s t r e a m No d e Up s t r e a m In v e r t El e v a t i o n (f t ) Do w n s t r e a m No d e Do w n s t r e a m In v e r t El e v a t i o n (f t ) Co n s t r u c t e d Sl o p e (f t / f t ) Le n g t h (f t ) Se c t i o n Si z e Ma n n i n g s n Sy s t e m Po p u l a t i o n (c a p i t a ) To t a l F l o w (c f s ) De s i g n Ca p a c i t y (c f s ) Excess DesignCapacity(cfs)Hydraulic GradeLine In(ft)Hydraulic GradeLine Out(ft) P- 2 0 M H - 1 2 9 7 7 6 . 7 1 M H - 1 2 8 7 6 8 . 3 8 0 . 0 2 2 5 1 4 3 7 0 . 0 0 1 2 i n c h 0 . 0 1 1 1 0 , 2 8 9 4 . 9 0 6 . 3 2 1 . 4 2 7 7 7 . 6 2 7 7 0 . 2 2 P- 4 0 M H - 1 2 8 7 6 8 . 3 8 M H - 1 2 7 7 6 0 . 8 2 0 . 0 2 1 2 9 6 3 5 5 . 0 0 1 2 i n c h 0 . 0 1 1 1 0 , 2 8 9 4 . 9 0 6 . 1 4 1 . 2 4 7 7 0 . 2 2 7 6 5 . 4 1 P- 1 4 M H - 1 2 7 7 6 0 . 8 2 M H - 1 2 6 7 5 8 . 6 6 0 . 0 0 5 6 6 9 3 8 1 . 0 0 1 5 i n c h 0 . 0 1 1 1 0 , 2 8 9 4 . 9 0 5 . 7 5 0 . 8 5 7 6 5 . 4 1 7 6 3 . 8 4 P- 1 5 M H - 1 0 0 7 6 1 . 2 5 M H - 1 2 6 7 5 8 . 6 6 0 . 0 0 2 4 7 4 1 , 0 4 7 . 0 0 1 5 i n c h 0 . 0 1 1 7 , 3 0 9 3 . 3 0 3 . 8 0 0 . 4 9 7 6 5 . 8 0 7 6 3 . 8 4 P- 1 8 M H - 1 0 4 7 6 6 . 1 6 M H - 1 0 0 7 6 1 . 3 5 0 . 0 0 2 8 0 5 1 , 7 1 5 . 0 0 1 5 i n c h 0 . 0 1 1 7 , 3 0 5 2 . 9 6 4 . 0 4 1 . 0 9 7 6 8 . 3 7 7 6 5 . 8 0 P- 4 1 M H - 1 0 5 7 6 7 . 9 1 M H - 1 0 4 7 6 6 . 3 6 0 . 0 0 9 5 0 9 1 6 3 . 0 0 1 2 i n c h 0 . 0 1 1 5 , 7 7 4 2 . 3 9 4 . 1 1 1 . 7 1 7 6 8 . 9 0 7 6 8 . 3 7 P- 3 9 M H - 1 0 6 7 6 9 . 9 1 M H - 1 0 5 7 6 7 . 9 1 0 . 0 1 2 9 8 7 1 5 4 . 0 0 1 2 i n c h 0 . 0 1 1 5 , 7 7 4 2 . 3 9 4 . 8 0 2 . 4 1 7 7 0 . 5 7 7 6 8 . 9 0 P- 3 8 M H - 1 0 7 7 7 2 . 4 7 M H - 1 0 6 7 6 9 . 9 1 0 . 0 1 1 7 4 3 2 1 8 . 0 0 1 2 i n c h 0 . 0 1 1 5 , 7 7 4 2 . 3 9 4 . 5 6 2 . 1 7 7 7 3 . 1 3 7 7 0 . 4 2 P- 3 7 M H - 1 0 8 7 7 4 . 8 1 M H - 1 0 7 7 7 2 . 4 7 0 . 0 1 0 4 0 0 2 2 5 . 0 0 1 2 i n c h 0 . 0 1 1 5 , 7 7 4 2 . 3 9 4 . 2 9 1 . 9 0 7 7 5 . 4 7 7 7 3 . 0 0 P- 3 6 M H - 1 0 9 7 7 6 . 3 1 M H - 1 0 8 7 7 4 . 8 1 0 . 0 0 7 8 5 3 1 9 1 . 0 0 1 2 i n c h 0 . 0 1 1 5 , 7 7 4 2 . 3 9 3 . 7 3 1 . 3 4 7 7 6 . 9 7 7 7 5 . 3 9 P- 3 5 M H - 1 1 0 7 8 0 . 8 3 M H - 1 0 9 7 7 6 . 3 1 0 . 0 1 8 8 3 3 2 4 0 . 0 0 1 2 i n c h 0 . 0 1 1 5 , 7 7 4 2 . 3 9 5 . 7 8 3 . 3 9 7 8 1 . 4 9 7 7 6 . 7 6 P- 3 4 M H - 1 1 1 7 8 4 . 8 3 M H - 1 1 0 7 8 0 . 8 3 0 . 0 1 7 8 5 7 2 2 4 . 0 0 1 2 i n c h 0 . 0 1 1 5 , 7 7 4 2 . 3 9 5 . 6 3 3 . 2 3 7 8 5 . 4 9 7 8 1 . 2 9 P- 3 3 M H - 1 1 2 7 8 8 . 7 3 M H - 1 1 1 7 8 4 . 8 3 0 . 0 2 1 3 1 1 1 8 3 . 0 0 1 2 i n c h 0 . 0 1 1 5 , 7 7 4 2 . 3 9 6 . 1 5 3 . 7 5 7 8 9 . 3 9 7 8 5 . 2 6 P- 2 1 M H - 1 1 8 8 1 3 . 7 6 M H - 1 1 9 8 1 2 . 7 1 0 . 0 0 2 6 3 8 3 9 8 . 0 0 1 2 i n c h 0 . 0 1 1 2 , 5 3 3 1 . 1 4 2 . 1 6 1 . 0 2 8 1 4 . 2 8 8 1 3 . 2 2 P- 3 2 M H - 1 1 3 7 9 0 . 9 8 M H - 1 1 2 7 8 8 . 7 3 0 . 0 1 3 4 7 3 1 6 7 . 0 0 1 2 i n c h 0 . 0 1 1 4 , 7 9 0 2 . 0 2 4 . 8 9 2 . 8 6 7 9 1 . 5 9 7 8 9 . 3 9 P- 3 1 M H - 1 1 4 7 9 6 . 3 0 M H - 1 1 3 7 9 0 . 9 8 0 . 0 1 4 8 1 9 3 5 9 . 0 0 1 2 i n c h 0 . 0 1 1 4 , 7 9 0 2 . 0 2 5 . 1 3 3 . 1 0 7 9 6 . 9 1 7 9 1 . 4 2 P- 3 0 M H - 1 1 5 8 0 0 . 0 6 M H - 1 1 4 7 9 6 . 3 0 0 . 0 0 9 4 0 0 4 0 0 . 0 0 1 2 i n c h 0 . 0 1 1 4 , 7 9 0 2 . 0 2 4 . 0 8 2 . 0 6 8 0 0 . 6 7 7 9 6 . 8 0 P- 2 9 M H - 1 1 6 8 0 6 . 8 6 M H - 1 1 5 8 0 0 . 0 6 0 . 0 1 0 5 4 3 6 4 5 . 0 0 1 2 i n c h 0 . 0 1 1 4 , 7 9 0 2 . 0 2 4 . 3 2 2 . 3 0 8 0 7 . 4 7 8 0 0 . 5 4 P- 2 8 M H - 1 1 7 8 1 2 . 0 3 M H - 1 1 6 8 0 6 . 8 6 0 . 0 1 5 1 6 1 3 4 1 . 0 0 1 2 i n c h 0 . 0 1 1 4 , 7 9 0 2 . 0 2 5 . 1 8 3 . 1 6 8 1 2 . 6 4 8 0 7 . 2 9 P- 2 7 M H - 1 1 9 8 1 2 . 6 1 M H - 1 1 7 8 1 2 . 0 3 0 . 0 2 3 2 0 0 2 5 . 0 0 1 2 i n c h 0 . 0 1 1 4 , 7 9 0 2 . 0 2 6 . 4 1 4 . 3 9 8 1 3 . 2 2 8 1 2 . 4 4 P- 2 2 M H - 1 2 1 8 1 4 . 8 8 M H - 1 1 9 8 1 2 . 7 1 0 . 0 0 3 1 3 1 6 9 3 . 0 0 1 2 i n c h 0 . 0 1 1 2 , 2 5 6 1 . 0 3 2 . 3 6 1 . 3 3 8 1 5 . 3 4 8 1 3 . 2 2 P- 2 6 M H - 1 2 2 8 2 2 . 4 0 M H - 1 2 1 8 1 4 . 8 8 0 . 0 2 2 8 5 7 3 2 9 . 0 0 1 2 i n c h 0 . 0 1 1 1 , 7 0 8 0 . 8 0 6 . 3 7 5 . 5 7 8 2 2 . 7 7 8 1 5 . 3 4 P- 2 5 M H - 1 2 3 8 2 6 . 0 3 M H - 1 2 2 8 2 2 . 4 0 0 . 0 1 3 2 0 0 2 7 5 . 0 0 1 2 i n c h 0 . 0 1 1 1 , 7 0 8 0 . 8 0 4 . 8 4 4 . 0 4 8 2 6 . 4 0 8 2 2 . 6 8 P- 2 4 M H - 1 6 3 8 3 3 . 3 3 M H - 1 2 3 8 2 6 . 0 3 0 . 0 2 5 0 8 6 2 9 1 . 0 0 1 2 i n c h 0 . 0 1 1 1 , 7 0 8 0 . 8 0 6 . 6 7 5 . 8 7 8 3 3 . 7 0 8 2 6 . 2 6 P- 2 3 M H - 1 6 4 8 3 7 . 6 0 M H - 1 6 3 8 3 3 . 3 3 0 . 0 1 5 5 8 4 2 7 4 . 0 0 1 2 i n c h 0 . 0 1 1 1 , 7 0 8 0 . 8 0 5 . 2 6 4 . 4 6 8 3 7 . 9 7 8 3 3 . 5 9 P- 4 4 M H - 1 2 6 7 5 8 . 5 6 W W - 3 7 5 7 . 1 3 0 . 0 1 6 4 3 7 8 7 . 0 0 1 8 i n c h 0 . 0 1 1 1 7 , 5 9 8 7 . 7 5 1 5 . 9 1 8 . 1 6 7 6 3 . 8 4 7 6 3 . 5 0 P- 4 5 M H - 1 5 9 6 7 4 . 8 5 W W - 2 6 7 4 . 2 1 0 . 0 0 7 5 2 9 8 5 . 0 0 1 2 i n c h 0 . 0 1 1 4 , 8 3 8 2 . 9 3 3 . 6 5 0 . 7 3 6 7 5 . 5 8 6 7 4 . 8 9 P- 4 3 M H - 1 4 1 5 6 7 . 0 5 W W - 1 5 6 5 . 6 5 0 . 0 2 0 0 0 0 7 0 . 0 0 1 2 i n c h 0 . 0 1 1 4 , 3 1 3 2 . 7 3 5 . 9 5 3 . 2 3 5 6 7 . 7 6 5 6 6 . 1 3 P- 1 7 8 N M H - 1 0 0 7 5 6 . 9 0 N M H - 1 0 1 7 5 1 . 6 7 0 . 0 0 2 0 0 0 2 , 6 1 5 . 0 0 1 8 i n c h 0 . 0 1 1 1 3 , 5 0 4 5 . 2 1 5 . 5 5 0 . 3 4 7 5 8 . 0 5 7 5 2 . 5 5 P- 1 7 9 N M H - 1 0 1 7 5 1 . 6 7 N M H - 1 0 2 7 3 3 . 4 0 0 . 0 0 7 2 8 8 2 , 5 0 7 . 0 0 1 8 i n c h 0 . 0 1 1 1 3 , 5 0 4 5 . 2 1 1 0 . 6 0 5 . 3 9 7 5 2 . 5 5 7 3 4 . 1 4 P- 1 8 0 N M H - 1 0 2 7 3 3 . 4 0 N M H - 1 0 3 7 1 7 . 7 0 0 . 0 0 8 3 0 2 1 , 8 9 1 . 0 0 1 8 i n c h 0 . 0 1 1 1 3 , 5 0 4 5 . 2 1 1 1 . 3 1 6 . 1 0 7 3 4 . 2 8 7 1 8 . 6 4 P- 1 8 1 N M H - 1 0 3 7 1 7 . 7 0 N M H - 1 0 4 7 1 0 . 7 3 0 . 0 0 3 3 8 5 2 , 0 5 9 . 0 0 1 8 i n c h 0 . 0 1 1 1 3 , 5 0 4 5 . 2 1 7 . 2 2 2 . 0 1 7 1 8 . 6 4 7 1 1 . 6 1 P- 1 7 5 N M H - 1 0 4 7 1 0 . 7 3 N M H - 1 0 5 6 9 8 . 5 0 0 . 0 0 6 7 0 1 1 , 8 2 5 . 0 0 1 8 i n c h 0 . 0 1 1 1 3 , 5 0 4 5 . 2 1 1 0 . 1 6 4 . 9 5 7 1 1 . 6 1 6 9 9 . 6 5 P- 1 7 6 N M H - 1 0 5 6 9 8 . 5 0 N M H - 1 0 6 6 9 1 . 0 0 0 . 0 0 2 0 0 0 3 , 7 4 9 . 0 0 1 8 i n c h 0 . 0 1 1 1 3 , 5 0 4 5 . 2 1 5 . 5 5 0 . 3 4 6 9 9 . 6 5 6 9 2 . 1 2 P- 1 7 7 N M H - 1 0 6 6 9 1 . 0 0 M H - 4 5 6 4 8 . 4 1 0 . 0 2 7 3 9 0 1 , 5 5 5 . 0 0 1 8 i n c h 0 . 0 1 1 2 1 , 6 4 5 8 . 3 7 2 0 . 5 4 1 2 . 1 8 6 9 2 . 1 2 6 5 0 . 0 9 P- 5 5 M H - 9 8 7 6 7 . 4 4 M H - 9 7 7 5 1 . 8 4 0 . 0 2 3 1 1 1 6 7 5 . 0 0 1 2 i n c h 0 . 0 1 1 1 , 6 8 3 0 . 7 9 6 . 4 0 5 . 6 1 7 6 7 . 8 1 7 5 2 . 2 5 P- 6 9 M H - 9 7 7 5 1 . 8 4 M H - 9 0 7 3 2 . 8 6 0 . 0 0 9 0 6 0 2 , 0 9 5 . 0 0 1 2 i n c h 0 . 0 1 1 1 , 6 8 3 0 . 9 7 4 . 0 1 3 . 0 4 7 5 2 . 2 5 7 3 3 . 5 3 Pa g e 3 1 Sc e n a r i o : A L T E R N A T E 3 Gr a v i t y P i p e R e p o r t Ti t l e : C i t y o f B a k e r s f i e l d N E S e w e r S t u d y p: \ . . . \ c a l c s \ s e w e r c a d \ a d 9 3 - 1 r e v \ a d 9 3 - 1 r e v 2 . s w r 06 / 0 2 / 0 5 0 5 : 4 9 : 0 6 P M Me y e r C i v i l E n g i n e e r i n g , I n c . © H a e s t a d M e t h o d s , I n c . 3 7 B r o o k s i d e R o a d W a t e r b u r y , C T 0 6 7 0 8 U S A + 1 - 2 0 3 - 7 5 5 - 1 6 6 6 Project Engineer: Richard Meyer SewerCAD v5.5 [5.5008]Page 2 of 3 La b e l U p s t r e a m No d e Up s t r e a m In v e r t El e v a t i o n (f t ) Do w n s t r e a m No d e Do w n s t r e a m In v e r t El e v a t i o n (f t ) Co n s t r u c t e d Sl o p e (f t / f t ) Le n g t h (f t ) Se c t i o n Si z e Ma n n i n g s n Sy s t e m Po p u l a t i o n (c a p i t a ) To t a l F l o w (c f s ) De s i g n Ca p a c i t y (c f s ) Excess DesignCapacity(cfs)Hydraulic GradeLine In(ft)Hydraulic GradeLine Out(ft) P- 7 0 M H - 9 0 7 3 2 . 8 6 M H - 8 8 7 2 1 . 0 0 0 . 0 0 8 9 9 2 1 , 3 1 9 . 0 0 1 2 i n c h 0 . 0 1 1 5 , 3 4 6 2 . 4 2 3 . 9 9 1 . 5 7 7 3 3 . 5 3 7 2 1 . 5 6 P- 1 6 M H - 8 6 7 5 3 . 0 0 M H - 8 5 7 3 6 . 5 4 0 . 0 2 3 4 4 7 7 0 2 . 0 0 1 5 i n c h 0 . 0 1 1 1 , 4 3 7 0 . 6 8 1 1 . 6 9 1 1 . 0 0 7 5 3 . 3 2 7 3 6 . 7 5 P- 5 6 M H - 8 5 7 2 9 . 0 0 M H - 8 4 7 1 5 . 0 6 0 . 0 2 2 7 0 4 6 1 4 . 0 0 1 5 i n c h 0 . 0 1 1 1 , 7 1 4 1 . 2 8 1 1 . 5 0 1 0 . 2 2 7 2 9 . 4 5 7 1 5 . 6 3 P- 5 7 M H - 8 4 7 1 5 . 0 6 M H - 8 2 7 1 3 . 0 8 0 . 0 0 1 5 0 3 1 , 3 1 7 . 0 0 1 5 i n c h 0 . 0 1 1 1 , 7 1 4 1 . 2 8 2 . 9 6 1 . 6 8 7 1 5 . 6 3 7 1 3 . 6 0 P- 6 7 M H - 8 2 7 1 2 . 8 8 M H - 7 9 7 0 8 . 9 2 0 . 0 0 1 9 7 4 2 , 0 0 6 . 0 0 1 8 i n c h 0 . 0 1 1 4 , 9 8 4 2 . 5 6 5 . 5 2 2 . 9 5 7 1 3 . 6 0 7 1 0 . 1 4 P- 6 8 M H - 7 9 7 0 8 . 9 2 M H - 7 6 7 0 5 . 0 1 0 . 0 0 1 9 9 4 1 , 9 6 1 . 0 0 1 8 i n c h 0 . 0 1 1 1 3 , 2 5 0 5 . 5 2 5 . 5 4 0 . 0 2 7 1 0 . 1 4 7 0 6 . 1 2 P- 5 4 M H - 8 8 7 2 1 . 0 0 M H - 7 6 7 0 5 . 4 1 0 . 0 1 1 8 2 9 1 , 3 1 8 . 0 0 1 2 i n c h 0 . 0 1 1 5 , 3 4 6 2 . 4 2 4 . 5 8 2 . 1 6 7 2 1 . 6 7 7 0 6 . 1 2 P- 5 M H - 7 6 7 0 5 . 0 1 M H - 7 4 6 9 3 . 9 6 0 . 0 0 8 3 7 8 1 , 3 1 9 . 0 0 1 8 i n c h 0 . 0 1 1 2 0 , 5 6 8 8 . 1 9 1 1 . 3 6 3 . 1 7 7 0 6 . 1 2 6 9 5 . 1 4 P- 1 9 M H - 7 3 6 9 5 . 6 2 M H - 7 4 6 9 4 . 3 6 0 . 0 0 2 3 1 2 5 4 5 . 0 0 1 2 i n c h 0 . 0 1 1 1 , 4 6 1 0 . 6 9 2 . 0 2 1 . 3 3 6 9 6 . 0 2 6 9 5 . 1 4 P- 7 1 M H - 7 4 6 9 3 . 9 6 M H - 6 9 6 7 9 . 4 0 0 . 0 0 7 9 4 8 1 , 8 3 2 . 0 0 1 8 i n c h 0 . 0 1 1 2 3 , 0 6 3 9 . 2 4 1 1 . 0 7 1 . 8 3 6 9 5 . 1 4 6 8 1 . 0 7 P- 7 2 M H - 6 9 6 7 9 . 3 0 M H - 6 8 6 7 5 . 3 2 0 . 0 1 0 1 0 2 3 9 4 . 0 0 1 8 i n c h 0 . 0 1 1 2 4 , 9 8 1 9 . 8 6 1 2 . 4 8 2 . 6 2 6 8 1 . 