Document Modesto_doc_ba36b940ed

7 5 8 0 N O R T H I N G R A M A V E N U E , S U I T E 1 1 2 • F R E S N O , C A L I F O R N I A 9 3 7 1 1 • ( 5 5 9 ) 4 3 6 - 6 6 1 6 • F A X ( 5 5 9 ) 4 3 6 - 1 1 9 1 pw:// - DRAFTCarollo/Documents/Client/CA/Modesto/6887A00/TM/003.doc City of Modesto Technical Memorandum WASTEWATER COLLECTION SYSTEM MASTER PLAN COLLECTION SYSTEM CONDITION ASSESSMENT FINAL August 2005 ---PAGE BREAK--- August 2005 i C:\pw_working\projectwise\award\d0294955\003.doc CITY OF MODESTO WASTEWATER COLLECTION SYSTEM MASTER PLAN COLLECTION SYSTEM CONDITION ASSESSMENT TECHNICAL MEMORANDUM TABLE OF CONTENTS 1.0 INTRODUCTION Page No. 1 2.0 DATA COLLECTION 1 3.0 PIPE SIZES AND AGE 2 4.0 CCTV INSPECTION OF RCP SEWERS 6 4.1 Exhibit 1 - Hahn Drive - Braden Ave to Staniford Ave 9 4.2 Exhibit 2 - Highway 99 at Conant Ave 11 4.3 Exhibit 3 - Poust Road - Blue Gum Ave to Chapparal Place 11 4.4 Exhibit 4 - Kearney Ave - Princeton Ave to Coldwell Ave 11 4.5 Exhibit 5 - Highway 99 - Graphics Drive and Emerald Avenue 12 4.6 Exhibit 6 - Emerald Ave - Maze Ave to Beryl Way 12 4.7 Exhibit 7 - Emerald Ave - Crippin Ave - Rouse Ave to Kirschen Ave 13 4.8 Exhibit 8 - Highway 99 South of Tuolumne Blvd. 14 4.9 Exhibit 9 - Highway 99 at Jefferson Avenue 14 4.10 Exhibit 10 - Las Palmas - Pequeno Avenue to Yosemite Boulevard 15 4.11 RCP Rehabilitation Prioritization 15 5.0 LIFT STATIONS 15 5.1 L.S. No. 8 Cheyenne/Dutchollow 16 5.2 L.S. No. 17 Emerald Avenue 16 5.3 L.S. No. 19 Hahn Lift Station 18 5.4 L.S. No. 22 Mark Randy 19 5.5 L.S. No. 27 Pepsi 19 5.6 L.S. No. 30 Rumble 19 5.7 L.S. No. 34 Torrid and Diablo 19 5.8 L.S. No. 39 19 5.9 L.S. No. 46 Jefferson Street 20 5.10 L.S. No. 58 Coffee/Claratina 20 6.0 BRICK MANHOLES 20 7.0 DIGITAL PHOTOS OF ADDITIONAL RCP SEWERS 20 ---PAGE BREAK--- August 2005 ii C:\pw_working\projectwise\award\d0294955\003.doc LIST OF APPENDICES A - Exhibits 1 through 10 - Aerial Photos Showing Segments for CCTV Inspection B - CCTV Manhole Inspection Summary C - CCTV Inspection Logs - Exhibit 1 through 10 D - Lift Station Inventory of 39 stations E - Ten Lift Stations Selected for Condition Assessment F - Digital Photos of RCP Sewers LIST OF TABLES Table 1 Sewers 50 Years and Older 6 Table 2 Total Length of Sewers by Material and Age 7 Table 3 RCP Trunk Sewers for CCTV Inspection 8 Table 4 Percent of Total RCP - CCTV to 9 Table 5 Rating Guide for RCP Trunk Sewers 10 Table 6 Ten Wastewater Lift Stations Evaluated by Carollo 16 LIST OF FIGURES Figure 1 Pipe Age with Segments for CCTV 3 Figure 2 Interceptor Segments Selected for CCTV 4 Figure 3 RCP Pipe Age 5 Figure 4 Priority Lift Stations 17 Figure 5 Location of Digital Photos in RCP System 21 ---PAGE BREAK--- August 2005 1 C:\pw_working\projectwise\award\d0294955\003.doc City of Modesto Technical Memorandum No. 1 WASTEWATER COLLECTION SYSTEM MASTER PLAN COLLECTION SYSTEM CONDITION ASSESSMENT 1.0 INTRODUCTION This Technical Memorandum (TM) presents findings and recommendations on the physical condition assessment of the City of Modesto’s (City) wastewater collection system. The assessment will cover the following collection system components: • RCP trunk sewers. • Selected lift stations. • Brick manholes in older sections of the City. 