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Home My WebLink About03 - Non-Exclusive Solid Waste Franchise - PowerPoint (Staff)Sewer System Master Plan Capital Improvements June 9, 2009 Sewer Master Plan developed by AKM Engineers Item No ?315 197 Miles of Sewer Mains • 251525 Sewer Laterals 21 Sewer Lift Stations • 4.7 Miles of Sewer Force Main Sewer Master Plan Capital Improvement Cost Summary Project Cost CIP Project Description ($) Collection System Capacity 1,281,391 Improvement Projects Collection System Condition 16,648,060 Improvement Projects Pump Station Improvement 11,088,000 Projects Tota 1 29,017,451 s fe 0: WZA 4i 4 � ` 1 1 7 / •_� capm.rgor,� s Y�.w M6M bsIYi .rM� CAPITAL IMPROVEMENT PROGRAM Table 10 -2 Collection System Capacity Improvement Program Projec Size Lengt Replacemen Project t No. Pipe ID Location UrS MH ID DIS MH ID (in) h (ft) Slope tSize (in) Comments Cost($) At east of Balboa Blvd and west C -1 R20_014 of G St. MHR20_014 MHR20_010 8 117 0.0011 10 Replace 71,078 At west of Coast Hwy and east of D34_092 62 nd St. MHD34_017 MHD34_016 10 105 0.0005 12 _ 76,523 At west of Coast Hwy and east of D34_093 Prospect St. MHD34_018 MHD34_017 10 105 0.00061 12 76,545 At west of Coast Hwy and west D34_094 of Prospect St. MHD34_022 MHD34_018 10 210 0.0012 12 153,090 At west of Coast Hwy. and west D34_095 of Cedar St. MHD34_084 MHD34_022 10 105 0.0019 12 Flow monitoring verified 76,545 At west of Coast Hwy. and east deficiency at MHD34_017. C -2 D34_096 of Wallnut St. MHD34_026 MHD34_084 8 105 0.0018 12 Verify upstream deficiencies 76,545 At west of Coast Hwy and west through flow monitoring prior D34_097 of Lugonia St. MHD34_030 MHD34_026 8 210 0.0019 12 to project implementation. 153,068 At west of Coast Hwy and Alley between Culton St and Lugonia D34_098 St. MHD34_085 MHD34_030 8 105 0.0014 12 76,545 At west of Coast Hwy and west D34_099 of Culton St. MHD34_033 MHD34_085 8 105 0.0010 12 76,523 At west of Coast Hwy and west D34_101 of Orange St. MHD34_062 MHD34_088 8 1 115 1 0,00101 12 1 83,886 At San Joaquin Hills Rd. and C -3 K02_098 west of Marguerite Ave. MHK02 085 MHK02 084 8 226 0.0037 10 Replace - low priority 137,483 At San Joaquin Hills Rd and right next to west of Marguerite K02_097 Ave. MHK02 084 MHK02 078 8 368 0.0063 10 1 223,560 Total 1,281,391 10 -5 City of Newport Beach R:RsportsV ewport Beach \Sewer Master Plan Sewer Master Plan CAPITAL IMPROVEMENT PROGRAM Table 10 -3 (continued) Gravity Sewer Replacement and Rehabilitation Program 10 -10 R'.RhInsuarrpan Busigh ,Mscar Ran Cif, of Newpa" Beach Sewer Moore, plan z° > E re o & z° t9 ` 3 ¢ 0 10 C Ry 3 o GIS CCTV 2• Full Z o g p i D Location Manhole o Sit. Length Length o Project u u O c 64 CCTV Data Pisan) Map o In Mat fl fl a Comments Minimum Recommendation Cog S Simot UIS MH us MH L4]021 698 Line tvq son hillside to p�DC NB NO VIDEO Y tIDt BAYSIDE OR 8 L -10 MHL4]_001 MML4] 8 VCP tOJ 108 Tram planmtl on tap of shallow main OCSO 50,000 147 022 NB Y PORTARGUELLO WAY 101154008 K02_205 L -14 MHKO2_182 MHKO2_183 WS 8 VCP 193 193 109 Fn1Clure Circumferential Spot Repair ®48'LOS Of N.000 MHK02_182 NB V 1815 SABRINA TERR 5/12/2009 L35_03 K -10 MXL28 014 MH435 020 d5 B VCP 308 300 110 Ln loci for 19018 1915 Sabdna Ten Spot Repair Q 185' and 270' 1ta'� is Broken Q connection O'S of MHL20_014 NB Y 119 COLLINS AVE 11/812005 131_052 K-09 MHL31_081 COL310D15 WS 6 VCP 31 30 111 Pipe turns mduC.S 10 O- then 4 -Replace 11,000 TBA oath heavi mots Q Busher Spat Repair end of line imm 66' NB Y 200 VIA BARCELONA O1t3l2007 FOt_146 M416 MHFOI_128 MHFO1_129 WS 8 VCP 73 70 112 anholo to rasher& abandon flusher 35.000 NB Y 228 PEARL AVE 111012006 L31_105 LO9 NIHL31_076 COL31 0019 WS 8 VCP 314 314 113 287 the pipe changes born S' VCP Replace 153,000 — to 6- VCP F1i_002 NS NO VIDEO Y 14TH TO 20111 ST & L4M MHF17003 MHF11001 8 VCP 440 440 114 Root Invasion in Laterals Spot Repair 214.000 ML at 20'; Un.M. Ib roolcut past NB Y IN OLIVE ST 1014/2006 P43 MHO34_083 LHD34_004 WS 6 VCP 80 80 115 joint due to lip, also restricts Raw Spot Repair Q 20' 2%O(kO DIS 6- VCP EP AKM M31" Y2 12 M311012 13 Y POLARIS OR 1WV07 MHG22_W) MHG22 036 US B VCP 194 193 118 3.6' h50mlion Runner 193.4' OBZ Spot Repair Q 3.6'. Clear 94.00D (OBR) &NSA. rocks Q 193.4'. NS Y 8 DRAKES BAY 91343008 FK021 K -14 MHK02 162 MHK02 161 d5 B VCP 16).52 168 117 Fracture Orcumfrenlial Spot Repir@ 146' US 81,000 Pipe reduces to V min 0'. 