0 7 6 7 8 . 5 8 P- 6 5 M H - 1 5 8 7 4 2 . 6 8 M H - 1 5 6 7 4 0 . 7 0 0 . 0 0 1 5 0 1 1 , 3 1 9 . 0 0 1 5 i n c h 0 . 0 1 1 1 , 7 6 5 0 . 8 2 2 . 9 6 2 . 1 3 7 4 3 . 1 3 7 4 1 . 3 2 P- 6 6 M H - 1 5 6 7 4 0 . 7 0 M H - 1 5 5 7 3 9 . 7 1 0 . 0 0 1 4 9 8 6 6 1 . 0 0 1 5 i n c h 0 . 0 1 1 3 , 2 9 7 1 . 4 5 2 . 9 5 1 . 5 1 7 4 1 . 3 2 7 4 0 . 3 6 P- 1 7 M H - 1 5 5 7 3 9 . 7 1 M H - 1 5 1 7 3 6 . 3 1 0 . 0 0 1 5 0 0 2 , 2 6 7 . 0 0 1 5 i n c h 0 . 0 1 1 3 , 6 4 6 1 . 5 8 2 . 9 6 1 . 3 7 7 4 0 . 3 6 7 3 7 . 2 5 P- 5 9 M H - 1 5 1 7 3 6 . 3 1 M H - 1 4 9 7 3 4 . 7 6 0 . 0 0 1 4 7 1 1 , 0 5 4 . 0 0 1 5 i n c h 0 . 0 1 1 6 , 2 0 2 2 . 6 7 2 . 9 3 0 . 2 6 7 3 7 . 2 5 7 3 5 . 4 2 P- 6 0 M H - 1 4 9 7 3 4 . 7 6 M H - 1 4 8 7 3 0 . 0 0 0 . 0 0 7 2 1 2 6 6 0 . 0 0 1 5 i n c h 0 . 0 1 1 6 , 2 0 2 2 . 6 7 6 . 4 8 3 . 8 1 7 3 5 . 4 2 7 3 0 . 7 3 P- 5 8 M H - 1 4 8 7 3 0 . 0 0 M H - 5 4 7 2 9 . 0 0 0 . 0 0 2 9 9 4 3 3 4 . 0 0 1 5 i n c h 0 . 0 1 1 6 , 2 0 2 2 . 6 7 4 . 1 8 1 . 5 1 7 3 0 . 7 3 7 2 9 . 6 6 P- 5 2 M H - 6 8 6 7 4 . 7 2 M H - 6 7 6 7 3 . 5 5 0 . 0 0 2 0 0 6 5 8 3 . 3 9 1 8 i n c h 0 . 0 1 1 2 4 , 9 8 1 9 . 8 6 5 . 5 6 - 4 . 3 0 6 7 8 . 5 8 6 7 4 . 7 6 P- 5 3 M H - 6 7 6 7 3 . 5 5 M H - 6 3 6 5 0 . 0 3 0 . 0 1 1 0 9 4 2 , 1 2 0 . 0 0 1 8 i n c h 0 . 0 1 1 2 5 , 1 3 4 9 . 9 1 1 3 . 0 8 3 . 1 7 6 7 4 . 7 6 6 5 1 . 0 1 P- 4 9 M H - 5 2 7 2 5 . 6 2 M H - 5 1 7 2 2 . 5 1 0 . 0 0 6 6 4 5 4 6 8 . 0 0 1 8 i n c h 0 . 0 1 1 9 , 8 0 5 4 . 5 7 1 0 . 1 2 5 . 5 5 7 2 6 . 4 4 7 2 3 . 2 2 P- 5 0 M H - 5 3 7 2 7 . 9 5 M H - 5 2 7 2 5 . 6 2 0 . 0 0 4 8 1 4 4 8 4 . 0 0 1 8 i n c h 0 . 0 1 1 9 , 8 0 5 4 . 5 7 8 . 6 1 4 . 0 4 7 2 8 . 7 7 7 2 6 . 4 0 P- 4 6 M H - 6 2 7 8 4 . 8 8 M H - 6 1 7 8 2 . 5 2 0 . 0 0 4 9 8 9 4 7 3 . 0 0 1 8 i n c h 0 . 0 1 1 2 , 1 4 8 1 . 1 1 8 . 7 7 7 . 6 6 7 8 5 . 2 7 7 8 2 . 8 8 P- 4 7 M H - 6 1 7 8 2 . 5 2 M H - 6 0 7 7 2 . 5 2 0 . 0 2 5 0 0 0 4 0 0 . 0 0 1 8 i n c h 0 . 0 1 1 2 , 1 4 8 1 . 1 1 1 9 . 6 3 1 8 . 5 2 7 8 2 . 9 1 7 7 2 . 7 6 P- 8 M H - 5 5 7 3 4 . 6 2 M H - 5 4 7 2 9 . 1 0 0 . 0 2 1 9 0 5 2 5 2 . 0 0 1 8 i n c h 0 . 0 1 1 2 , 3 7 2 1 . 2 0 1 8 . 3 7 1 7 . 1 7 7 3 5 . 0 3 7 2 9 . 5 9 P- 1 3 M H - 5 6 7 3 6 . 2 3 M H - 5 5 7 3 4 . 6 2 0 . 0 0 5 0 4 7 3 1 9 . 0 0 1 8 i n c h 0 . 0 1 1 2 , 3 7 2 1 . 2 0 8 . 8 2 7 . 6 2 7 3 6 . 6 4 7 3 4 . 9 9 P- 1 2 M H - 5 7 7 4 5 . 3 0 M H - 5 6 7 3 6 . 2 3 0 . 0 2 2 6 7 5 4 0 0 . 0 0 1 8 i n c h 0 . 0 1 1 2 , 3 7 2 1 . 2 0 1 8 . 6 9 1 7 . 4 9 7 4 5 . 7 1 7 3 6 . 4 9 P- 1 1 M H - 5 8 7 5 4 . 3 7 M H - 5 7 7 4 5 . 3 0 0 . 0 2 2 6 7 5 4 0 0 . 0 0 1 8 i n c h 0 . 0 1 1 2 , 3 7 2 1 . 2 0 1 8 . 6 9 1 7 . 4 9 7 5 4 . 7 8 7 4 5 . 5 6 P- 1 0 M H - 5 9 7 6 3 . 4 5 M H - 5 8 7 5 4 . 3 7 0 . 0 2 2 7 0 0 4 0 0 . 0 0 1 8 i n c h 0 . 0 1 1 2 , 1 4 8 1 . 1 1 1 8 . 7 0 1 7 . 5 9 7 6 3 . 8 4 7 5 4 . 7 8 P- 9 M H - 6 0 7 7 2 . 5 2 M H - 5 9 7 6 3 . 4 5 0 . 0 2 2 6 7 5 4 0 0 . 0 0 1 8 i n c h 0 . 0 1 1 2 , 1 4 8 1 . 1 1 1 8 . 6 9 1 7 . 5 8 7 7 2 . 9 1 7 6 3 . 7 0 P- 4 8 M H - 5 4 7 2 8 . 8 0 M H - 5 3 7 2 8 . 0 0 0 . 0 0 5 4 7 9 1 4 6 . 0 0 1 8 i n c h 0 . 0 1 1 8 , 8 8 7 4 . 2 5 9 . 1 9 4 . 9 4 7 2 9 . 5 9 7 2 8 . 7 2 P- 5 1 M H - 5 1 7 2 2 . 5 1 M H - 1 6 5 7 0 7 . 2 0 0 . 0 1 5 7 8 4 9 7 0 . 0 0 1 8 i n c h 0 . 0 1 1 9 , 8 0 5 4 . 5 7 1 5 . 6 0 1 1 . 0 2 7 2 3 . 3 3 7 0 8 . 0 9 P- 2 M H - 4 3 6 4 0 . 6 1 M H - 4 1 6 2 6 . 8 8 0 . 0 1 5 9 1 0 8 6 3 . 0 0 2 4 i n c h 0 . 0 1 1 5 9 , 8 5 8 2 2 . 3 8 3 3 . 7 2 1 1 . 3 4 6 4 2 . 3 0 6 2 8 . 0 7 P- 3 M H - 4 5 6 4 8 . 4 1 M H - 4 3 6 4 0 . 6 1 0 . 0 1 5 9 1 8 4 9 0 . 0 0 2 4 i n c h 0 . 0 1 1 5 9 , 3 6 9 2 2 . 2 4 3 3 . 7 3 1 1 . 4 9 6 5 0 . 0 9 6 4 2 . 3 0 P- 7 M H - 1 6 5 7 0 7 . 2 0 M H - 4 5 6 6 1 . 1 2 0 . 0 1 8 4 5 4 2 , 4 9 7 . 0 0 1 8 i n c h 0 . 0 1 1 1 0 , 4 2 5 5 . 3 4 1 6 . 8 6 1 1 . 5 3 7 0 8 . 0 9 6 6 1 . 7 0 P- 4 2 M H - 6 3 6 5 0 . 0 3 M H - 4 5 6 4 8 . 6 1 0 . 0 1 1 0 0 8 1 2 9 . 0 0 2 1 i n c h 0 . 0 1 1 2 6 , 7 9 4 1 0 . 4 4 1 9 . 6 5 9 . 2 0 6 5 1 . 2 3 6 5 0 . 0 9 P- 7 3 M H - 4 1 6 2 6 . 8 8 M H - 3 9 6 1 8 . 3 6 0 . 0 0 8 9 5 9 9 5 1 . 0 0 2 4 i n c h 0 . 0 1 1 5 9 , 8 5 8 2 2 . 3 8 2 5 . 3 0 2 . 9 2 6 2 8 . 5 7 6 2 0 . 0 7 P- 7 6 M H - 3 9 6 1 8 . 3 6 M H - 3 6 6 0 4 . 1 7 0 . 0 0 8 9 4 7 1 , 5 8 6 . 0 0 2 4 i n c h 0 . 0 1 1 6 1 , 4 7 7 2 2 . 9 9 2 5 . 2 9 2 . 3 0 6 2 0 . 0 7 6 0 5 . 8 8 Pa g e 3 2 Sc e n a r i o : A L T E R N A T E 3 Gr a v i t y P i p e R e p o r t Ti t l e : C i t y o f B a k e r s f i e l d N E S e w e r S t u d y p: \ . . . \ c a l c s \ s e w e r c a d \ a d 9 3 - 1 r e v \ a d 9 3 - 1 r e v 2 . s w r 06 / 0 2 / 0 5 0 5 : 4 9 : 0 6 P M Me y e r C i v i l E n g i n e e r i n g , I n c . © H a e s t a d M e t h o d s , I n c . 3 7 B r o o k s i d e R o a d W a t e r b u r y , C T 0 6 7 0 8 U S A + 1 - 2 0 3 - 7 5 5 - 1 6 6 6 Project Engineer: Richard Meyer SewerCAD v5.5 [5.5008]Page 3 of 3 La b e l U p s t r e a m No d e Up s t r e a m In v e r t El e v a t i o n (f t ) Do w n s t r e a m No d e Do w n s t r e a m In v e r t El e v a t i o n (f t ) Co n s t r u c t e d Sl o p e (f t / f t ) Le n g t h (f t ) Se c t i o n Si z e Ma n n i n g s n Sy s t e m Po p u l a t i o n (c a p i t a ) To t a l F l o w (c f s ) De s i g n Ca p a c i t y (c f s ) Excess DesignCapacity(cfs)Hydraulic GradeLine In(ft)Hydraulic GradeLine Out(ft) P- 7 7 M H - 3 6 6 0 4 . 1 7 M H - 3 2 5 8 4 . 2 9 0 . 0 0 8 9 5 9 2 , 2 1 9 . 0 0 2 4 i n c h 0 . 0 1 1 6 1 , 9 1 6 2 3 . 1 4 2 5 . 3 0 2 . 1 6 6 0 5 . 8 8 5 8 6 . 0 0 P- 7 4 M H - 3 2 5 8 4 . 2 9 M H - 2 8 5 6 3 . 2 3 0 . 0 0 8 9 5 0 2 , 3 5 3 . 0 0 2 4 i n c h 0 . 0 1 1 6 2 , 1 7 5 2 3 . 2 5 2 5 . 2 9 2 . 0 4 5 8 6 . 0 0 5 6 4 . 9 5 P- 7 5 M H - 2 8 5 6 3 . 2 3 M H - 2 2 5 3 5 . 3 6 0 . 0 0 8 9 5 6 3 , 1 1 2 . 0 0 2 4 i n c h 0 . 0 1 1 6 2 , 3 0 0 2 3 . 3 1 2 5 . 3 0 1 . 9 9 5 6 4 . 9 5 5 3 6 . 8 7 P- 6 1 M H - 2 2 5 3 5 . 2 6 M H - 2 1 5 3 1 . 5 6 0 . 0 0 8 9 5 9 4 1 3 . 0 0 2 4 i n c h 0 . 0 1 1 6 2 , 3 0 0 2 3 . 3 1 2 5 . 3 0 1 . 9 9 5 3 6 . 9 8 5 3 3 . 0 7 P- 1 M H - 2 0 5 3 0 . 7 0 M H - 1 5 5 0 6 . 9 4 0 . 0 0 9 0 4 8 2 , 6 2 6 . 0 0 2 4 i n c h 0 . 0 1 1 6 4 , 7 5 2 2 4 . 0 3 2 5 . 4 3 1 . 4 0 5 3 2 . 4 4 5 0 8 . 4 9 P- 4 M H - 2 1 5 3 1 . 4 6 M H - 2 0 5 3 0 . 7 0 0 . 0 0 8 9 4 1 8 5 . 0 0 2 4 i n c h 0 . 0 1 1 6 4 , 7 5 2 2 4 . 0 3 2 5 . 2 8 1 . 2 5 5 3 3 . 2 0 5 3 2 . 2 7 P- 6 2 M H - 1 5 5 0 6 . 5 4 M H - 1 1 4 8 7 . 9 8 0 . 0 0 7 2 5 3 2 , 5 5 9 . 0 0 3 0 i n c h 0 . 0 1 1 6 5 , 6 8 0 2 4 . 3 0 4 1 . 2 8 1 6 . 9 8 5 0 8 . 2 2 4 8 9 . 3 6 P- 6 3 M H - 1 1 4 8 7 . 8 8 O - 1 4 8 5 . 7 1 0 . 0 1 2 5 4 3 1 7 3 . 0 0 3 0 i n c h 0 . 0 1 1 6 5 , 6 8 0 2 4 . 3 0 5 4 . 2 9 2 9 . 9 9 4 8 9 . 5 6 4 8 6 . 9 0 Pa g e 3 3 Scenario: ALTERNATE3 Manhole Report Title: City of Bakersfield NE Sewer Study p:\...\calcs\sewercad\ad93-1rev\ad93-1rev2.swr 06/02/05 05:49:57 PM Meyer Civil Engineering, Inc. © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Project Engineer: Richard Meyer SewerCAD v5.5 [5.5008] Page 1 of 2 LabelGround Elevation (ft) Rim Elevation (ft) Sump Elevation (ft) Sanitary Unit Load Type Sanitary Unit Load Count Sanitary Unit Load Units Total Flow (cfs) Depth In (ft) Depth Out (ft) Structure Diameter (ft) MH-164851.10851.10837.60<Composite>N/AN/A0.800.370.374.00 MH-163844.70844.70833.33<None>N/AN/A0.800.370.374.00 MH-123836.30836.30826.03<None>N/AN/A0.800.370.374.00 MH-122832.50832.50822.40<None>N/AN/A0.800.370.374.00 MH-121824.20824.20814.88<Composite>N/AN/A1.030.460.464.00 MH-118829.50829.50813.76<Composite>N/AN/A1.140.520.524.00 MH-119826.10826.10812.61<None>N/AN/A2.020.610.614.00 MH-117823.20823.20812.03<None>N/AN/A2.020.610.614.00 MH-116815.60815.60806.86<None>N/AN/A2.020.610.614.00 MH-115812.00812.00800.06<None>N/AN/A2.020.610.614.00 MH-114804.30804.30796.30<None>N/AN/A2.020.610.614.00 MH-113797.00797.00790.98<None>N/AN/A2.020.610.614.00 MH-112797.00797.00788.73Single Family (LR)94.67acres2.390.660.664.00 MH-111794.20794.20784.83<None>N/AN/A2.390.660.664.00 MH-110789.50789.50780.83<None>N/AN/A2.390.660.664.00 MH-109783.10783.10776.31<None>N/AN/A2.390.660.664.00 MH-108784.80784.80774.81<None>N/AN/A2.390.660.664.00 MH-107781.20781.20772.47<None>N/AN/A2.390.660.664.00 MH-106778.80778.80769.91<None>N/AN/A2.390.660.664.00 MH-129784.80784.80776.71<Composite>N/AN/A4.900.910.914.00 MH-105776.80776.80767.91<None>N/AN/A2.390.990.994.00 MH-128779.00779.00768.38<None>N/AN/A4.901.841.844.00 MH-104782.30782.30766.16<Composite>N/AN/A2.962.212.214.00 MH-127770.90770.90760.82<None>N/AN/A4.904.594.594.00 MH-100782.10782.10761.25<Composite>N/AN/A3.304.554.554.00 MH-126772.00772.00758.56<None>N/AN/A7.755.285.284.00 MH-159683.00683.00674.85Single Family (LR)50.46acres2.930.730.734.00 MH-141575.00575.00567.05<Composite>N/AN/A2.730.710.714.00 MH-62788.70788.70784.88Single Family (SR)35.71acres1.110.390.394.00 MH-61792.30792.30782.52<None>N/AN/A1.110.390.394.00 MH-60783.10783.10772.52<None>N/AN/A1.110.390.394.00 MH-158754.10754.10742.68Single Family (LR)169.72acres0.820.450.454.00 MH-86769.80769.80753.00<Composite>N/AN/A0.680.320.324.00 MH-59774.90774.90763.45<None>N/AN/A1.110.390.394.00 MH-156756.00756.00740.70<Composite>N/AN/A1.450.620.624.00 MH-85746.90746.90729.00<Composite>N/AN/A1.280.450.454.00 MH-98782.70782.70767.44<Composite>N/AN/A0.790.370.374.00 MH-58764.90764.90754.37Single Family (LR)21.57acres1.200.410.414.00 MH-155752.20752.20739.71Single Family (LR)33.47acres1.580.650.654.00 MH-84725.00725.00715.06<None>N/AN/A1.280.570.574.00 MH-97771.90771.90751.84Commercial (Area)18.77acres0.970.410.414.00 MH-57756.30756.30745.30<None>N/AN/A1.200.410.414.00 MH-151748.80748.80736.31<Composite>N/AN/A2.670.940.944.00 MH-82743.30743.30712.88<Composite>N/AN/A2.560.720.724.00 MH-90750.00750.00732.86<Composite>N/AN/A2.420.670.674.00 MH-56747.20747.20736.23<None>N/AN/A1.200.410.414.00 MH-149748.00748.00734.76<None>N/AN/A2.670.660.664.00 NMH-100764.40764.40756.90<Composite>N/AN/A5.211.151.154.00 MH-79725.20725.20708.92<Composite>N/AN/A5.521.221.224.00 MH-88745.20745.20721.00<None>N/AN/A2.420.670.674.00 MH-55746.80746.80734.62<None>N/AN/A1.200.410.414.00 MH-148741.00741.00730.00<None>N/AN/A2.670.730.734.00 NMH-101770.00770.00751.67<None>N/AN/A5.210.880.884.00 MH-76713.80713.80705.01<Composite>N/AN/A8.191.111.114.00 Page 34 Scenario: ALTERNATE3 Manhole Report Title: City of Bakersfield NE Sewer Study p:\...