2.0 DATA COLLECTION To obtain an understanding of the existing physical condition of these facilities, the following tasks were completed: • Met with City staff of the Operation and Maintenance (O&M) Department. • Inspected selected lift stations with City O&M staff. • Obtained and reviewed available record drawings for sewers, lift stations, and force mains. • Prepared maps and tables indicating type and age of sewers. • Performed closed circuit television (CCTV) inspection of selected reinforced concrete pipe (RCP) trunk sewers. • Obtained digital photos of RCP sewers to supplement CCTV data. Individual plat maps were reviewed and collection system maps were prepared using geographic information system (GIS) data to show the following: • Pipe size. • Pipe age. • Pipe invert elevations. • Manholes. • Lift station locations. ---PAGE BREAK--- August 2005 2 C:\pw_working\projectwise\award\d0294955\003.doc • Sewer system overflow (SSO) locations. 3.0 PIPE SIZES AND AGE City O&M staff determined the pipe age for the collection system. The ages of pipes were not based on record drawing dates, but on the average age of pipes in a particular area. The age accuracy of pipes over 20 years could be within a decade of the listed age. Figures were developed to illustrate the age of the collection system and to identify those areas where inspections were conducted. • Figure 1 shows entire collection system including lift stations. Figure 1 also shows pipe age and sewer segments selected for CCTV inspection during July 2004. • Figure 2 shows interceptor diameter, sewer areas and segments selected for CCTV inspection during July 2004. • Figure 3 shows pipe age. The RCP pipelines were installed over 50 years ago. There is a total of 88,800 feet of 4- to 8-inch diameter pipe and 186,800 feet of 10- to 66-inch diameter pipe 50 years and older within the City’s collection system. Of the 10-inch and larger, 99,000 feet is RCP. In many communities, RCP is very susceptible to sulfuric acid corrosion. Sulfuric acid is found in sewers and attacks the cement at the top and sides of RCP. In some cases, this corrosion compromises the structural integrity of the RCP pipe and the pipe collapses. This has already happened in Modesto on the existing Emerald Avenue trunk sewer. Table 1 presents the total length and material type for the sewers that are 50 years or older. The material type includes: • ACP - Asbestos Concrete Pipe. • RCP - Reinforced Concrete Pipe. • VCP - Vitrified Clay Pipe. Table 2 presents the total length of all sewers in the collection system, grouped by material type and age. There is a total of approximately 324,200 feet of RCP within the City’s sewer system. There is approximately 134,600 feet of RCP less than 25 years old, 89,600 feet 25 to 50 years old, and 100,000 feet of RCP over 50 years old. RCP 20 years and older is unlined, but the City requires that new RCP be plastic lined. This condition assessment focused primarily on larger diameter RCP trunk sewers. As shown in Table 2, 2,660,400 feet or 83 percent of the sewer system is vitrified clay pipe. VCP is resistant to sulfuric acid corrosion. VCP has been installed in many cities in the ---PAGE BREAK--- KIERNAN AVE KIERNAN AVE COVERT RD COVERT