60 NS Y 2]51 COAST HIGHWAY 91241008 N-W MHD05145 MHODS WS 8 PVC 80 SO 118 upstream of MHDOS: Heow grease Replace 39,000 accumulalion Pip. m luxes horn 12- to 8- NB NO VIDEO Y 2500 BEACON 014E MHDOSm2 MHC05 009 12 VCP 398 398 119 MH005072: Bottleneck for debits Replace 290,000 to get lodged Pipe entering MHL68_003 45's into NB Y 153 HARBOR ISLAND DR. 112=008 L60_013 L48 MHL68_003 MHUHI 017 US 8 VCP 441 440 120 manna.. catches debris: Install Replace 214,000 manhole or realign pipe Lt5_029 Una laid in planter with trees planted Une pipe from street to Sian o1 NB NO VIDEO Y 2W EVENING CANYON &WO TO 1212 MHL15023 MHLIS_116 8 PVC 141 140 121 siphon line going antler buck 69,000 L15 174 on oP galley NB NO VIDEO Y 15 RUE VERTE 115 026 Niv 0112/ MHIIS 022 MM115 026 8 VCP 175.5 170 122 Pipe runs umenm.'tl area mmugM1 Una 85.000 — — wash ND Y FINLEY AVE 44912009 F04_009 MANS MHFO4 001 MHF04_002 WS 8 VCP 243 239 123 Multiple cracks in old pipe Una I18O0O OCEAN FRDNTALLEV FROM 30TH FOS 003 Pi la aid and mas Pe g y.nth sereml NB NO VIDEO Y TO NEWPORT PIER Tp M5'L5 MHFOS OO7 MHFOS 002 8 VCP I 1395 1500 124 infirs. Needs to be lined Line 678,000 F05007 Belly stars at 1101 don't knew Na Y 2705 VISTA UMBROSA 21114009 Noll 430 R -01 MHHOS 438 MHH40_439 O'S 8 VCP 124 124 125 Replace 60,000 where It trds Uning Failure. Chimney dropped and NB V 522 W OCEAN FRONT 41274009 R11_001 K-8 MHR11_00l MHRII WS 8 PVC 125 103 126 is crashing mein due I. vs ter main Replace 61,000 aid an top ADJACENT KINGS ROAD AND ST Cartesian in pipe. Replace as Steel ReDlacemeet Fragment JAMES PLACE I I 6 & Steel Ide,elopmarl occurs Replace 1,254.060 Total 31,390 31,174 T.Iat 18,645,060 10 -10 R'.RhInsuarrpan Busigh ,Mscar Ran Cif, of Newpa" Beach Sewer Moore, plan Table 10-4 (continued) Pump Station Improvement Program PS ID Station Name Improvement Description Project Cost 1. Upgrade electrical and controls to current City standard - Currently being implemented 11 Harbor Ridge 2. Replace pumps with 120 gpm capacity units $54,000 3. Line existing wet well $54,000 4. Install standby generator with automatic transfer switch-Currently being implemented Carnation 1. Install standby generator with automatic transfer switch $108,000 12 Avenue 2. Line wet well to extend its useful life $68,000 3. Construct 1,600 gallon emergency storage when pump station is replaced 13 China Cove 1. Install standby generator with automatic transfer switch when pump station is replaced 2. Construct 1,600 gallon emergency storage when pump station is replaced 1. Install standby generator with automatic transfer switch $108,000 14 Main Beach 2. Line wet well $68,000 3. Construct 1,600 gallon emergency storage $203,000 15 Buck Gully 1. Install standby generator with automatic transfer switch $162,000 1. Install standby generator with automatic transfer switch $203,000 16 Cameo Shores 2. Increase stripper pump capacity to handle dry weather urban runoff $54,000 3. Replace 30 HP main pump motors with 40 HP motors $54,000 1. Upgrade electrical and controls to current City standards- Currently being implemented 2. Install standby generator with automatic transfer switch - Currently being implemented 17 Polaris Drive 3. Replace forcemain $207,000 4. Line existing wet well $68,000 5. Construct 3,600 gallon emergency storage when pump station is replaced 18 Mariners Drive 1 Construct 1,100 gallon emergency storage when pump station is replaced $203,000 20 Brien Tract 1. Replace existing pump station with a new facility - Currently being implemented 2. Construct new forcemain $400,000 1. Upgrade electrical and controls to current City standards - Currently being implemented 21 Back Bay Drive 2. Install standby generator with automatic transfer switch - Currently being implemented 3. Construct operational storage $135,000 4. Line existing wet well $68,000 1. Construct new wet well and 1,100 gallon emergency storage when pump station is replaced 22 Ford Road 2. Install standby generator with automatic transfer switch $108,000 3. Replace forcemain with 4 inch pipe $410,000 23 Shellmaker 1. Upgrade the facility to current City Standards utilizing the existing wet well structure $450,000 Island 2. Replace forcemain with 4 -inch pipe $82,000 Total $11,088,000 10 -12 City of Newport Beach R:ReponsWei BeacMSewer Master Plan Sewer Master Plan