\calcs\sewercad\ad93-1rev\ad93-1rev2.swr 06/02/05 05:49:57 PM Meyer Civil Engineering, Inc. © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Project Engineer: Richard Meyer SewerCAD v5.5 [5.5008] Page 2 of 2 LabelGround Elevation (ft) Rim Elevation (ft) Sump Elevation (ft) Sanitary Unit Load Type Sanitary Unit Load Count Sanitary Unit Load Units Total Flow (cfs) Depth In (ft) Depth Out (ft) Structure Diameter (ft) MH-73706.20706.20695.62Single Family (LR)140.44acres0.690.400.404.00 MH-54744.10744.10728.80<Composite>N/AN/A4.250.790.794.00 NMH-102740.90740.90733.40<None>N/AN/A5.210.880.884.00 MH-74725.30725.30693.96<Composite>N/AN/A9.241.181.184.00 MH-53746.20746.20727.95Multi Family (LMR)76.50acres4.570.820.824.00 NMH-103725.20725.20717.70<None>N/AN/A5.210.940.944.00 MH-69693.80693.80679.30<Composite>N/AN/A9.861.771.774.00 MH-52740.40740.40725.62<None>N/AN/A4.570.820.824.00 NMH-104718.23718.23710.73<None>N/AN/A5.210.880.884.00 MH-68698.50698.50674.72<None>N/AN/A9.863.863.864.00 MH-51738.00738.00722.51<None>N/AN/A4.570.820.824.00 NMH-105706.00706.00698.50<None>N/AN/A5.211.151.154.00 MH-67696.30696.30673.55Multi Family (HMR)7.63acres9.911.211.214.00 MH-165720.50720.50707.20<Composite>N/AN/A5.340.890.894.00 NMH-106701.48701.48691.00<Composite>N/AN/A8.371.121.124.00 MH-63663.70663.70650.03<Composite>N/AN/A10.441.201.204.00 MH-45672.00672.00648.41Single Family (LR)48.48acres22.241.681.684.00 MH-43669.80669.80640.61<Composite>N/AN/A22.381.691.694.00 MH-41658.90658.90626.88<None>N/AN/A22.381.691.694.00 MH-39646.80646.80618.36<Composite>N/AN/A22.991.711.714.00 MH-36632.50632.50604.17<Composite>N/AN/A23.141.711.714.00 MH-32615.20615.20584.29<Composite>N/AN/A23.251.711.714.00 MH-28580.00580.00563.23<Composite>N/AN/A23.311.721.724.00 MH-22547.90547.90535.26<None>N/AN/A23.311.721.724.00 MH-21546.60546.60531.46<Composite>N/AN/A24.031.741.744.00 MH-20546.20546.20530.70<None>N/AN/A24.031.741.744.00 MH-15520.90520.90506.54<Composite>N/AN/A24.301.681.684.00 MH-11500.70500.70487.88<None>N/AN/A24.301.681.684.00 Page 35 Scenario: ALTERNATE3 Pressure Pipe Report Title: City of Bakersfield NE Sewer Study p:\...\calcs\sewercad\ad93-1rev\ad93-1rev2.swr 06/02/05 05:50:33 PM Meyer Civil Engineering, Inc. © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Project Engineer: Richard Meyer SewerCAD v5.5 [5.5008] Page 1 of 1 LabelUpstream Node Upstream Invert Elevation(ft) Downstream Node Downstream Invert Elevation(ft) Length (ft) Diameter (in) Minor Loss Coefficient Pressure Flow (cfs) Velocity (ft/s) Pressure Pipe Headloss(ft) FM-6WW-2667.71PMP-2686.2096.0012.00.003.324.220.44 FM-7PMP-2686.20J-15683.00236.0012.00.003.324.221.09 FM-8J-15683.00MH-129776.713,244.0012.00.003.324.2214.98 FM-1WW-1559.81PMP-1577.0025.0012.00.002.963.770.09 FM-2PMP-1577.00J-20575.00117.0012.00.002.963.770.44 FM-5J-20575.00MH-159674.855,475.0012.00.002.963.7720.51 FM-3WW-3751.63PMP-3763.5050.0015.00.000.820.670.01 FM-4PMP-3763.50J-9771.20252.0015.00.000.820.670.03 FM-9J-9771.20MH-62784.884,471.0018.00.000.820.470.22 FM-12WW-3751.63NPMP-1763.5020.0015.00.006.925.640.12 FM-13NPMP-1763.50O-2776.502,200.0015.03.506.925.6415.11 Page 36 Scenario: ALTERNATE3 Pump Report Title: City of Bakersfield NE Sewer Study p:\...\calcs\sewercad\ad93-1rev\ad93-1rev2.swr 06/02/05 05:51:03 PM Meyer Civil Engineering, Inc. © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Project Engineer: Richard Meyer SewerCAD v5.5 [5.5008] Page 1 of 2 LabelTo Pipe Ground Elevation (ft) Pump Type Shutoff Head (ft) Shutoff Discharge (cfs) Design Head (ft) Design Discharge (cfs) Maximum Operating Head(ft) Pressure Flow (cfs) Intake Pump Pressure(psi) PMP-2FM-7686.20Design Point (1 Point)200.000.00150.002.670.003.32-6.68 PMP-1FM-2577.00Design Point (1 Point)204.000.00153.002.560.002.96-6.79 PMP-3FM-4763.50Design Point (1 Point)30.670.0023.000.830.000.82-0.00 NPMP-1FM-13763.50Design Point (1 Point)40.000.0030.006.750.006.92-0.05 Page 37 Scenario: ALTERNATE3 Pump Report Title: City of Bakersfield NE Sewer Study p:\...\calcs\sewercad\ad93-1rev\ad93-1rev2.swr 06/02/05 05:51:03 PM Meyer Civil Engineering, Inc. © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Project Engineer: Richard Meyer SewerCAD v5.5 [5.5008] Page 2 of 2 Discharge Pump Pressure(psi) Pump Head (ft) 46.54123.01 51.83135.48 10.0123.13 12.7029.48 Page 38 NORTHEAST SEWER STUDY ALTERNATE 1 SERVICE AREAS Service Area NameRouted to ManholeLand UseArea, AC N1NMH-1LR235.59 N2NMH-1LR23.09 N3NMH-1LR14.47 N6NMH-1LR85.22 N8NMH-1LR322.79 N12NMH-10LR392.7 N14NMH-10ER48.53 N15NMH-10LR94.13 N16NMH-10LR99.01 N129NMH-106LR250.42 N129NMH-106LR239.34 N130NMH-106GC49.86 N131NMH-106HMR61.92 N21NMH-11LR81.5 N22NMH-11ER133.46 N23NMH-11RR435.86 N24NMH-11R-EA117.12 N25NMH-11LR122.53 N26NMH-11SR22.05 N27NMH-11LR606.19 N28NMH-11RR37.19 N28aNMH-11RR38.48 N29NMH-12LR81.06 N30NMH-12RR196.8 N31NMH-12LR249.23 N32NMH-12SR98.18 N33NMH-12GC13.43 N33NMH-12SR103.66 N34NMH-12ER192.5 N34NMH-12SR87.37 N7NMH-2LR115.7 N35NMH-21R-EA615.17 N126NMH-23RR32.98 N127NMH-23ER20.69 N128NMH-23LMR24.27 N36NMH-23R-EA349.31 N37NMH-23R-MP282.71 N38NMH-23RR45.48 N39NMH-23R-MP69.6 N40NMH-25R-MP154.87 N41NMH-26SR173.29 N42NMH-27ER202.22 N43NMH-28R-MP62.74 N9NMH-3LR89.38 N43NMH-31RR140.94 N44NMH-31ER45.41 N45NMH-31R-MP321.31 N46NMH-32R-MP102.42 N47NMH-33R-MP15.21 N48NMH-33SR21.4 N49NMH-33SR195.17 N50NMH-33ER20.69 N51NMH-34RR17.71 Meyer Civil Engineering, Inc. 110 S. Montclair St #104, Bakersfield, CA 93309 Page 1 of 3SERVICEAREAS-new Page 39 NORTHEAST SEWER STUDY ALTERNATE 1 SERVICE AREAS Service Area NameRouted to ManholeLand UseArea, AC N52NMH-34ER44.73 N53NMH-35ER40.21 N55NMH-36SR57.43 N56NMH-36GC9.12 N57NMH-37SR35.8 N54NMH-38SR450.65 N55NMH-38SI57.5 N56NMH-38HI31.92 N1NMH-4LR24.16 N58NMH-40SI135.93 N59NMH-41R-IA139.77 N68NMH-41LI19.37 N60NMH-42R-MP189.79 N61NMH-42R-MP494.59 N62NMH-42R-IA129.78 N63NMH-43R-IA83.46 N64NMH-43RR52.26 N65NMH-43ER58.68 N66NMH-43ER153.14 N67NMH-43R-IA62.97 N69NMH-44RR173.47 N70NMH-44GC44.01 N71NMH-44HMR9.43 N72NMH-44SI4.88 N73NMH-44GC9.84 N74NMH-44RR25.28 N75NMH-44ER75.86 N76NMH-44RR16.1 N77NMH-44LI3.02 N78NMH-45R-IA157.89 N79NMH-45SI126.14 N80NMH-45SR47.33 N81NMH-45R-IA100.32 N82NMH-46ER38.18 N83NMH-46SR96.32 N84NMH-46ER5.54 N85NMH-46RR12.28 N86NMH-46LMR/LR42.88 N87NMH-46GC1.71 N88NMH-46SR/LR163.52 N89NMH-47PS17.23 N91NMH-47LMR13.45 N92NMH-47GC5.41 N93NMH-47SR42.37 N94NMH-47ER36.92 N95NMH-47R-IA9.92 N96NMH-47RR208.07 N100NMH-48LI5.08 N101NMH-48HMR18.79 N102NMH-48HI18.33 N102NMH-48LI9.72 N103NMH-48R-IA80.78 N96NMH-48R-IA78.83 Meyer Civil Engineering, Inc. 110 S. Montclair St #104, Bakersfield, CA 93309 Page 2 of 3SERVICEAREAS-new Page 40 NORTHEAST SEWER STUDY ALTERNATE 1 SERVICE AREAS Service Area NameRouted to ManholeLand UseArea, AC N97NMH-48LR83.02 N98NMH-48LR80.23 N99NMH-48GC19.91 ~NMH-49R-1 (Population)50000 N1NMH-5LR98.69 N10NMH-6LR93.81 N13NMH-6LR109.36 N17NMH-6LR59.08 N113bNMH-60RR82.9 N113aNMH-61RR150.07 N112NMH-62R-IA159.2 N107NMH-63R-IA78.61 N108NMH-63RR38.72 N109NMH-63SR15.89 N110NMH-63SI1.24 N111NMH-63GC0.77 N104NMH-64R-IA58.45 N105NMH-64R-IA95.76 N106NMH-64RR19.11 N11NMH-8LR91.6 N18NMH-8LR164.39 N19NMH-8HC40.46 N20NMH-8LR3.08 Meyer Civil Engineering, Inc. 110 S. Montclair St #104, Bakersfield, CA 93309 Page 3 of 3SERVICEAREAS-new Page 41 Pa g e 4 2 Pa g e 4 3 Pa g e 4 4 Pa g e 4 5 Pa g e 4 6 Pa g e 4 7 Sc e n a r i o : A L T E R N A T E 1 Gr a v i t y P i p e R e p o r t Ti t l e : N o r t h e a s t S e w e r S t u d y - A l t e r n a t e # 1 p: \ . . . \ c a l c s \ s e w e r c a d \ n e w - a l t 1 \ n e s t d y - n e w . s w r 06 / 0 2 / 0 5 1 2 : 5 4 : 4 3 P M Me y e r C i v i l E n g i n e e r i n g , I n c . © H a e s t a d M e t h o d s , I n c . 3 7 B r o o k s i d e R o a d W a t e r b u r y , C T 0 6 7 0 8 U S A + 1 - 2 0 3 - 7 5 5 - 1 6 6 6 Project Engineer: Richard Meyer SewerCAD v5.5 [5.5008]Page 1 of 2 La b e l U p s t r e a m No d e Up s t r e a m In v e r t El e v a t i o n (f t ) Do w n s t r e a m No d e Do w n s t r e a m In v e r t El e v a t i o n (f t ) Co n s t r u c t e d Sl o p e (% ) Le n g t h (f t ) Se c t i o n Si z e Ma n n i n g s n Sy s t e m Po p u l a t i o n (c a p i t a ) To t a l F l o w (c f s ) De s i g n Ca p a c i t y (c f s ) Excess DesignCapacity(cfs)Hydraulic GradeLine In(ft)Hydraulic GradeLine Out(ft) NP - 2 2 N M H - 1 1 , 2 4 1 . 1 7 N M H - 2 1 , 1 7 8 . 1 9 3 . 7 4 2 1 , 6 8 3 . 0 0 1 0 i n c h 0 . 