RD BACON RD BACON RD BANGS AVE BANGS AVE PELANDALE AVE PELANDALE AVE BECKWITH RD BECKWITH RD NORTH AVE NORTH AVE WOODLAND AVE WOODLAND AVE MAZE BLVD MAZE BLVD CALIFORNIA AVE CALIFORNIA AVE PARADISE RD PARADISE RD WHITMORE AVE WHITMORE AVE HWY 99 HWY 99 HWY 99 HWY 99 STODDARD RD STODDARD RD AMERICAN AVE AMERICAN AVE TULLY RD TULLY RD MC HENRY AVE MC HENRY AVE COFFEE RD COFFEE RD OAKDALE RD OAKDALE RD ROSELLE AVE ROSELLE AVE CLAUS RD CLAUS RD LANGWORTH RD LANGWORTH RD CARVER RD CARVER RD DALE RD DALE RD PRESCOTT RD PRESCOTT RD SHOEMAKE AVE SHOEMAKE AVE BLUE GUM AVE BLUE GUM AVE SYLVAN AVE SYLVAN AVE BRIGGSMORE AVE BRIGGSMORE AVE KANSAS AVE KANSAS AVE HATCH RD HATCH RD 9TH ST 9TH ST FINNEY RD FINNEY RD SAPTF SCENIC LS #31 SCENIC LS #31 WOODLAND LS #39 WOODLAND LS #39 THOUSAND OAKS LS #32 THOUSAND OAKS LS #32 EMERALD LS #17 EMERALD LS #17 TRRP LS #41 TRRP LS #41 HAHN LS #19 HAHN LS #19 PEPSI LS #27 PEPSI LS #27 BENSON LS #3 BENSON LS #3 ATHENS LS #1 ATHENS LS #1 COSTCO LS #44 COSTCO LS #44 RUMBLE LS #30 RUMBLE LS #30 MURIEL LS #25 MURIEL LS #25 CODONI LS #16 CODONI LS #16 JEFFERSON LS #46 JEFFERSON LS #46 NORTHGATE LS #26 NORTHGATE LS #26 CALIFORNIA LS #5 CALIFORNIA LS #5 MARK RANDY LS #22 MARK RANDY LS #22 TULLY DAVIS LS #37 TULLY DAVIS LS #37 CARVER SCOTT LS #6 CARVER SCOTT LS #6 TRASK ENCINA LS #35 TRASK ENCINA LS #35 ROSE CELESTE LS #29 ROSE CELESTE LS #29 MAZE SPENCER LS #23 MAZE SPENCER LS #23 TORRID DIABLO LS #34 TORRID DIABLO LS #34 EVERGREEN GAY LS #18 EVERGREEN GAY LS #18 FLEUR DE VILLE LS #45 FLEUR DE VILLE LS #45 LA LOMA MORTON LS #21 LA LOMA MORTON LS #21 COLDWELL OLIVE LS #11 COLDWELL OLIVE LS #11 CLAYTON MARTIN LS #10 CLAYTON MARTIN LS #10 HOLIDAY EXPRESS LS #55 HOLIDAY EXPRESS LS #55 ORANGEBURG PARK LS #51 ORANGEBURG PARK LS #51 COFFEE CLARATINA LS #58 COFFEE CLARATINA LS #58 CARVER STANDIFORD LS #7 CARVER STANDIFORD LS #7 PHOENIX EDGEBROOK LS #28 PHOENIX EDGEBROOK LS #28 CENTRE PLAZA NORTH LS #49 CENTRE PLAZA NORTH LS #49 COLLEGE ORANGEBURG LS #14 COLLEGE ORANGEBURG LS #14 CHEYENNE DUTCHOLLOW LS #8 CHEYENNE DUTCHOLLOW LS #8 ELT TERINO FAIRMONT LS #15 ELT TERINO FAIRMONT LS #15 FIGURE 1 PIPE AGE 0 9,000 4,500 Feet North Ceres North Ceres WASTEWATER COLLECTION SYSTEM MASTER PLAN CITY OF MODESTO Empire Empire Source: City of Modesto Information Technology - GIS Beard Industrial Park Beard Industrial Park Legend Major Lift Station Lift Station Major Roads RCP Pipe 16" and Larger Unknown 1 - 10 Years 10 - 20 Years 20 - 30 Years 30 - 40 Years 40 - 50 Years 50 Years and Older Other Sewers Study Area ---PAGE BREAK--- KIERNAN AVE KIERNAN AVE COVERT RD COVERT RD BACON RD BACON RD BANGS AVE BANGS AVE PELANDALE AVE PELANDALE AVE BECKWITH RD BECKWITH RD NORTH AVE NORTH AVE WOODLAND AVE WOODLAND AVE MAZE BLVD MAZE BLVD CALIFORNIA AVE CALIFORNIA AVE PARADISE RD PARADISE RD WHITMORE AVE WHITMORE AVE HWY 99 HWY 99 HWY 99 HWY 99 STODDARD RD STODDARD RD AMERICAN AVE AMERICAN AVE TULLY RD TULLY RD MC HENRY AVE MC HENRY AVE COFFEE RD COFFEE RD OAKDALE RD OAKDALE RD ROSELLE AVE ROSELLE AVE CLAUS RD CLAUS RD LANGWORTH RD LANGWORTH RD CARVER RD CARVER RD DALE RD DALE RD PRESCOTT RD PRESCOTT RD SHOEMAKE AVE SHOEMAKE AVE BLUE GUM AVE BLUE GUM AVE SYLVAN AVE SYLVAN AVE BRIGGSMORE AVE BRIGGSMORE AVE