0 1 1 7 , 0 8 4 2 . 8 8 5 . 0 1 2 . 1 3 1 , 2 4 1 . 6 2 1 , 1 7 8 . 7 0 NP - 8 2 N M H - 2 1 , 1 7 8 . 1 9 N M H - 3 1 , 1 1 1 . 1 7 3 . 5 0 0 1 , 9 1 5 . 0 0 1 0 i n c h 0 . 0 1 1 8 , 2 8 7 3 . 3 1 4 . 8 4 1 . 5 3 1 , 1 7 8 . 7 0 1 , 1 1 1 . 6 7 NP - 8 3 N M H - 3 1 , 0 6 5 . 2 7 N M H - 4 9 8 1 . 1 7 3 . 5 0 0 2 , 4 0 3 . 0 0 1 0 i n c h 0 . 0 1 1 9 , 2 1 7 3 . 6 5 4 . 8 4 1 . 2 0 1 , 0 6 5 . 8 1 9 8 1 . 8 1 NP - 5 0 N M H - 4 9 8 1 . 1 7 N M H - 5 9 3 6 . 1 7 2 . 3 5 7 1 , 9 0 9 . 0 0 1 0 i n c h 0 . 0 1 1 9 , 4 6 8 3 . 7 3 3 . 9 8 0 . 2 4 9 8 1 . 8 1 9 3 6 . 8 1 NP - 7 6 N M H - 5 8 9 2 . 7 8 N M H - 6 8 1 6 . 1 7 3 . 5 0 0 2 , 1 8 9 . 0 0 1 0 i n c h 0 . 0 1 1 1 0 , 4 9 5 4 . 1 0 4 . 8 4 0 . 7 5 8 9 3 . 3 7 8 1 6 . 7 5 NP - 7 7 N M H - 6 8 1 5 . 7 5 N M H - 7 8 0 5 . 0 0 0 . 4 8 6 2 , 2 1 4 . 0 0 1 5 i n c h 0 . 0 1 1 1 3 , 2 2 2 5 . 0 4 5 . 3 2 0 . 2 8 8 1 6 . 7 2 8 0 5 . 9 7 NP - 4 1 N M H - 7 8 0 5 . 0 0 N M H - 8 7 7 5 . 7 5 1 . 7 4 7 1 , 6 7 4 . 0 0 1 5 i n c h 0 . 0 1 1 1 3 , 2 2 2 5 . 0 4 1 0 . 0 9 5 . 0 5 8 0 5 . 6 2 7 7 6 . 3 7 P- 1 1 1 N M H - 8 7 4 1 . 6 1 M H - 9 9 7 2 5 . 7 5 2 . 0 0 0 7 9 3 . 0 0 1 5 i n c h 0 . 0 1 1 1 5 , 9 1 6 6 . 3 1 1 0 . 8 0 4 . 4 8 7 4 2 . 3 0 7 2 6 . 4 4 P- 1 1 2 M H - 9 9 6 8 7 . 7 5 N M H - 9 6 7 0 . 7 5 2 . 0 0 0 8 5 0 . 0 0 1 5 i n c h 0 . 0 1 1 1 5 , 9 1 6 6 . 3 1 1 0 . 8 0 4 . 4 8 6 8 8 . 4 4 6 7 1 . 4 4 P- 1 0 9 N M H - 9 6 5 9 . 0 3 M H - 9 8 6 5 0 . 7 5 2 . 0 0 0 4 1 4 . 0 0 1 5 i n c h 0 . 0 1 1 1 5 , 9 1 6 6 . 3 1 1 0 . 8 0 4 . 4 8 6 5 9 . 7 2 6 5 1 . 4 4 P- 1 1 0 M H - 9 8 6 3 5 . 3 1 N M H - 1 0 6 2 5 . 7 5 2 . 0 0 0 4 7 8 . 0 0 1 5 i n c h 0 . 0 1 1 1 5 , 9 1 6 6 . 3 1 1 0 . 8 0 4 . 4 8 6 3 6 . 0 0 6 2 6 . 4 4 P- 1 0 7 N M H - 1 0 6 1 2 . 4 1 M H - 9 7 6 0 0 . 7 5 2 . 0 0 0 5 8 3 . 0 0 1 5 i n c h 0 . 0 1 1 2 2 , 0 7 2 8 . 3 7 1 0 . 8 0 2 . 4 2 6 1 3 . 2 4 6 0 1 . 5 8 P- 1 0 8 M H - 9 7 5 8 2 . 1 7 N M H - 1 1 5 7 0 . 7 5 2 . 0 0 0 5 7 1 . 0 0 1 5 i n c h 0 . 0 1 1 2 2 , 0 7 2 8 . 3 7 1 0 . 8 0 2 . 4 2 5 8 3 . 0 0 5 7 1 . 5 8 NP - 2 9 N M H - 1 1 5 7 0 . 5 0 N M H - 1 2 5 5 5 . 5 0 2 . 0 8 9 7 1 8 . 0 0 1 8 i n c h 0 . 0 1 1 3 2 , 6 7 7 1 1 . 8 2 1 7 . 9 4 6 . 1 3 5 7 1 . 3 9 5 6 0 . 2 7 NP - 4 N M H - 1 2 5 5 4 . 5 0 W W - 1 5 5 4 . 1 8 0 . 1 0 0 3 2 3 . 0 0 3 0 i n c h 0 . 0 1 1 3 8 , 8 7 4 1 3 . 9 4 1 5 . 3 3 1 . 3 9 5 6 0 . 2 7 5 6 0 . 0 0 NP - 1 7 N M H - 2 1 9 5 9 . 2 5 N M H - 2 2 9 3 7 . 2 6 1 . 0 0 0 2 , 1 9 9 . 0 0 2 1 i n c h 0 . 0 1 1 4 5 , 2 7 2 1 5 . 8 9 1 8 . 7 2 2 . 8 3 9 6 0 . 4 9 9 3 8 . 5 0 P- 9 7 N M H - 2 2 9 0 5 . 8 3 M H - 9 2 8 9 5 . 2 5 1 . 0 0 0 1 , 0 5 8 . 0 0 2 1 i n c h 0 . 0 1 1 4 5 , 2 7 2 1 5 . 8 9 1 8 . 7 2 2 . 8 3 9 0 7 . 0 7 8 9 6 . 4 9 P- 9 8 M H - 9 2 8 8 0 . 7 8 N M H - 2 3 8 7 0 . 2 5 1 . 0 0 0 1 , 0 5 3 . 0 0 2 1 i n c h 0 . 0 1 1 4 5 , 2 7 2 1 5 . 8 9 1 8 . 7 2 2 . 8 3 8 8 2 . 0 2 8 7 1 . 4 9 P- 9 9 N M H - 2 3 8 6 9 . 5 0 M H - 9 3 8 5 9 . 4 1 0 . 7 5 0 1 , 3 4 6 . 0 0 3 0 i n c h 0 . 0 1 1 7 1 , 4 1 9 2 3 . 6 4 4 1 . 9 8 1 8 . 3 4 8 7 0 . 8 4 8 6 0 . 7 5 P- 1 0 0 M H - 9 3 8 4 2 . 9 3 N M H - 2 4 8 2 9 . 5 0 1 . 0 0 0 1 , 3 4 3 . 0 0 3 0 i n c h 0 . 0 1 1 7 1 , 4 1 9 2 3 . 6 4 4 8 . 4 7 2 4 . 8 4 8 4 4 . 1 6 8 3 0 . 7 3 P- 1 0 1 N M H - 2 4 8 0 7 . 1 9 M H - 9 4 7 9 9 . 5 0 1 . 0 0 0 7 6 9 . 0 0 3 0 i n c h 0 . 0 1 1 7 1 , 4 1 9 2 3 . 6 4 4 8 . 4 7 2 4 . 8 4 8 0 8 . 4 2 8 0 0 . 8 4 P- 1 0 2 M H - 9 4 7 9 9 . 5 0 N M H - 2 5 7 9 3 . 8 3 0 . 7 5 0 7 5 6 . 0 0 3 0 i n c h 0 . 0 1 1 7 1 , 4 1 9 2 3 . 6 4 4 1 . 9 8 1 8 . 3 4 8 0 0 . 8 4 7 9 5 . 1 7 P- 1 0 5 N M H - 2 5 7 5 8 . 7 1 M H - 9 6 7 5 4 . 5 0 1 . 0 0 0 4 2 1 . 0 0 3 0 i n c h 0 . 0 1 1 7 3 , 0 2 9 2 4 . 1 0 4 8 . 4 7 2 4 . 3 7 7 5 9 . 9 6 7 5 5 . 7 5 P- 1 0 6 M H - 9 6 7 4 9 . 0 0 M H - 9 5 7 4 4 . 5 0 1 . 0 0 0 4 5 0 . 0 0 3 0 i n c h 0 . 0 1 1 7 3 , 0 2 9 2 4 . 1 0 4 8 . 4 7 2 4 . 3 7 7 5 0 . 2 5 7 4 5 . 7 9 P- 1 0 4 M H - 9 5 7 4 4 . 5 0 N M H - 2 6 7 3 6 . 5 0 0 . 8 8 3 9 0 6 . 0 0 3 0 i n c h 0 . 0 1 1 7 3 , 0 2 9 2 4 . 1 0 4 5 . 5 5 2 1 . 4 5 7 4 5 . 7 9 7 3 7 . 7 9 NP - 2 6 N M H - 3 7 4 9 6 . 2 0 N M H - 3 8 4 8 5 . 3 9 0 . 7 7 5 1 , 3 9 4 . 0 0 3 0 i n c h 0 . 0 1 1 8 2 , 6 8 0 2 7 . 0 9 4 2 . 6 8 1 5 . 6 0 4 9 7 . 6 5 4 8 7 . 0 3 NP - 5 4 N M H - 3 6 5 0 2 . 5 0 N M H - 3 7 4 9 6 . 2 0 0 . 5 0 0 1 , 2 6 0 . 0 0 3 0 i n c h 0 . 0 1 1 8 2 , 4 0 1 2 7 . 0 1 3 4 . 2 7 7 . 2 7 5 0 4 . 1 7 4 9 7 . 8 7 NP - 7 0 N M H - 3 5 5 2 1 . 3 4 N M H - 3 6 5 0 2 . 5 0 1 . 0 0 0 1 , 8 8 4 . 0 0 3 0 i n c h 0 . 0 1 1 8 1 , 9 5 3 2 6 . 8 0 4 8 . 4 7 2 1 . 6 7 5 2 2 . 6 7 5 0 4 . 1 7 NP - 7 1 N M H - 3 4 5 4 2 . 3 4 N M H - 3 5 5 2 3 . 5 0 1 . 0 0 0 1 , 8 8 4 . 0 0 3 0 i n c h 0 . 0 1 1 8 1 , 9 0 1 2 6 . 7 7 4 8 . 4 7 2 1 . 7 0 5 4 3 . 6 7 5 2 4 . 8 3 NP - 4 5 N M H - 3 3 5 7 4 . 3 0 N M H - 3 4 5 4 9 . 5 0 1 . 0 0 0 2 , 4 8 0 . 0 0 3 0 i n c h 0 . 0 1 1 8 1 , 8 2 0 2 6 . 7 3 4 8 . 4 7 2 1 . 7 4 5 7 5 . 6 3 5 5 0 . 8 3 NP - 5 8 N M H - 3 2 5 9 6 . 5 5 N M H - 3 3 5 7 9 . 5 0 1 . 0 0 0 1 , 7 0 5 . 0 0 3 0 i n c h 0 . 0 1 1 7 9 , 9 4 5 2 6 . 1 9 4 8 . 4 7 2 2 . 2 9 5 9 7 . 8 6 5 8 0 . 8 1 NP - 8 0 N M H - 3 1 6 2 5 . 7 9 N M H - 3 2 6 1 4 . 5 0 1 . 0 4 5 1 , 0 8 0 . 0 0 3 0 i n c h 0 . 0 1 1 7 8 , 8 8 0 2 5 . 8 8 4 9 . 5 5 2 3 . 6 7 6 2 7 . 0 7 6 1 5 . 7 8 NP - 8 1 N M H - 3 0 6 3 2 . 3 2 N M H - 3 1 6 2 5 . 7 9 0 . 7 5 0 8 7 1 . 0 0 3 0 i n c h 0 . 0 1 1 7 5 , 2 9 6 2 4 . 8 3 4 1 . 9 8 1 7 . 1 4 6 3 3 . 7 0 6 2 7 . 1 7 NP - 7 3 N M H - 2 9 6 4 4 . 5 0 N M H - 3 0 6 3 2 . 3 2 0 . 7 5 0 1 , 6 2 4 . 0 0 3 0 i n c h 0 . 0 1 1 7 5 , 2 9 6 2 4 . 8 3 4 1 . 9 8 1 7 . 1 4 6 4 5 . 8 8 6 3 3 . 7 0 NP - 6 8 N M H - 2 8 6 5 6 . 0 8 N M H - 2 9 6 4 4 . 5 0 1 . 0 0 0 1 , 1 5 8 . 0 0 3 0 i n c h 0 . 0 1 1 7 5 , 2 9 6 2 4 . 8 3 4 8 . 4 7 2 3 . 6 4 6 5 7 . 3 5 6 4 5 . 8 8 NP - 6 9 N M H - 2 7 6 9 7 . 7 8 N M H - 2 8 6 8 4 . 5 0 1 . 0 0 0 1 , 3 2 8 . 0 0 3 0 i n c h 0 . 0 1 1 7 4 , 6 4 4 2 4 . 6 5 4 8 . 4 7 2 3 . 8 3 6 9 9 . 0 4 6 8 5 . 7 6 NP - 6 5 N M H - 2 6 7 3 3 . 1 5 N M H - 2 7 7 1 9 . 5 0 1 . 0 0 0 1 , 3 6 5 . 0 0 3 0 i n c h 0 . 0 1 1 7 4 , 3 8 1 2 4 . 4 9 4 8 . 4 7 2 3 . 9 8 7 3 4 . 4 1 7 2 0 . 7 6 Pa g e 4 8 Sc e n a r i o : A L T E R N A T E 1 Gr a v i t y P i p e R e p o r t Ti t l e : N o r t h e a s t S e w e r S t u d y - A l t e r n a t e # 1 p: \ . . . \ c a l c s \ s e w e r c a d \ n e w - a l t 1 \ n e s t d y - n e w . s w r 06 / 0 2 / 0 5 1 2 : 5 4 : 4 3 P M Me y e r C i v i l E n g i n e e r i n g , I n c . © H a e s t a d M e t h o d s , I n c . 3 7 B r o o k s i d e R o a d W a t e r b u r y , C T 0 6 7 0 8 U S A + 1 - 2 0 3 - 7 5 5 - 1 6 6 6 Project Engineer: Richard Meyer SewerCAD v5.5 [5.5008]Page 2 of 2 La b e l U p s t r e a m No d e Up s t r e a m In v e r t El e v a t i o n (f t ) Do w n s t r e a m No d e Do w n s t r e a m In v e r t El e v a t i o n (f t ) Co n s t r u c t e d Sl o p e (% ) Le n g t h (f t ) Se c t i o n Si z e Ma n n i n g s n Sy s t e m Po p u l a t i o n (c a p i t a ) To t a l F l o w (c f s ) De s i g n Ca p a c i t y (c f s ) Excess DesignCapacity(cfs)Hydraulic GradeLine In(ft)Hydraulic GradeLine Out(ft) NP - 5 N M H - 3 8 4 8 5 . 3 9 M H - 1 0 8 4 8 4 . 1 5 0 . 5 1 0 2 4 3 . 0 0 3 0 i n c h 0 . 0 1 0 9 0 , 5 3 0 2 9 . 3 0 3 8 . 0 9 8 . 7 9 4 8 7 . 0 3 4 8 5 . 9 8 P- 1 2 2 M H - 1 0 8 4 8 4 . 1 5 N M H - 3 9 4 8 4 . 0 0 0 . 4 6 9 3 2 . 0 0 3 0 i n c h 0 . 0 1 1 9 0 , 5 3 0 2 9 . 3 0 3 3 . 1 9 3 . 8 8 4 8 5 . 9 8 4 8 5 . 8 3 P- 1 2 3 N M H - 3 9 4 8 3 . 6 0 M H - 1 0 6 4 8 3 . 1 1 0 . 7 7 8 6 3 . 0 0 3 6 i n c h 0 . 0 1 1 1 6 6 , 3 9 7 5 0 . 1 7 6 9 . 5 1 1 9 . 3 5 4 8 5 . 4 9 4 8 5 . 4 0 P- 1 2 4 M H - 1 0 6 4 8 3 . 1 1 M H - 1 0 3 4 8 1 . 0 7 0 . 4 6 9 4 3 5 . 0 0 3 6 i n c h 0 . 0 1 1 1 6 6 , 3 9 7 5 0 . 1 7 5 3 . 9 8 3 . 8 1 4 8 5 . 4 0 4 8 3 . 3 6 P- 1 1 9 M H - 1 0 3 4 8 1 . 0 7 N M H - 4 0 4 7 8 . 2 7 0 . 4 7 1 5 9 4 . 0 0 3 6 i n c h 0 . 0 1 1 1 6 6 , 3 9 7 5 0 . 1 7 5 4 . 1 2 3 . 9 5 4 8 3 . 3 5 4 8 0 . 6 3 P- 1 1 5 N M H - 4 0 4 7 8 . 2 7 M H - 1 0 1 4 7 7 . 0 6 0 . 4 7 1 2 5 7 . 0 0 3 6 i n c h 0 . 0 1 1 1 7 2 , 9 8 5 5 2 . 0 2 5 4 . 0 8 2 . 0 6 4 8 0 . 6 3 4 7 9 . 4 2 P- 1 1 6 M H - 1 0 1 4 7 7 . 0 6 M H - 1 0 2 4 7 3 . 5 5 0 . 4 7 1 7 4 6 . 0 0 3 6 i n c h 0 . 0 1 1 1 7 2 , 9 8 5 5 2 . 0 2 5 4 . 0 7 2 . 0 4 4 7 9 . 4 2 4 7 5 . 9 1 P- 1 1 7 M H - 1 0 2 4 7 3 . 5 5 N M H - 4 1 4 7 1 . 6 3 0 . 4 7 1 4 0 8 . 0 0 3 6 i n c h 0 . 0 1 1 1 7 2 , 9 8 5 5 2 . 0 2 5 4 . 0 7 2 . 0 5 4 7 5 . 9 1 4 7 3 . 9 9 NP - 5 6 N M H - 4 2 4 5 1 . 5 9 N M H - 4 3 4 3 5 . 3 5 0 . 6 2 1 2 , 6 1 7 . 0 0 3 6 i n c h 0 . 0 1 1 1 8 3 , 8 4 5 5 4 . 9 3 6 2 . 0 9 7 . 1 6 4 5 3 . 7 8 4 3 7 . 5 4 NP - 5 7 N M H - 4 1 4 6 3 . 9 0 N M H - 4 2 4 5 1 . 5 9 0 . 4 7 4 2 , 5 9 7 . 0 0 3 6 i n c h 0 . 0 1 1 1 7 5 , 3 7 8 5 2 . 6 7 5 4 . 2 7 1 . 5 9 4 6 6 . 2 8 4 5 3 . 9 7 P- 1 2 5 N M H - 4 3 4 2 9 . 7 3 M H - 1 0 7 4 2 9 . 1 2 0 . 6 2 2 9 8 . 0 0 3 6 i n c h 0 . 0 1 1 1 8 5 , 7 1 1 5 5 . 5 0 6 2 . 1 9 6 . 6 9 4 3 1 . 9 4 4 3 1 . 3 3 P- 1 2 6 M H - 1 0 7 4 2 9 . 1 2 N M H - 4 4 4 1 4 . 3 6 0 . 5 7 2 2 , 5 8 0 . 0 0 4 2 i n c h 0 . 0 1 1 1 8 5 , 7 1 1 5 5 . 5 0 8 9 . 9 3 3 4 . 4 3 4 3 1 . 1 1 4 1 6 . 3 5 P- 1 1 3 N M H - 4 5 4 0 1 . 1 9 M H - 1 0 0 4 0 1 . 0 6 0 . 5 0 0 2 6 . 0 0 4 2 i n c h 0 . 0 1 1 1 9 5 , 8 2 9 5 8 . 8 1 8 4 . 0 7 2 5 . 2 6 4 0 3 . 3 5 4 0 3 . 2 2 P- 1 1 4 M H - 1 0 0 4 0 0 . 9 6 N M H - 4 6 3 8 6 . 9 0 0 . 5 0 2 2 , 8 0 3 . 0 0 4 2 i n c h 0 . 0 1 1 1 9 5 , 8 2 9 5 8 . 8 1 8 4 . 2 1 2 5 . 4 0 4 0 3 . 1 1 3 8 9 . 0 5 NP - 6 6 N M H - 4 7 3 6 7 . 7 5 N M H - 4 8 3 5 6 . 6 8 0 . 4 1 8 2 , 6 5 0 . 0 0 4 2 i n c h 0 . 0 1 1 2 0 0 , 1 5 7 5 9 . 8 8 7 6 . 8 5 1 6 . 9 7 3 7 0 . 0 7 3 6 0 . 7 9 NP - 7 8 N M H - 4 6 3 8 2 . 4 9 N M H - 4 7 3 6 7 . 7 5 0 . 5 5 3 2 , 6 6 4 . 0 0 4 2 i n c h 0 . 0 1 1 1 9 8 , 4 4 3 5 9 . 5 3 8 8 . 4 4 2 8 . 9 1 3 8 4 . 5 9 3 7 0 . 0 7 NP - 9 1 N M H - 4 8 3 5 6 . 6 8 N M H - 4 9 3 5 4 . 9 1 0 . 0 3 4 5 , 2 7 6 . 0 0 7 2 i n c h 0 . 0 1 1 2 5 5 , 4 9 6 7 4 . 5 3 9 1 . 6 7 1 7 . 1 4 3 6 0 . 7 9 3 5 9 . 1 1 NP - 3 6 N M H - 5 1 3 5 3 . 1 1 M H - 4 5 3 5 2 . 5 5 0 . 0 3 2 1 , 7 5 0 . 0 0 7 2 i n c h 0 . 0 1 1 2 6 0 , 1 3 5 7 5 . 7 3 8 9 . 5 3 1 3 . 8 0 3 5 7 . 3 4 3 5 6 . 7 8 NP - 6 0 N M H - 5 0 3 5 4 . 0 1 N M H - 5 1 3 5 3 . 1 1 0 . 0 3 3 2 , 7 5 1 . 0 0 7 2 i n c h 0 . 0 1 1 2 6 0 , 1 3 5 7 5 . 7 3 9 0 . 5 2 1 4 . 8 0 3 5 8 . 2 1 3 5 7 . 3 4 NP - 7 4 N M H - 4 9 3 5 4 . 9 1 N M H - 5 0 3 5 4 . 0 1 0 . 0 3 3 2 , 7 4 9 . 0 0 7 2 i n c h 0 . 0 1 1 2 6 0 , 1 3 5 7 5 . 7 3 9 0 . 5 6 1 4 . 8 3 3 5 9 . 1 1 3 5 8 . 2 1 NP - 9 0 M H - 4 5 3 5 2 . 5 5 O - 1 3 5 2 . 3 7 0 . 0 7 3 2 4 7 . 0 0 7 2 i n c h 0 . 0 1 1 2 6 0 , 1 3 5 7 5 . 7 3 1 3 5 . 1 1 5 9 . 3 8 3 5 5 . 7 6 3 5 5 . 5 8 P- 9 2 N M H - 6 0 3 7 2 . 2 0 N M H - 4 9 3 5 9 . 9 1 0 . 4 6 7 2 , 6 3 2 . 0 0 1 2 i n c h 0 . 0 1 1 4 , 6 3 9 1 . 9 6 2 . 8 8 0 . 9 1 3 7 2 . 8 1 3 6 0 . 5 2 P- 9 3 N M H - 6 1 3 8 7 . 6 7 N M H - 6 0 3 7 2 . 3 7 0 . 5 7 9 2 , 6 4 1 . 0 0 1 0 i n c h 0 . 0 1 1 4 , 5 3 1 1 . 9 2 1 . 9 7 0 . 0 5 3 8 8 . 3 3 3 7 3 . 0 3 P- 9 4 N M H - 6 2 4 0 2 . 6 7 N M H - 6 1 3 8 7 . 6 7 0 . 5 6 8 2 , 6 4 1 . 0 0 1 0 i n c h 0 . 0 1 1 4 , 3 3 6 1 . 8 5 1 . 9 5 0 . 1 0 4 0 3 . 3 1 3 8 8 . 3 3 P- 9 5 N M H - 6 3 4 2 1 . 7 3 N M H - 6 2 4 0 2 . 8 3 0 . 7 0 5 2 , 6 7 9 . 0 0 8 i n c h 0 . 0 1 1 2 , 6 8 1 1 . 2 0 1 . 2 0 0 . 0 0 4 2 2 . 2 8 4 0 3 . 3 8 P- 9 6 N M H - 6 4 4 3 5 . 0 3 N M H - 6 3 4 2 1 . 7 3 0 . 4 9 4 2 , 6 9 2 . 0 0 8 i n c h 0 . 0 1 1 1 , 6 2 9 0 . 7 7 1 . 0 0 0 . 2 4 4 3 5 . 4 7 4 2 2 . 2 8 P- 1 2 1 N M H - 4 4 4 1 3 . 9 6 N M H - 4 5 4 0 1 . 2 9 0 . 5 0 9 2 , 4 8 8 . 0 0 4 2 i n c h 0 . 0 1 1 1 8 6 , 6 6 0 5 6 . 2 7 8 4 . 8 5 2 8 . 5 8 4 1 6 . 0 4 4 0 3 . 3 7 Pa g e 4 9 Sc e n a r i o : A L T E R N A T E 1 Ma n h o l e R e p o r t Ti t l e : N o r t h e a s t S e w e r S t u d y - A l t e r n a t e # 1 p: \ . . . \ c a l c s \ s e w e r c a d \ n e w - a l t 1 \ n e s t d y - n e w . s w r 06 / 0 2 / 0 5 1 2 : 5 5 : 2 9 P M Me y e r C i v i l E n g i n e e r i n g , I n c . © H a e s t a d M e t h o d s , I n c . 3 7 B r o o k s i d e R o a d W a t e r b u r y , C T 0 6 7 0 8 U S A + 1 - 2 0 3 - 7 5 5 - 1 6 6 6 Project Engineer: Richard Meyer SewerCAD v5.5 [5.5008]Page 1 of 2 La b e l G r o u n d El e v a t i o n (f t ) Ri m El e v a t i o n (f t ) Su m p El e v a t i o n (f t ) Sa n i t a r y Un i t L o a d Ty p e Sa n i t a r y Un i t L o a d Co u n t Sa n i t a r y Un i t L o a d Un i t s To t a l F l o w (c f s ) De p t h In(f t ) De p t h Ou t (f t ) St r u c t u r e Di a m e t e r (f t ) NM H - 1 1 , 2 5 0 . 0 0 1 , 2 5 0 . 0 0 1 , 2 4 1 . 1 7 < C o m p o s i t e > N / A N / A 2 . 8 8 0 . 4 5 0 . 4 5 4 . 0 0 NM H - 2 1 , 1 9 5 . 0 0 1 , 1 9 5 . 0 0 1 , 1 7 8 . 1 9 S i n g l e F a m i l y ( L R ) 1 1 5 . 7 0 a c r e s 3 . 3 1 0 . 5 1 0 . 5 1 4 . 0 0 NM H - 3 1 , 1 2 0 . 0 0 1 , 1 2 0 . 0 0 1 , 0 6 5 . 2 7 S i n g l e F a m i l y ( L R ) 8 9 . 3 8 a c r e s 3 . 6 5 0 . 5 4 0 . 5 4 4 . 0 0 NM H - 4 9 9 0 . 0 0 9 9 0 . 0 0 9 8 1 . 1 7 S i n g l e F a m i l y ( L R ) 2 4 . 1 6 a c r e s 3 . 7 3 0 . 6 4 0 . 6 4 4 . 0 0 NM H - 5 9 4 5 . 0 0 9 4 5 . 0 0 8 9 2 . 7 8 S i n g l e F a m i l y ( L R ) 9 8 . 6 9 a c r e s 4 . 1 0 0 . 5 9 0 . 5 9 4 . 0 0 NM H - 6 8 2 5 . 0 0 8 2 5 . 0 0 8 1 5 . 7 5 < C o m p o s i t e > N / A N / A 5 . 0 4 0 . 9 7 0 . 9 7 4 . 0 0 NM H - 7 8 3 0 . 0 0 8 3 0 . 0 0 8 0 2 . 0 0 < N o n e > N / A N / A 5 . 0 4 3 . 6 2 3 . 6 2 4 . 0 0 NM H - 8 7 8 5 . 0 0 7 8 5 . 0 0 7 4 1 . 6 1 < C o m p o s i t e > N / A N / A 6 . 3 1 0 . 6 9 0 . 6 9 4 . 0 0 MH - 9 9 7 3 5 . 0 0 7 3 5 . 0 0 6 8 7 . 7 5 < N o n e > N / A N / A 6 . 3 1 0 . 6 9 0 . 6 9 4 . 0 0 NM H - 9 6 8 0 . 0 0 6 8 0 . 0 0 6 5 9 . 0 3 < N o n e > N / A N / A 6 . 3 1 0 . 6 9 0 . 6 9 4 . 0 0 MH - 9 8 6 6 0 . 0 0 6 6 0 . 0 0 6 3 5 . 3 1 < N o n e > N / A N / A 6 . 3 1 0 . 6 9 0 . 6 9 4 . 0 0 NM H - 1 0 6 3 5 . 0 0 6 3 5 . 0 0 6 1 2 . 4 1 < C o m p o s i t e > N / A N / A 8 . 3 7 0 . 8 3 0 . 8 3 4 . 0 0 MH - 9 7 6 1 0 . 0 0 6 1 0 . 0 0 5 8 2 . 1 7 < N o n e > N / A N / A 8 . 3 7 0 . 8 3 0 . 8 3 4 . 0 0 NM H - 1 1 5 8 0 . 0 0 5 8 0 . 0 0 5 7 0 . 5 0 < C o m p o s i t e > N / A N / A 1 1 . 8 2 0 . 8 9 0 . 8 9 4 . 0 0 NM H - 1 2 5 6 5 . 0 0 5 6 5 . 0 0 5 5 4 . 5 0 < C o m p o s i t e > N / A N / A 1 3 . 9 4 5 . 7 7 5 . 7 7 4 . 0 0 NM H - 2 1 9 6 4 . 0 0 9 6 4 . 0 0 9 5 9 . 2 5 R - E A ( L R e q u i v ) 6 1 5 . 1 7 a c r e s 1 5 . 8 9 1 . 2 4 1 . 2 4 4 . 0 0 NM H - 2 2 9 9 0 . 0 0 9 9 0 . 0 0 9 0 5 . 8 3 < N o n e > N / A N / A 1 5 . 8 9 1 . 2 4 1 . 2 4 4 . 0 0 MH - 9 2 9 0 0 . 0 0 9 0 0 . 0 0 8 8 0 . 7 8 < N o n e > N / A N / A 1 5 . 8 9 1 . 2 4 1 . 2 4 4 . 0 0 NM H - 2 3 8 7 5 . 0 0 8 7 5 . 0 0 8 6 9 . 5 0 < C o m p o s i t e > N / A N / A 2 3 . 6 4 1 . 3 4 1 . 3 4 4 . 0 0 MH - 9 3 8 8 2 . 0 0 8 8 2 . 0 0 8 4 2 . 9 3 < N o n e > N / A N / A 2 3 . 6 4 1 . 2 3 1 . 2 3 4 . 0 0 NM H - 2 4 8 3 5 . 0 0 8 3 5 . 0 0 8 0 7 . 1 9 < N o n e > N / A N / A 2 3 . 6 4 1 . 2 3 1 . 2 3 4 . 0 0 MH - 9 4 8 0 5 . 0 0 8 0 5 . 0 0 7 9 9 . 5 0 < N o n e > N / A N / A 2 3 . 6 4 1 . 3 4 1 . 3 4 4 . 0 0 NM H - 2 5 8 0 7 . 0 0 8 0 7 . 0 0 7 5 8 . 7 1 R - M P ( L R e q u i v ) 1 5 4 . 8 7 a c r e s 2 4 . 1 0 1 . 2 5 1 . 2 5 4 . 0 0 MH - 9 6 7 6 0 . 0 0 7 6 0 . 0 0 7 4 9 . 0 0 < N o n e > N / A N / A 2 4 . 1 0 1 . 2 5 1 . 2 5 4 . 0 0 MH - 9 5 7 5 0 . 0 0 7 5 0 . 0 0 7 4 4 . 5 0 < N o n e > N / A N / A 2 4 . 1 0 1 . 2 9 1 . 2 9 4 . 0 0 NM H - 2 6 7 4 2 . 0 0 7 4 2 . 0 0 7 3 3 . 1 5 S i n g l e F a m i l y ( S R ) 1 7 3 . 2 9 a c r e s 2 4 . 4 9 1 . 2 6 1 . 2 6 4 . 0 0 NM H - 2 7 7 2 5 . 0 0 7 2 5 . 0 0 6 9 7 . 7 8 S i n g l e F a m i l y ( E R ) 2 0 2 . 2 2 a c r e s 2 4 . 6 5 1 . 2 6 1 . 2 6 4 . 0 0 NM H - 2 8 6 9 0 . 0 0 6 9 0 . 0 0 6 5 6 . 0 8 R - M P ( L R e q u i v ) 6 2 . 7 4 a c r e s 2 4 . 8 3 1 . 2 7 1 . 2 7 4 . 0 0 NM H - 2 9 6 5 0 . 0 0 6 5 0 . 0 0 6 4 4 . 5 0 < N o n e > N / A N / A 2 4 . 8 3 1 . 3 8 1 . 3 8 4 . 0 0 NM H - 3 0 6 5 5 . 0 0 6 5 5 . 0 0 6 3 2 . 3 2 < N o n e > N / A N / A 2 4 . 8 3 1 . 3 8 1 . 3 8 4 . 0 0 NM H - 3 1 6 5 1 . 0 0 6 5 1 . 0 0 6 2 5 . 7 9 < C o m p o s i t e > N / A N / A 2 5 . 8 8 1 . 2 8 1 . 2 8 4 . 0 0 NM H - 3 2 6 2 0 . 0 0 6 2 0 . 0 0 5 9 6 . 5 5 R - M P ( L R e q u i v ) 1 0 2 . 4 2 a c r e s 2 6 . 1 9 1 . 3 1 1 . 3 1 4 . 0 0 NM H - 3 3 5 9 0 . 0 0 5 9 0 . 0 0 5 7 4 . 3 0 < C o m p o s i t e > N / A N / A 2 6 . 7 3 1 . 3 3 1 . 3 3 4 . 0 0 NM H - 3 4 5 6 0 . 0 0 5 6 0 . 0 0 5 4 2 . 3 4 < C o m p o s i t e > N / A N / A 2 6 . 7 7 1 . 3 3 1 . 3 3 4 . 0 0 NM H - 3 5 5 3 8 . 0 0 5 3 8 . 0 0 5 2 1 . 3 4 S i n g l e F a m i l y ( E R ) 4 0 . 2 1 a c r e s 2 6 . 8 0 1 . 3 3 1 . 3 3 4 . 0 0 NM H - 3 6 5 1 7 . 0 0 5 1 7 . 0 0 5 0 2 . 5 0 < C o m p o s i t e > N / A N / A 2 7 . 0 1 1 . 6 7 1 . 6 7 4 . 0 0 NM H - 3 7 5 1 3 . 0 0 5 1 3 . 0 0 4 9 6 . 2 0 S i n g l e F a m i l y ( S R ) 3 5 . 8 0 a c r e s 2 7 . 0 9 1 . 4 5 1 . 4 5 4 . 0 0 NM H - 3 8 5 0 3 . 0 0 5 0 3 . 0 0 4 8 5 . 3 9 < C o m p o s i t e > N / A N / A 2 9 . 3 0 1 . 6 4 1 . 6 4 4 . 0 0 Pa g e 5 0 Sc e n a r i o : A L T E R N A T E 1 Ma n h o l e R e p o r t Ti t l e : N o r t h e a s t S e w e r S t u d y - A l t e r n a t e # 1 p: \ . . . \ c a l c s \ s e w e r c a d \ n e w - a l t 1 \ n e s t d y - n e w . s w r 06 / 0 2 / 0 5 1 2 : 5 5 : 2 9 P M Me y e r C i v i l E n g i n e e r i n g , I n c . © H a e s t a d M e t h o d s , I n c . 3 7 B r o o k s i d e R o a d W a t e r b u r y , C T 0 6 7 0 8 U S A + 1 - 2 0 3 - 7 5 5 - 1 6 6 6 Project Engineer: Richard Meyer SewerCAD v5.5 [5.5008]Page 2 of 2 La b e l G r o u n d El e v a t i o n (f t ) Ri m El e v a t i o n (f t ) Su m p El e v a t i o n (f t ) Sa n i t a r y Un i t L o a d Ty p e Sa n i t a r y Un i t L o a d Co u n t Sa n i t a r y Un i t L o a d Un i t s To t a l F l o w (c f s ) De p t h In(f t ) De p t h Ou t (f t ) St r u c t u r e Di a m e t e r (f t ) MH - 1 0 8 5 0 0 . 8 0 5 0 0 . 8 0 4 8 4 . 1 5 < N o n e > N / A N / A 2 9 . 3 0 1 . 8 3 1 . 8 3 5 . 0 0 NM H - 3 9 5 0 0 . 5 0 5 0 0 . 5 0 4 8 3 . 6 0 R - 1 ( P o p u l a t i o n ) 7 5 , 8 6 7 . 0 0 r e s i d e n t 5 0 . 1 7 1 . 8 9 1 . 8 9 4 . 0 0 MH - 1 0 6 4 9 9 . 5 0 4 9 9 . 5 0 4 8 3 . 1 1 < N o n e > N / A N / A 5 0 . 1 7 2 . 2 9 2 . 2 9 4 . 0 0 MH - 1 0 3 4 9 8 . 2 0 4 9 8 . 2 0 4 8 1 . 0 7 < N o n e > N / A N / A 5 0 . 1 7 2 . 2 8 2 . 2 8 4 . 0 0 NM H - 4 0 4 9 3 . 6 0 4 9 3 . 6 0 4 7 8 . 2 7 I n d u s t r i a l ( A r e a ) 1 3 5 . 9 3 a c r e s 5 2 . 0 2 2 . 3 6 2 . 3 6 5 . 0 0 MH - 1 0 1 4 9 1 . 5 0 4 9 1 . 5 0 4 7 7 . 0 6 < N o n e > N / A N / A 5 2 . 0 2 2 . 3 6 2 . 3 6 4 . 0 0 MH - 1 0 2 4 8 5 . 7 4 4 8 5 . 7 4 4 7 3 . 5 5 < N o n e > N / A N / A 5 2 . 0 2 2 . 3 6 2 . 3 6 4 . 0 0 NM H - 4 1 4 8 3 . 5 0 4 8 3 . 5 0 4 6 3 . 9 0 < C o m p o s i t e > N / A N / A 5 2 . 6 7 2 . 3 8 2 . 3 8 5 . 0 0 NM H - 4 2 4 7 3 . 5 0 4 7 3 . 5 0 4 5 1 . 