KANSAS AVE KANSAS AVE HATCH RD HATCH RD 9TH ST 9TH ST FINNEY RD FINNEY RD SAPTF Exhibit 7 Exhibit 7 Exhibit 3 Exhibit 3 Exhibit 4 Exhibit 4 Exhibit 6 Exhibit 6 Exhibit 1 Exhibit 1 Exhibit 2 Exhibit 2 60'' 60'' 54'' 54'' 42'' 42'' 24'' 24'' 66'' 66'' 21'' 21'' 18'' 18'' 51'' 51'' 39'' 39'' 33'' 33'' 30'' 30'' 27'' 27'' 45'' 45'' 48'' 48'' 36'' 36'' 16'' 16'' 33'' 33'' 18'' 18'' 60'' 60'' 33'' 33'' 33'' 33'' 33'' 33'' 21'' 21'' 18'' 18'' 36'' 36'' 33'' 33'' 18'' 18'' 36'' 36'' 33'' 33'' 54'' 54'' 54'' 54'' 21'' 21'' 21'' 21'' 30'' 30'' 48'' 48'' 16'' 16'' 66'' 66'' 30'' 30'' 18'' 18'' 48'' 48'' 24'' 24'' 33'' 33'' 30'' 30'' 21'' 21'' 18'' 18'' 30'' 30'' 36'' 36'' 33'' 33'' 24'' 24'' 33'' 33'' 27'' 27'' 21'' 21'' 21'' 21'' 36'' 36'' 18'' 18'' 30'' 30'' 27'' 27'' 33'' 33'' 45'' 45'' 45'' 45'' 30'' 30'' 18'' 18'' 54'' 54'' 45'' 45'' 60'' 60'' 18'' 18'' 24'' 24'' 24'' 24'' 30'' 30'' 21'' 21'' 54'' 54'' 54'' 54'' 48'' 48'' 27'' 27'' 33'' 33'' 54'' 54'' 18'' 18'' 51'' 51'' 24'' 24'' 30'' 30'' 18'' 18'' 24'' 24'' 39'' 39'' 33'' 33'' 21'' 21'' 18'' 18'' 30'' 30'' 36'' 36'' 33'' 33'' 54'' 54'' 36'' 36'' 33'' 33'' 18'' 18'' 54'' 54'' 24'' 24'' 36'' 36'' 18'' 18'' 27'' 27'' 48'' 48'' 27'' 27'' 48'' 48'' 60'' 60'' 51'' 51'' 36'' 36'' 18'' 18'' 27'' 27'' 36'' 36'' 33'' 33'' 27'' 27'' 39'' 39'' 24'' 24'' 36'' 36'' 27'' 27'' 60'' 60'' 36'' 36'' 24'' 24'' 21'' 21'' 33'' 33'' 24'' 24'' 54'' 54'' 39'' 39'' 60'' 60'' 36'' 36'' 54'' 54'' 18'' 18'' 18'' 18'' 36'' 36'' 51'' 51'' 27'' 27'' 30'' 30'' 27'' 27'' 51'' 51'' 18'' 18'' Exhibit 10 Exhibit 10 Exhibit 9 Exhibit 9 Exhibit 5 Exhibit 5 Exhibit 8 Exhibit 8 FIGURE 2 CCTV INSPECTION 0 9,000 4,500 Feet North Ceres North Ceres WASTEWATER COLLECTION SYSTEM MASTER PLAN CITY OF MODESTO Empire Empire Source: City of Modesto Information Technology - GIS Beard Industrial Park Beard Industrial Park Legend Major Lift Station Lift Station RCP Pipe 16" and Larger Other Sewers CCTV Sewer Segments Major Roads Study Area ---PAGE BREAK--- KIERNAN AVE KIERNAN AVE COVERT RD COVERT RD BACON RD BACON RD BANGS AVE BANGS AVE PELANDALE AVE PELANDALE AVE BECKWITH RD BECKWITH RD NORTH AVE NORTH AVE WOODLAND AVE WOODLAND AVE MAZE BLVD MAZE BLVD CALIFORNIA AVE CALIFORNIA AVE PARADISE RD PARADISE RD WHITMORE AVE WHITMORE AVE HWY 99 HWY 99 HWY 99 HWY 99 STODDARD RD STODDARD RD AMERICAN AVE AMERICAN AVE TULLY RD TULLY RD MC HENRY AVE MC HENRY AVE COFFEE RD COFFEE RD OAKDALE RD OAKDALE RD ROSELLE AVE ROSELLE AVE CLAUS RD CLAUS RD LANGWORTH RD LANGWORTH RD CARVER RD CARVER RD DALE RD DALE RD PRESCOTT RD PRESCOTT RD SHOEMAKE AVE SHOEMAKE AVE BLUE GUM AVE BLUE GUM AVE SYLVAN AVE SYLVAN AVE BRIGGSMORE AVE BRIGGSMORE AVE KANSAS AVE KANSAS AVE HATCH RD HATCH RD 9TH ST 9TH ST FINNEY RD FINNEY RD SAPTF FIGURE 3 RCP PIPE AGE 0 9,000 4,500 Feet North Ceres North Ceres WASTEWATER COLLECTION SYSTEM MASTER PLAN CITY OF MODESTO Empire Empire Source: City of Modesto Information Technology - GIS Beard Industrial Park Beard Industrial Park Legend Pipe Age Less than 50 years 50 -104 years RCP 50 to 104 years Unknown Major Roads Study Area ---PAGE BREAK--- August 2005 6 C:\pw_working\projectwise\award\d0294955\003.doc Table 1 Sewers 50 Years and Older Collection System Condition Assessment City of Modesto Pipe