5 9 < C o m p o s i t e > N / A N / A 5 4 . 9 3 2 . 1 9 2 . 1 9 5 . 0 0 NM H - 4 3 4 4 9 . 0 0 4 4 9 . 0 0 4 2 9 . 7 3 < C o m p o s i t e > N / A N / A 5 5 . 5 0 2 . 2 1 2 . 2 1 5 . 0 0 MH - 1 0 7 4 5 0 . 9 0 4 5 0 . 9 0 4 2 9 . 1 2 < N o n e > N / A N / A 5 5 . 5 0 1 . 9 9 1 . 9 9 4 . 0 0 NM H - 4 4 4 3 4 . 6 0 4 3 4 . 6 0 4 1 3 . 9 6 < C o m p o s i t e > N / A N / A 5 6 . 2 7 2 . 0 8 2 . 0 8 5 . 0 0 NM H - 6 4 4 4 3 . 7 0 4 4 3 . 7 0 4 3 5 . 0 3 < C o m p o s i t e > N / A N / A 0 . 7 7 0 . 4 4 0 . 4 4 4 . 0 0 NM H - 4 5 4 2 3 . 4 0 4 2 3 . 4 0 4 0 1 . 1 9 < C o m p o s i t e > N / A N / A 5 8 . 8 1 2 . 1 6 2 . 1 6 5 . 0 0 NM H - 6 3 4 3 0 . 4 0 4 3 0 . 4 0 4 2 1 . 7 3 < C o m p o s i t e > N / A N / A 1 . 2 0 0 . 5 5 0 . 5 5 4 . 0 0 MH - 1 0 0 4 2 3 . 4 0 4 2 3 . 4 0 4 0 0 . 9 6 < N o n e > N / A N / A 5 8 . 8 1 2 . 1 5 2 . 1 5 4 . 0 0 NM H - 6 2 4 1 1 . 5 0 4 1 1 . 5 0 4 0 2 . 6 7 R - I A ( L R e q u i v ) 1 5 9 . 2 0 a c r e s 1 . 8 5 0 . 6 5 0 . 6 5 4 . 0 0 NM H - 4 6 4 0 8 . 4 0 4 0 8 . 4 0 3 8 2 . 4 9 < C o m p o s i t e > N / A N / A 5 9 . 5 3 2 . 1 0 2 . 1 0 5 . 0 0 NM H - 6 1 3 9 6 . 5 0 3 9 6 . 5 0 3 8 7 . 6 7 S i n g l e F a m i l y ( R R ) 1 5 0 . 0 7 a c r e s 1 . 9 2 0 . 6 7 0 . 6 7 4 . 0 0 NM H - 4 7 3 9 2 . 0 0 3 9 2 . 0 0 3 6 7 . 7 5 < C o m p o s i t e > N / A N / A 5 9 . 8 8 2 . 3 2 2 . 3 2 5 . 0 0 NM H - 6 0 3 7 8 . 2 0 3 7 8 . 2 0 3 7 2 . 2 0 S i n g l e F a m i l y ( R R ) 8 2 . 9 0 a c r e s 1 . 9 6 0 . 6 1 0 . 6 1 4 . 0 0 NM H - 4 8 3 7 8 . 0 1 3 7 8 . 0 1 3 5 6 . 6 8 < C o m p o s i t e > N / A N / A 7 4 . 5 3 4 . 1 1 4 . 1 1 7 . 0 0 NM H - 4 9 3 7 1 . 1 5 3 7 1 . 1 5 3 5 4 . 9 1 < N o n e > N / A N / A 7 5 . 7 3 4 . 2 0 4 . 2 0 7 . 0 0 NM H - 5 0 3 6 8 . 5 0 3 6 8 . 5 0 3 5 4 . 0 1 < N o n e > N / A N / A 7 5 . 7 3 4 . 2 0 4 . 2 0 7 . 0 0 NM H - 5 1 3 7 3 . 3 0 3 7 3 . 3 0 3 5 3 . 1 1 < N o n e > N / A N / A 7 5 . 7 3 4 . 2 3 4 . 2 3 7 . 0 0 MH - 4 5 3 7 4 . 4 5 3 7 4 . 4 5 3 5 2 . 4 5 < N o n e > N / A N / A 7 5 . 7 3 3 . 3 1 3 . 3 1 7 . 0 0 Pa g e 5 1 Sc e n a r i o : A L T E R N A T E 1 Pr e s s u r e P i p e R e p o r t Ti t l e : N o r t h e a s t S e w e r S t u d y - A l t e r n a t e # 1 p: \ . . . \ c a l c s \ s e w e r c a d \ n e w - a l t 1 \ n e s t d y - n e w . s w r 06 / 0 2 / 0 5 1 2 : 5 6 : 2 4 P M Me y e r C i v i l E n g i n e e r i n g , I n c . © H a e s t a d M e t h o d s , I n c . 3 7 B r o o k s i d e R o a d W a t e r b u r y , C T 0 6 7 0 8 U S A + 1 - 2 0 3 - 7 5 5 - 1 6 6 6 Project Engineer: Richard Meyer SewerCAD v5.5 [5.5008]Page 1 of 1 La b e l U p s t r e a m No d e Up s t r e a m In v e r t El e v a t i o n (f t ) Do w n s t r e a m No d e Do w n s t r e a m In v e r t El e v a t i o n (f t ) Le n g t h (f t ) Di a m e t e r (i n ) Mi n o r Lo s s Co e f f i c i e n t Pr e s s u r e Fl o w (c f s ) Ve l o c i t y (f t / s ) Pr e s s u r e Pi p e He a d l o s s (f t ) NF M - 2 W W - 1 5 2 6 . 0 0 P M P - 1 5 6 5 . 0 0 2 5 . 0 0 2 4 . 0 0 . 0 0 1 3 . 6 2 4 . 3 4 0 . 0 5 NF M - 3 P M P - 1 5 6 5 . 0 0 W W - 3 8 2 2 . 0 0 7 , 4 2 3 . 0 0 2 1 . 0 3 . 0 0 1 3 . 6 2 5 . 6 6 3 2 . 1 9 NF M - 4 W W - 3 8 2 2 . 0 0 P M P - 2 8 5 7 . 0 0 2 0 . 0 0 1 8 . 0 1 . 5 0 1 3 . 6 6 7 . 7 3 1 . 5 7 NF M - 5 P M P - 2 8 5 7 . 0 0 N M H - 2 1 9 5 9 . 2 5 7 , 5 4 0 . 0 0 2 1 . 0 3 . 0 0 1 3 . 6 6 5 . 6 8 3 2 . 8 7 Pa g e 5 2 Sc e n a r i o : A L T E R N A T E 1 Pu m p R e p o r t Ti t l e : N o r t h e a s t S e w e r S t u d y - A l t e r n a t e # 1 p: \ . . . \ c a l c s \ s e w e r c a d \ n e w - a l t 1 \ n e s t d y - n e w . s w r 06 / 0 2 / 0 5 1 2 : 5 6 : 5 3 P M Me y e r C i v i l E n g i n e e r i n g , I n c . © H a e s t a d M e t h o d s , I n c . 3 7 B r o o k s i d e R o a d W a t e r b u r y , C T 0 6 7 0 8 U S A + 1 - 2 0 3 - 7 5 5 - 1 6 6 6 Project Engineer: Richard Meyer SewerCAD v5.5 [5.5008]Page 1 of 1 La b e l T o Pi p e Gr o u n d El e v a t i o n (f t ) Pu m p Ty p e Sh u t o f f He a d (f t ) Sh u t o f f Di s c h a r g e (c f s ) De s i g n He a d (f t ) De s i g n Di s c h a r g e (c f s ) Ma x i m u m Op e r a t i n g He a d (f t ) Pr e s s u r e Fl o w (c f s ) In t a k e Pu m p Pr e s s u r e (p s i ) Di s c h a r g e Pu m p Pr e s s u r e (p s i ) Pu m p Head(ft) PM P - 1 N F M - 3 5 6 5 . 0 0 D e s i g n P o i n t ( 1 P o i n t ) 4 2 8 . 0 0 0 . 0 0 3 2 1 . 0 0 1 4 . 0 0 0 . 0 0 1 3 . 6 2 - 2 . 1 9 1 3 9 . 1 8 3 2 6 . 7 5 PM P - 2 N F M - 5 8 5 7 . 0 0 D e s i g n P o i n t ( 1 P o i n t ) 1 8 6 . 6 7 0 . 0 0 1 4 0 . 0 0 1 3 . 8 0 0 . 0 0 1 3 . 6 6 - 1 . 7 6 5 9 . 2 2 1 4 0 . 9 3 Pa g e 5 3 NORTHEAST SEWER STUDY ALTERNATE 2 SERVICE AREAS Service Area NameRouted to ManholeLand UseArea, AC N1NMH-1LR235.59 N2NMH-1LR23.09 N3NMH-1LR14.47 N6NMH-1LR85.22 N8NMH-1LR322.79 N12NMH-10LR392.7 N14NMH-10ER48.53 N15NMH-10LR94.13 N16NMH-10LR99.01 N129NMH-106LR250.42 N129NMH-106LR239.34 N130NMH-106GC49.86 N131NMH-106HMR61.92 N21NMH-11LR81.5 N22NMH-11ER133.46 N23NMH-11RR435.86 N24NMH-11R-EA117.12 N25NMH-11LR122.53 N26NMH-11SR22.05 N27NMH-11LR606.19 N28NMH-11RR37.19 N28aNMH-11RR38.48 N29NMH-12LR81.06 N30NMH-12RR196.8 N31NMH-12LR249.23 N32NMH-12SR98.18 N33NMH-12GC13.43 N33NMH-12SR103.66 N34NMH-12ER192.5 N34NMH-12SR87.37 N7NMH-2LR115.7 N35NMH-21R-EA615.17 N126NMH-23RR32.98 N127NMH-23ER20.69 N128NMH-23LMR24.27 N36NMH-23R-EA349.31 N37NMH-23R-MP282.71 N38NMH-23RR45.48 N39NMH-23R-MP69.6 N40NMH-25R-MP154.87 N41NMH-26SR173.29 N42NMH-27ER202.22 N43NMH-28R-MP62.74 N9NMH-3LR89.38 N43NMH-31RR140.94 N44NMH-31ER45.41 N45NMH-31R-MP321.31 N46NMH-32R-MP102.42 N47NMH-33R-MP15.21 N48NMH-33SR21.4 N49NMH-33SR195.17 N50NMH-33ER20.69 N51NMH-34RR17.71 Meyer Civil Engineering, Inc. 110 S. Montclair St #104, Bakersfield, CA 93309 Page 1 of 3SERVICEAREAS-new Page 56 NORTHEAST SEWER STUDY ALTERNATE 2 SERVICE AREAS Service Area NameRouted to ManholeLand UseArea, AC N52NMH-34ER44.73 N53NMH-35ER40.21 N55NMH-36SR57.43 N56NMH-36GC9.12 N57NMH-37SR35.8 N54NMH-38SR450.65 N55NMH-38SI57.5 N56NMH-38HI31.92 N1NMH-4LR24.16 N58NMH-40SI135.93 N59NMH-41R-IA139.77 N68NMH-41LI19.37 N60NMH-42R-MP189.79 N61NMH-42R-MP494.59 N62NMH-42R-IA129.78 N63NMH-43R-IA83.46 N64NMH-43RR52.26 N65NMH-43ER58.68 N66NMH-43ER153.14 N67NMH-43R-IA62.97 N69NMH-44RR173.47 N70NMH-44GC44.01 N71NMH-44HMR9.43 N72NMH-44SI4.88 N73NMH-44GC9.84 N74NMH-44RR25.28 N75NMH-44ER75.86 N76NMH-44RR16.1 N77NMH-44LI3.02 N78NMH-45R-IA157.89 N79NMH-45SI126.14 N80NMH-45SR47.33 N81NMH-45R-IA100.32 N82NMH-46ER38.18 N83NMH-46SR96.32 N84NMH-46ER5.54 N85NMH-46RR12.28 N86NMH-46LMR/LR42.88 N87NMH-46GC1.71 N88NMH-46SR/LR163.52 N89NMH-47PS17.23 N91NMH-47LMR13.45 N92NMH-47GC5.41 N93NMH-47SR42.37 N94NMH-47ER36.92 N95NMH-47R-IA9.92 N96NMH-47RR208.07 N100NMH-48LI5.08 N101NMH-48HMR18.79 N102NMH-48HI18.33 N102NMH-48LI9.72 N103NMH-48R-IA80.78 N96NMH-48R-IA78.83 Meyer Civil Engineering, Inc. 110 S. Montclair St #104, Bakersfield, CA 93309 Page 2 of 3SERVICEAREAS-new Page 57 NORTHEAST SEWER STUDY ALTERNATE 2 SERVICE AREAS Service Area NameRouted to ManholeLand UseArea, AC N97NMH-48LR83.02 N98NMH-48LR80.23 N99NMH-48GC19.91 ~NMH-49R-1 (Population)50000 N1NMH-5LR98.69 N10NMH-6LR93.81 N13NMH-6LR109.36 N17NMH-6LR59.08 N113bNMH-60RR82.9 N113aNMH-72RR150.07 N112NMH-73R-IA159.2 N107NMH-74R-IA78.61 N108NMH-74RR38.72 N109NMH-74SR15.89 N110NMH-74SI1.24 N111NMH-74GC0.77 N104NMH-75R-IA58.45 N105NMH-75R-IA95.76 N106NMH-75RR19.11 N11NMH-8LR91.6 N18NMH-8LR164.39 N19NMH-8HC40.46 N20NMH-8LR3.08 Meyer Civil Engineering, Inc. 110 S. Montclair St #104, Bakersfield, CA 93309 Page 3 of 3SERVICEAREAS-new Page 58 Pa g e 5 9 Pa g e 6 0 Pa g e 6 1 Pa g e 6 2 Pa g e 6 3 Pa g e 6 4 Sc e n a r i o : A L T E R N A T E 2 Gr a v i t y P i p e R e p o r t Ti t l e : N o r t h e a s t S e w e r S t u d y - A l t e r n a t e # 2 p: \ . . . \ c a l c s \ s e w e r c a d \ n e w - a l t 2 \ n e s t d y - n e w 2 . s w r 06 / 0 2 / 0 5 1 1 : 4 0 : 5 6 A M Me y e r C i v i l E n g i n e e r i n g , I n c . © H a e s t a d M e t h o d s , I n c . 3 7 B r o o k s i d e R o a d W a t e r b u r y , C T 0 6 7 0 8 U S A + 1 - 2 0 3 - 7 5 5 - 1 6 6 6 Project Engineer: Richard Meyer SewerCAD v5.5 [5.5008]Page 1 of 2 La b e l U p s t r e a m No d e Up s t r e a m In v e r t El e v a t i o n (f t ) Do w n s t r e a m No d e Do w n s t r e a m In v e r t El e v a t i o n (f t ) Co n s t r u c t e d Sl o p e (% ) Le n g t h (f t ) Se c t i o n Si z e Ma n n i n g s n Sy s t e m Po p u l a t i o n (c a p i t a ) To t a l F l o w (c f s ) De s i g n Ca p a c i t y (c f s ) Excess DesignCapacity(cfs)Hydraulic GradeLine In(ft)Hydraulic GradeLine Out(ft) NP - 2 2 N M H - 1 1 , 2 4 1 . 1 7 N M H - 2 1 , 1 7 8 . 1 9 3 . 7 4 2 1 , 6 8 3 . 0 0 1 0 i n c h 0 . 0 1 1 7 , 0 8 4 2 . 8 8 5 . 0 1 2 . 1 3 1 , 2 4 1 . 9 1 1 , 1 7 8 . 9 7 NP - 8 2 N M H - 2 1 , 1 7 8 . 1 9 N M H - 3 1 , 1 1 1 . 1 7 3 . 5 0 0 1 , 9 1 5 . 0 0 1 0 i n c h 0 . 0 1 1 8 , 2 8 7 3 . 3 1 4 . 8 4 1 . 5 3 1 , 1 7 8 . 9 7 1 , 1 1 1 . 6 7 NP - 8 3 N M H - 3 1 , 0 6 5 . 2 7 N M H - 4 9 8 1 . 1 7 3 . 5 0 0 2 , 4 0 3 . 0 0 1 0 i n c h 0 . 0 1 1 9 , 2 1 7 3 . 6 5 4 . 8 4 1 . 2 0 1 , 0 6 6 . 0 6 9 8 1 . 9 6 NP - 5 0 N M H - 4 9 8 1 . 1 7 N M H - 5 9 3 6 . 1 7 2 . 3 5 7 1 , 9 0 9 . 0 0 1 0 i n c h 0 . 0 1 1 9 , 4 6 8 3 . 7 3 3 . 9 8 0 . 2 4 9 8 1 . 9 6 9 3 6 . 8 1 NP - 7 6 N M H - 5 8 9 2 . 7 8 N M H - 6 8 1 6 . 1 7 3 . 5 0 0 2 , 1 8 9 . 0 0 1 0 i n c h 0 . 0 1 1 1 0 , 4 9 5 4 . 1 0 4 . 8 4 0 . 7 5 8 9 3 . 5 9 8 1 6 . 7 5 NP - 7 7 N M H - 6 8 1 5 . 7 5 N M H - 7 8 0 5 . 0 0 0 . 4 8 6 2 , 2 1 4 . 0 0 1 5 i n c h 0 . 0 1 1 1 3 , 2 2 2 5 . 0 4 5 . 3 2 0 . 2 8 8 1 6 . 7 2 8 0 5 . 9 1 NP - 4 1 N M H - 7 8 0 5 . 0 0 N M H - 8 7 7 5 . 7 5 1 . 7 4 7 1 , 6 7 4 . 0 0 1 5 i n c h 0 . 0 1 1 1 3 , 2 2 2 5 . 0 4 1 0 . 0 9 5 . 0 5 8 0 5 . 9 1 7 7 6 . 3 7 P- 1 1 1 N M H - 8 7 4 1 . 6 1 M H - 9 9 7 2 5 . 7 5 2 . 0 0 0 7 9 3 . 0 0 1 5 i n c h 0 . 0 1 1 1 5 , 9 1 6 6 . 3 1 1 0 . 8 0 4 . 4 8 7 4 2 . 6 2 7 2 6 . 4 4 P- 1 1 2 M H - 9 9 6 8 7 . 7 5 N M H - 9 6 7 0 . 7 5 2 . 0 0 0 8 5 0 . 0 0 1 5 i n c h 0 . 0 1 1 1 5 , 9 1 6 6 . 3 1 1 0 . 8 0 4 . 4 8 6 8 8 . 7 6 6 7 1 . 4 4 P- 1 0 9 N M H - 9 6 5 9 . 0 3 M H - 9 8 6 5 0 . 7 5 2 . 0 0 0 4 1 4 . 0 0 1 5 i n c h 0 . 0 1 1 1 5 , 9 1 6 6 . 3 1 1 0 . 8 0 4 . 4 8 6 6 0 . 0 4 6 5 1 . 4 4 P- 1 1 0 M H - 9 8 6 3 5 . 3 1 N M H - 1 0 6 2 5 . 7 5 2 . 0 0 0 4 7 8 . 0 0 1 5 i n c h 0 . 0 1 1 1 5 , 9 1 6 6 . 3 1 1 0 . 8 0 4 . 4 8 6 3 6 . 3 2 6 2 6 . 4 4 P- 1 0 7 N M H - 1 0 6 1 2 . 4 1 M H - 9 7 6 0 0 . 7 5 2 . 0 0 0 5 8 3 . 0 0 1 5 i n c h 0 . 0 1 1 2 2 , 0 7 2 8 . 3 7 1 0 . 8 0 2 . 4 2 6 1 3 . 5 4 6 0 1 . 5 8 P- 1 0 8 M H - 9 7 5 8 2 . 1 7 N M H - 1 1 5 7 0 . 7 5 2 . 0 0 0 5 7 1 . 0 0 1 5 i n c h 0 . 0 1 1 2 2 , 0 7 2 8 . 3 7 1 0 . 8 0 2 . 4 2 5 8 3 . 3 0 5 7 1 . 5 8 NP - 2 9 N M H - 1 1 5 7 0 . 5 0 N M H - 1 2 5 5 5 . 5 0 2 . 0 8 9 7 1 8 . 0 0 1 8 i n c h 0 . 0 1 1 3 2 , 6 7 7 1 1 . 8 2 1 7 . 9 4 6 . 1 3 5 7 1 . 8 1 5 6 0 . 2 7 NP - 4 N M H - 1 2 5 5 4 . 5 0 W W - 1 5 5 4 . 1 8 0 . 1 0 0 3 2 3 . 0 0 3 0 i n c h 0 . 0 1 1 3 8 , 8 7 4 1 3 . 9 4 1 5 . 3 3 1 . 3 9 5 6 0 . 2 7 5 6 0 . 0 0 NP - 1 7 N M H - 2 1 9 5 9 . 2 5 N M H - 2 2 9 3 7 . 2 6 1 . 0 0 0 2 , 1 9 9 . 0 0 2 1 i n c h 0 . 0 1 1 4 5 , 2 7 2 1 5 . 8 9 1 8 . 7 2 2 . 8 3 9 6 0 . 7 2 9 3 8 . 5 0 P- 9 7 N M H - 2 2 9 0 5 . 8 3 M H - 9 2 8 9 5 . 2 5 1 . 0 0 0 1 , 0 5 8 . 0 0 2 1 i n c h 0 . 0 1 1 4 5 , 2 7 2 1 5 . 8 9 1 8 . 7 2 2 . 8 3 9 0 7 . 3 0 8 9 6 . 4 9 P- 9 8 M H - 9 2 8 8 0 . 7 8 N M H - 2 3 8 7 0 . 2 5 1 . 0 0 0 1 , 0 5 3 . 0 0 2 1 i n c h 0 . 0 1 1 4 5 , 2 7 2 1 5 . 8 9 1 8 . 7 2 2 . 8 3 8 8 2 . 2 5 8 7 1 . 4 9 P- 9 9 N M H - 2 3 8 6 9 . 5 0 M H - 9 3 8 5 9 . 4 1 0 . 7 5 0 1 , 3 4 6 . 0 0 3 0 i n c h 0 . 0 1 1 7 1 , 4 1 9 2 3 . 6 4 4 1 . 9 8 1 8 . 3 4 8 7 1 . 1 6 8 6 0 . 7 5 P- 1 0 0 M H - 9 3 8 4 2 . 9 3 N M H - 2 4 8 2 9 . 5 0 1 . 0 0 0 1 , 3 4 3 . 0 0 3 0 i n c h 0 . 0 1 1 7 1 , 4 1 9 2 3 . 6 4 4 8 . 4 7 2 4 . 8 4 8 4 4 . 5 9 8 3 0 . 7 3 P- 1 0 1 N M H - 2 4 8 0 7 . 1 9 M H - 9 4 7 9 9 . 5 0 1 . 0 0 0 7 6 9 . 0 0 3 0 i n c h 0 . 0 1 1 7 1 , 4 1 9 2 3 . 6 4 4 8 . 4 7 2 4 . 8 4 8 0 8 . 8 5 8 0 0 . 7 3 P- 1 0 2 M H - 9 4 7 9 9 . 5 0 N M H - 2 5 7 9 3 . 8 3 0 . 7 5 0 7 5 6 . 0 0 3 0 i n c h 0 . 0 1 1 7 1 , 4 1 9 2 3 . 6 4 4 1 . 9 8 1 8 . 3 4 8 0 1 . 1 6 7 9 5 . 1 7 P- 1 0 5 N M H - 2 5 7 5 8 . 7 1 M H - 9 6 7 5 4 . 5 0 1 . 0 0 0 4 2 1 . 0 0 3 0 i n c h 0 . 0 1 1 7 3 , 0 2 9 2 4 . 1 0 4 8 . 4 7 2 4 . 3 7 7 6 0 . 3 8 7 5 5 . 7 5 P- 1 0 6 M H - 9 6 7 4 9 . 0 0 M H - 9 5 7 4 4 . 5 0 1 . 0 0 0 4 5 0 . 0 0 3 0 i n c h 0 . 0 1 1 7 3 , 0 2 9 2 4 . 1 0 4 8 . 4 7 2 4 . 3 7 7 5 0 . 6 7 7 4 5 . 7 5 P- 1 0 4 M H - 9 5 7 4 4 . 5 0 N M H - 2 6 7 3 6 . 5 0 0 . 8 8 3 9 0 6 . 0 0 3 0 i n c h 0 . 0 1 1 7 3 , 0 2 9 2 4 . 1 0 4 5 . 5 5 2 1 . 4 5 7 4 6 . 1 7 7 3 7 . 7 9 NP - 2 6 N M H - 3 7 4 9 6 . 2 0 N M H - 3 8 4 8 5 . 3 9 0 . 7 7 7 1 , 3 9 2 . 0 0 3 0 i n c h 0 . 0 1 1 8 2 , 6 8 0 2 7 . 0 9 4 2 . 7 2 1 5 . 6 3 4 9 7 . 9 7 4 8 7 . 2 4 NP - 5 4 N M H - 3 6 5 0 2 . 5 0 N M H - 3 7 4 9 6 . 2 0 0 . 5 0 0 1 , 2 6 0 . 0 0 3 0 i n c h 0 . 0 1 1 8 2 , 4 0 1 2 7 . 0 1 3 4 . 2 7 7 . 2 7 5 0 4 . 2 7 4 9 7 . 9 7 NP - 7 0 N M H - 3 5 5 2 1 . 3 4 N M H - 3 6 5 0 2 . 5 0 1 . 0 0 0 1 , 8 8 4 . 0 0 3 0 i n c h 0 . 0 1 1 8 1 , 9 5 3 2 6 . 8 0 4 8 . 4 7 2 1 . 6 7 5 2 3 . 1 1 5 0 4 . 2 7 NP - 7 1 N M H - 3 4 5 4 2 . 3 4 N M H - 3 5 5 2 3 . 5 0 1 . 0 0 0 1 , 8 8 4 . 0 0 3 0 i n c h 0 . 0 1 1 8 1 , 9 0 1 2 6 . 7 7 4 8 . 4 7 2 1 . 7 0 5 4 4 . 1 0 5 2 4 . 8 3 NP - 4 5 N M H - 3 3 5 7 4 . 3 0 N M H - 3 4 5 4 9 . 5 0 1 . 0 0 0 2 , 4 8 0 . 0 0 3 0 i n c h 0 . 0 1 1 8 1 , 8 2 0 2 6 . 7 3 4 8 . 4 7 2 1 . 7 4 5 7 6 . 0 6 5 5 0 . 8 3 NP - 5 8 N M H - 3 2 5 9 6 . 5 5 N M H - 3 3 5 7 9 . 5 0 1 . 0 0 0 1 , 7 0 5 . 0 0 3 0 i n c h 0 . 0 1 1 7 9 , 9 4 5 2 6 . 1 9 4 8 . 4 7 2 2 . 2 9 5 9 8 . 2 9 5 8 0 . 8 1 NP - 8 0 N M H - 3 1 6 2 5 . 7 9 N M H - 3 2 6 1 4 . 5 0 1 . 0 4 5 1 , 0 8 0 . 0 0 3 0 i n c h 0 . 0 1 1 7 8 , 8 8 0 2 5 . 8 8 4 9 . 5 5 2 3 . 6 7 6 2 7 . 5 2 6 1 5 . 7 8 NP - 8 1 N M H - 3 0 6 3 2 . 3 2 N M H - 3 1 6 2 5 . 7 9 0 . 7 5 0 8 7 1 . 0 0 3 0 i n c h 0 . 0 1 1 7 5 , 2 9 6 2 4 . 8 3 4 1 . 9 8 1 7 . 1 4 6 3 4 . 0 2 6 2 7 . 5 2 NP - 7 3 N M H - 2 9 6 4 4 . 5 0 N M H - 3 0 6 3 2 . 3 2 0 . 7 5 0 1 , 6 2 4 . 0 0 3 0 i n c h 0 . 0 1 1 7 5 , 2 9 6 2 4 . 8 3 4 1 . 9 8 1 7 . 1 4 6 4 6 . 2 0 6 3 3 . 7 0 NP - 6 8 N M H - 2 8 6 5 6 . 0 8 N M H - 2 9 6 4 4 . 5 0 1 . 0 0 0 1 , 1 5 8 . 0 0 3 0 i n c h 0 . 0 1 1 7 5 , 2 9 6 2 4 . 8 3 4 8 . 4 7 2 3 . 6 4 6 5 7 . 7 8 6 4 5 . 7 7 NP - 6 9 N M H - 2 7 6 9 7 . 7 8 N M H - 2 8 6 8 4 . 5 0 1 . 0 0 0 1 , 3 2 8 . 0 0 3 0 i n c h 0 . 0 1 1 7 4 , 6 4 4 2 4 . 6 5 4 8 . 4 7 2 3 . 8 3 6 9 9 . 4 7 6 8 5 . 7 6 NP - 6 5 N M H - 2 6 7 3 3 . 1 5 N M H - 2 7 7 1 9 . 5 0 1 . 0 0 0 1 , 3 6 5 . 0 0 3 0 i n c h 0 . 0 1 1 7 4 , 3 8 1 2 4 . 4 9 4 8 . 4 7 2 3 . 9 8 7 3 4 . 8 4 7 2 0 . 7 6 Pa g e 6 5 Sc e n a r i o : A L T E R N A T E 2 Gr a v i t y P i p e R e p o r t Ti t l e : N o r t h e a s t S e w e r S t u d y - A l t e r n a t e # 2 p: \ . . . \ c a l c s \ s e w e r c a d \ n e w - a l t 2 \ n e s t d y - n e w 2 . s w r 06 / 0 2 / 0 5 1 1 : 4 0 : 5 6 A M Me y e r C i v i l E n g i n e e r i n g , I n c . © H a e s t a d M e t h o d s , I n c . 3 7 B r o o k s i d e R o a d W a t e r b u r y , C T 0 6 7 0 8 U S A + 1 - 2 0 3 - 7 5 5 - 1 6 6 6 Project Engineer: Richard Meyer SewerCAD v5.5 [5.5008]Page 2 of 2 La b e l U p s t r e a m No d e Up s t r e a m In v e r t El e v a t i o n (f t ) Do w n s t r e a m No d e Do w n s t r e a m In v e r t El e v a t i o n (f t ) Co n s t r u c t e d Sl o p e (% ) Le n g t h (f t ) Se c t i o n Si z e Ma n n i n g s n Sy s t e m Po p u l a t i o n (c a p i t a ) To t a l F l o w (c f s ) De s i g n Ca p a c i t y (c f s ) Excess DesignCapacity(cfs)Hydraulic GradeLine In(ft)Hydraulic GradeLine Out(ft) P- 1 3 4 N M H - 3 8 4 8 5 . 3 9 M H - 1 0 8 4 8 4 . 2 5 0 . 4 7 3 2 4 1 . 0 0 3 0 i n c h 0 . 0 1 1 9 0 , 5 3 0 2 9 . 3 0 3 3 . 3 4 4 . 0 3 4 8 7 . 2 4 4 8 6 . 0 7 P- 1 3 5 M H - 1 0 8 4 8 4 . 1 5 N M H - 3 9 4 8 4 . 1 2 0 . 1 0 0 3 1 . 0 0 4 2 i n c h 0 . 0 1 1 9 0 , 5 3 0 2 9 . 3 0 3 7 . 6 0 8 . 3 0 4 8 6 . 0 4 4 8 5 . 9 1 P- 1 3 2 N M H - 3 9 4 8 3 . 6 0 M H - 1 0 6 4 8 3 . 2 1 0 . 6 0 0 6 5 . 0 0 3 6 i n c h 0 . 0 1 1 1 6 6 , 3 9 7 5 0 . 1 7 6 1 . 0 5 1 0 . 8 9 4 8 5 . 9 1 4 8 5 . 3 2 P- 1 3 3 M H - 1 0 6 4 8 3 . 1 1 M H - 1 0 3 4 8 1 . 0 7 0 . 4 7 0 4 3 4 . 0 0 3 6 i n c h 0 . 0 1 1 1 6 6 , 3 9 7 5 0 . 1 7 5 4 . 0 4 3 . 8 7 4 8 5 . 4 2 4 8 3 . 3 6 P- 1 3 1 M H - 1 0 3 4 8 1 . 0 7 N M H - 4 0 4 7 8 . 2 7 0 . 4 7 2 5 9 3 . 0 0 3 6 i n c h 0 . 0 1 1 1 6 6 , 3 9 7 5 0 . 1 7 5 4 . 1 6 4 . 0 0 4 8 3 . 3 8 4 8 0 . 6 4 P- 1 2 7 N M H - 4 0 4 7 8 . 2 7 M H - 1 0 1 4 7 7 . 0 6 0 . 4 6 9 2 5 8 . 0 0 3 6 i n c h 0 . 0 1 1 1 7 2 , 9 8 5 5 2 . 0 2 5 3 . 9 8 1 . 9 6 4 8 0 . 6 4 4 7 9 . 4 2 P- 1 2 8 M H - 1 0 1 4 7 7 . 0 6 M H - 1 0 2 4 7 3 . 5 5 0 . 4 7 0 7 4 7 . 0 0 3 6 i n c h 0 . 0 1 1 1 7 2 , 9 8 5 5 2 . 0 2 5 4 . 0 3 2 . 0 1 4 7 9 . 4 2 4 7 5 . 9 1 P- 1 2 9 M H - 1 0 2 4 7 3 . 5 5 N M H - 4 1 4 7 1 . 6 3 0 . 4 7 2 4 0 7 . 0 0 3 6 i n c h 0 . 0 1 1 1 7 2 , 9 8 5 5 2 . 0 2 5 4 . 1 4 2 . 1 2 4 7 5 . 9 1 4 7 3 . 9 8 P- 1 2 6 N M H - 4 3 4 4 2 . 0 0 N M H - 7 5 4 2 7 . 8 8 0 . 5 2 4 2 , 6 9 3 . 0 0 1 2 i n c h 0 . 0 1 1 1 , 8 6 6 0 . 9 8 3 . 0 5 2 . 0 7 4 4 2 . 4 2 4 2 8 . 6 2 P- 1 2 5 N M H - 4 4 4 2 5 . 5 0 N M H - 7 4 4 1 4 . 1 0 0 . 4 2 6 2 , 6 7 9 . 0 0 1 2 i n c h 0 . 0 1 1 9 4 9 0 . 9 5 2 . 7 5 1 . 8 0 4 2 5 . 9 1 4 1 4 . 5 1 P- 1 2 4 N M H - 4 5 4 1 3 . 1 3 N M H - 7 3 4 0 0 . 4 6 0 . 4 7 2 2 , 6 8 5 . 0 0 1 5 i n c h 0 . 0 1 1 9 , 1 6 9 3 . 1 0 5 . 2 4 2 . 1 4 4 1 3 . 8 4 4 0 1 . 1 5 P- 1 2 3 N M H - 4 6 3 9 9 . 6 3 N M H - 7 2 3 9 2 . 4 7 0 . 2 7 0 2 , 6 5 2 . 0 0 1 0 i n c h 0 . 0 1 1 2 , 6 1 4 1 . 2 1 1 . 3 5 0 . 1 4 4 0 0 . 2 4 3 9 2 . 9 6 P- 1 2 2 N M H - 4 7 3 8 2 . 6 1 N M H - 4 8 3 6 0 . 9 4 0 . 8 1 8 2 , 6 4 9 . 0 0 8 i n c h 0 . 0 1 1 1 , 7 1 4 0 . 5 9 1 . 2 9 0 . 7 0 3 8 2 . 9 7 3 6 1 . 2 6 P- 1 1 3 N M H - 4 8 3 5 8 . 6 8 N M H - 7 0 3 5 7 . 8 4 0 . 0 3 1 2 , 6 7 9 . 0 0 4 2 i n c h 0 . 0 1 1 5 7 , 0 5 3 1 8 . 8 3 2 1 . 0 5 2 . 2 3 3 6 1 . 1 2 3 5 9 . 9 4 P- 1 1 4 N M H - 7 0 3 5 5 . 8 4 N M H - 4 9 3 5 5 . 0 1 0 . 0 3 2 2 , 5 9 6 . 0 0 7 2 i n c h 0 . 0 1 1 2 6 0 , 0 2 7 7 5 . 7 0 8 9 . 4 9 1 3 . 7 9 3 5 9 . 9 4 3 5 8 . 9 9 NP - 3 6 N M H - 5 1 3 5 3 . 1 1 M H - 4 5 3 5 2 . 5 5 0 . 0 3 2 1 , 7 5 0 . 0 0 7 2 i n c h 0 . 0 1 1 2 6 0 , 1 3 5 7 5 . 7 3 8 9 . 5 3 1 3 . 8 0 3 5 6 . 7 8 3 5 5 . 4 3 NP - 6 0 N M H - 5 0 3 5 4 . 0 1 N M H - 5 1 3 5 3 . 1 1 0 . 0 3 3 2 , 7 5 0 . 0 0 7 2 i n c h 0 . 0 1 1 2 6 0 , 1 3 5 7 5 . 7 3 9 0 . 5 4 1 4 . 8 1 3 5 7 . 9 8 3 5 6 . 7 8 NP - 7 4 N M H - 4 9 3 5 4 . 9 1 N M H - 5 0 3 5 4 . 0 1 0 . 0 3 3 2 , 7 5 0 . 0 0 7 2 i n c h 0 . 0 1 1 2 6 0 , 1 3 5 7 5 . 7 3 9 0 . 5 4 1 4 . 8 1 3 5 8 . 9 9 3 5 7 . 9 8 NP - 9 0 M H - 4 5 3 5 2 . 4 5 O - 1 3 5 2 . 3 7 0 . 0 3 2 2 4 7 . 0 0 7 2 i n c h 0 . 0 1 1 2 6 0 , 1 3 5 7 5 . 7 3 9 0 . 0 7 1 4 . 3 4 3 5 5 . 4 3 3 5 4 . 7 0 P- 9 2 N M H - 6 0 3 7 2 . 5 3 N M H - 4 9 3 5 9 . 1 8 0 . 5 0 5 2 , 6 4 6 . 0 0 8 i n c h 0 . 0 1 1 1 0 8 0 . 0 7 1 . 0 1 0 . 9 5 3 7 2 . 6 5 3 5 9 . 3 0 P- 1 1 5 N M H - 7 1 3 6 4 . 8 8 N M H - 7 0 3 5 7 . 8 4 0 . 2 6 9 2 , 6 1 3 . 0 0 4 2 i n c h 0 . 0 1 1 2 0 2 , 9 7 4 6 0 . 7 4 6 1 . 7 1 0 . 9 8 3 6 7 . 7 0 3 6 0 . 2 8 P- 1 1 6 N M H - 7 2 3 7 5 . 2 8 N M H - 7 1 3 6 4 . 8 8 0 . 3 8 4 2 , 7 0 7 . 0 0 4 2 i n c h 0 . 0 1 1 2 0 2 , 9 7 4 6 0 . 7 4 7 3 . 7 0 1 2 . 9 6 3 7 7 . 7 2 3 6 7 . 7 0 P- 1 1 7 N M H - 7 3 3 9 8 . 6 6 N M H - 7 2 3 8 0 . 2 8 0 . 5 7 4 3 , 2 0 4 . 0 0 4 2 i n c h 0 . 0 1 1 2 0 0 , 1 6 5 5 9 . 9 6 9 0 . 0 5 3 0 . 0 9 4 0 1 . 0 9 3 8 2 . 3 7 P- 1 1 8 N M H - 7 4 4 1 1 . 6 0 N M H - 7 3 3 9 8 . 6 6 0 . 6 2 1 2 , 0 8 5 . 0 0 4 2 i n c h 0 . 0 1 1 1 8 9 , 3 4 1 5 6 . 9 9 9 3 . 6 7 3 6 . 6 8 4 1 3 . 9 6 4 0 1 . 0 9 P- 1 1 9 N M H - 7 5 4 2 6 . 2 8 N M H - 7 4 4 1 1 . 6 0 0 . 5 4 8 2 , 6 7 9 . 0 0 4 2 i n c h 0 . 0 1 1 1 8 7 , 3 4 0 5 5 . 9 3 8 8 . 0 1 3 2 . 0 8 4 2 8 . 6 2 4 1 3 . 9 6 P- 1 2 0 N M H - 7 6 4 4 5 . 0 0 N M H - 7 5 4 3 1 . 2 8 0 . 5 2 4 2 , 6 1 7 . 0 0 4 2 i n c h 0 . 0 1 1 1 8 3 , 8 4 5 5 4 . 9 3 8 6 . 0 9 3 1 . 1 6 4 4 7 . 3 2 4 3 3 . 3 1 P- 1 2 1 N M H - 4 2 4 5 1 . 5 9 N M H - 7 6 4 4 5 . 1 0 0 . 2 4 0 2 , 6 9 9 . 0 0 4 2 i n c h 0 . 0 1 1 1 8 3 , 8 4 5 5 4 . 9 3 5 8 . 3 0 3 . 3 7 4 5 4 . 2 9 4 4 7 . 4 2 NP - 5 7 N M H - 4 1 4 6 3 . 9 0 N M H - 4 2 4 5 1 . 9 9 0 . 4 5 8 2 , 5 9 8 . 0 0 3 6 i n c h 0 . 0 1 1 1 7 5 , 3 7 8 5 2 . 6 7 5 3 . 3 7 0 . 6 9 4 6 6 . 3 2 4 5 4 . 3 5 Pa g e 6 6 Scenario: ALTERNATE 2 Manhole Report Title: Northeast Sewer Study - Alternate #2 p:\...\calcs\sewercad\new-alt2\nestdy-new2.swr 06/02/05 11:41:54 AM Meyer Civil Engineering, Inc. © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Project Engineer: Richard Meyer SewerCAD v5.5 [5.5008] Page 1 of 2 LabelGround Elevation (ft) Rim Elevation (ft) Sump Elevation (ft) Sanitary Unit Load Type Sanitary Unit Load Count Sanitary Unit Load Units Total Flow (cfs) Depth In (ft) Depth Out (ft) Structure Diameter (ft) NMH-11,250.001,250.001,241.17<Composite>N/AN/A2.880.740.744.00 NMH-21,195.001,195.001,178.19Single Family (LR)115.70acres3.310.770.774.00 NMH-31,120.001,120.001,065.27Single Family (LR)89.38acres3.650.790.794.00 NMH-4990.00990.00981.17Single Family (LR)24.16acres3.730.790.794.00 NMH-5945.00945.00892.78Single Family (LR)98.69acres4.100.810.814.00 NMH-6825.00825.00815.75<Composite>N/AN/A5.040.970.974.00 NMH-7830.00830.00802.00<None>N/AN/A5.043.913.914.00 NMH-8785.00785.00741.61<Composite>N/AN/A6.311.011.014.00 MH-99735.00735.00687.75<None>N/AN/A6.311.011.014.00 NMH-9680.00680.00659.03<None>N/AN/A6.311.011.014.00 MH-98660.00660.00635.31<None>N/AN/A6.311.011.014.00 NMH-10635.00635.00612.41<Composite>N/AN/A8.371.131.134.00 MH-97610.00610.00582.17<None>N/AN/A8.371.131.134.00 NMH-11580.00580.00570.50<Composite>N/AN/A11.821.311.314.00 NMH-12565.00565.00554.50<Composite>N/AN/A13.945.775.774.00 NMH-22990.00990.00905.83<None>N/AN/A15.891.471.474.00 NMH-21964.00964.00959.25R-EA (LR equiv)615.17acres15.891.471.474.00 MH-92900.00900.00880.78<None>N/AN/A15.891.471.474.00 NMH-23875.00875.00869.50<Composite>N/AN/A23.641.661.664.00 MH-93882.00882.00842.93<None>N/AN/A23.641.661.664.00 NMH-24835.00835.00807.19<None>N/AN/A23.641.661.664.00 MH-94805.00805.00799.50<None>N/AN/A23.641.661.664.00 NMH-25807.00807.00758.71R-MP (LR equiv)154.87acres24.101.671.674.00 MH-96760.00760.00749.00<None>N/AN/A24.101.671.674.00 MH-95750.00750.00744.50<None>N/AN/A24.101.671.674.00 NMH-38503.00503.00485.39<Composite>N/AN/A29.301.851.854.00 NMH-37513.00513.00496.20Single Family (SR)35.80acres27.091.771.774.00 NMH-36517.00517.00502.50<Composite>N/AN/A27.011.771.774.00 NMH-35538.00538.00521.34Single Family (ER)40.21acres26.801.771.774.00 NMH-34560.00560.00542.34<Composite>N/AN/A26.771.761.764.00 NMH-33590.00590.00574.30<Composite>N/AN/A26.731.761.764.00 NMH-32620.00620.00596.55R-MP (LR equiv)102.42acres26.191.741.744.00 NMH-31651.00651.00625.79<Composite>N/AN/A25.881.731.734.00 NMH-30655.00655.00632.32<None>N/AN/A24.831.701.704.00 NMH-29650.00650.00644.50<None>N/AN/A24.831.701.704.00 NMH-28690.00690.00656.08R-MP (LR equiv)62.74acres24.831.701.704.00 NMH-27725.00725.00697.78Single Family (ER)202.22acres24.651.691.694.00 NMH-26742.00742.00733.15Single Family (SR)173.29acres24.491.691.694.00 MH-108500.50500.50484.15<None>N/AN/A29.301.891.894.00 NMH-39500.50500.50483.60R-1 (Population)75,867.00resident50.172.312.315.00 MH-106499.53499.53483.11<None>N/AN/A50.172.312.314.00 MH-103498.35498.35481.07<None>N/AN/A50.172.312.314.00 NMH-40493.61493.61478.27Industrial (Area)135.93acres52.022.372.375.00 MH-101492.02492.02477.06<None>N/AN/A52.022.362.364.00 MH-102485.74485.74473.55<None>N/AN/A52.022.362.364.00 NMH-43452.50452.50442.00<Composite>N/AN/A0.980.420.424.00 NMH-44434.50434.50424.00<Composite>N/AN/A0.951.911.914.00 NMH-45423.17423.17413.13<Composite>N/AN/A3.100.710.714.00 NMH-46408.46408.46399.63<Composite>N/AN/A1.210.620.624.00 NMH-47392.50392.50382.61<Composite>N/AN/A0.590.360.364.00 NMH-48378.50378.50358.68<Composite>N/AN/A18.832.442.447.00 NMH-70375.57375.57355.84<None>N/AN/A75.704.104.107.00 MH-45374.50374.50352.45<None>N/AN/A75.732.982.987.00 NMH-51373.20373.20353.11<None>N/AN/A75.733.673.677.00 Page 67 Scenario: ALTERNATE 2 Manhole Report Title: Northeast Sewer Study - Alternate #2 p:\...\calcs\sewercad\new-alt2\nestdy-new2.swr 06/02/05 11:41:54 AM Meyer Civil Engineering, Inc. © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Project Engineer: Richard Meyer SewerCAD v5.5 [5.5008] Page 2 of 2 LabelGround Elevation (ft) Rim Elevation (ft) Sump Elevation (ft) Sanitary Unit Load Type Sanitary Unit Load Count Sanitary Unit Load Units Total Flow (cfs) Depth In (ft) Depth Out (ft) Structure Diameter (ft) NMH-50368.50368.50354.01<None>N/AN/A75.733.973.977.00 NMH-49372.00372.00354.91<None>N/AN/A75.734.084.087.00 NMH-60378.20378.20372.53Single Family (RR)82.90acres0.070.120.124.00 NMH-71386.95386.95364.88<None>N/AN/A60.742.822.825.00 NMH-72401.30401.30375.28Single Family (RR)150.07acres60.742.442.445.00 NMH-73421.66421.66398.66R-IA (LR equiv)159.20acres59.962.432.435.00 NMH-74434.60434.60411.60<Composite>N/AN/A56.992.362.365.00 NMH-75449.53449.53426.28<Composite>N/AN/A55.932.342.345.00 NMH-76470.19470.19445.00<None>N/AN/A54.932.322.325.00 NMH-42473.50473.50451.59<Composite>N/AN/A54.932.702.705.00 NMH-41483.50483.50463.90<Composite>N/AN/A52.672.422.425.00 Page 68 Scenario: ALTERNATE 2 Pressure Pipe Report Title: Northeast Sewer Study - Alternate #2 p:\...\calcs\sewercad\new-alt2\nestdy-new2.swr 06/02/05 11:42:44 AM Meyer Civil Engineering, Inc. © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Project Engineer: Richard Meyer SewerCAD v5.5 [5.5008] Page 1 of 1 LabelUpstream Node Upstream Invert Elevation(ft) Downstream Node Downstream Invert Elevation(ft) Length (ft) Diameter (in) Minor Loss Coefficient Pressure Flow (cfs) Velocity (ft/s) Pressure Pipe Headloss(ft) NFM-2WW-1526.00PMP-1565.0025.0024.01.5013.604.330.49 NFM-3PMP-1565.00WW-3822.007,423.0021.03.0013.605.6532.09 NFM-4WW-3822.00PMP-2857.0020.0018.01.5013.667.731.57 NFM-5PMP-2857.00NMH-21959.257,540.0021.03.0013.665.6832.87 Page 69 Sc e n a r i o : A L T E R N A T E 2 Pu m p R e p o r t Ti t l e : N o r t h e a s t S e w e r S t u d y - A l t e r n a t e # 2 p: \ . . . \ c a l c s \ s e w e r c a d \ n e w - a l t 2 \ n e s t d y - n e w 2 . s w r 06 / 0 2 / 0 5 1 1 : 4 4 : 3 6 A M Me y e r C i v i l E n g i n e e r i n g , I n c . © H a e s t a d M e t h o d s , I n c . 3 7 B r o o k s i d e R o a d W a t e r b u r y , C T 0 6 7 0 8 U S A + 1 - 2 0 3 - 7 5 5 - 1 6 6 6 Project Engineer: Richard Meyer SewerCAD v5.5 [5.5008]Page 1 of 1 La b e l T o Pi p e Gr o u n d El e v a t i o n (f t ) Pu m p Ty p e Sh u t o f f He a d (f t ) Sh u t o f f Di s c h a r g e (c f s ) De s i g n He a d (f t ) De s i g n Di s c h a r g e (c f s ) Ma x i m u m Op e r a t i n g He a d (f t ) Pr e s s u r e Fl o w (c f s ) In t a k e Pu m p Pr e s s u r e (p s i ) Di s c h a r g e Pu m p Pr e s s u r e (p s i ) Pu m p Head(ft) PM P - 1 N F M - 3 5 6 5 . 0 0 D e s i g n P o i n t ( 1 P o i n t ) 4 2 8 . 0 0 0 . 0 0 3 2 1 . 0 0 1 4 . 0 0 0 . 0 0 1 3 . 6 0 - 2 . 3 8 1 3 9 . 1 4 3 2 7 . 0 8 PM P - 2 N F M - 5 8 5 7 . 0 0 D e s i g n P o i n t ( 1 P o i n t ) 1 8 6 . 6 7 0 . 0 0 1 4 0 . 0 0 1 3 . 8 0 0 . 0 0 1 3 . 6 6 - 1 . 7 6 5 9 . 2 2 1 4 0 . 9 3 Pa g e 7 0 PIPE:KSA FLOWS NOT INCLUDED N:0.011 Design Point: SLOPE:0.00030 FT/FTQ (CFS):62.91 SIZES%DDn (FT)V (FPS)Q (CFS)V (FPS):3.27 66"00.0000.000.00Dn (FT):4.16 100.5501.161.44 201.1001.786.02 301.6502.2513.46 402.2002.6123.16 502.7502.8934.37 603.3003.1046.18 703.8503.2457.55 804.4003.3067.19 81.954.5073.3068.73 904.9503.2573.26 955.2253.1773.86 1005.5002.8968.74 FLOW RATE 6 2.9 1 0 1 2 3 4 5 6 01020304050607080Q, CFS DE P T H , F T 66 inch at 0.0003FT/FT Design Point: `` PIPE HYDRAULICS 62.91 0 1 1 2 2 3 3 4 01020304050607080FLOW, CFS VE L O C I T Y , F P S 66 inch at 0.0003FT/FT Design Point: ````` Meyer Civil Engineering, Inc. 110 S. Montclair St #104, Bakersfiled, CA 93309 Page 1 of 1Single Point Page 73