Length (feet) Material/Size, inches 4-8 10-66 Total ACP 100 100 RCP 1,000 99,000 100,000 RP 400 400 VCP 87,700 87,300 175,000 Unknown 100 100 Total 88,800 186,800 275,600 United States for over 150 years. The primary problem with VCP installed 30 or more years ago is the joints. Older VCP joints were not tight and allowed infiltration, inflow, and root intrusion into sewer systems. Generally, VCP installed within the last 30 years has been made with flexible compression joints and coupling which have significantly reduced infiltration/inflow and root intrusion. The majority of the VCP within the City’s sewer system was installed within the last 25 years and should have compression joints. The older VCP sewers in the downtown area have the obsolete joint system and may be a source of excessive infiltration and inflow City O&M staff did not inform Carollo Engineers, Inc., (Carollo) that they had significant problems with older VCP which could not be handled by routine maintenance. City staff has indicated that it has performed CCTV inspection of the downtown area sewers that are less than 16-inches in diameter. City staff will therefore prepare a separate condition assessment report on the older VCP sewers in the downtown area. 4.0 CCTV INSPECTION OF RCP SEWERS To better assess the condition of the City’s RCP sewers, additional services were conducted to perform CCTV inspection of selected segments of RCP. Selected segments were based on pipe size, age, and alignment. Four of the five trunk sewers underneath Highway 99 were CCTV inspected in July 2004. ---PAGE BREAK--- August 2005 7 C:\pw_working\projectwise\award\d0294955\003.doc Table 2 Total Length of Sewers by Material and Age Collection System Condition Assessment City of Modesto Pipe Length (feet) by Age (Years) Pipe Material 0-25 25-50 50-104 Total ACP 6,000 100 6,100 CCP 2,000 2,000 CI 6,500 6,500 DIP 18,500 18,500 ML 1,100 1,100 PVC 39,000 2,000 41,000 RCP 134,600 89,600 100,000 324,200 RP 2,200 400 2,600 Steel 2,200 2,200 VCP 2,402,000 83,400 175,000 2,660,400 WSP 900 100 1,000 Unknown 157,500 100 157,600 Total 2,770,300 177,200 275,600 3,223,100 Table 3 shows the RCP trunk segments selected for CCTV inspection. The trunk sewer segments are shown as Exhibit No. 1 to 10 in Appendix A. Figure 3 shows the general location of the sewer segments for each exhibit. In Appendix A there are aerial photo maps which show the specific locations of sewers which were selected for CCTV inspection. Carollo contracted with L.R. Paulsell Consulting (Paulsell) to perform the CCTV inspection of Exhibits 1 to 10. Before the actual CCTV work, Paulsell inspected manholes in the night and early morning to measure depth of flow and sediment, and to assess whether the CCTV inspection could be accomplished by float or tractor mounted equipment. The manhole inspections were conducted on July 21 and 22, 2004. A spreadsheet found in Appendix B presents a summary of the CCTV inspection and manhole inspection for each exhibit. Paulsell provided Carollo with one set of VHS videotapes of the CCTV inspections, which were reviewed with the City’s O&M staff on August 19, 2004. Carollo had a DVD of CCTV tapes made and has delivered the VHS tapes to the City. Paulsell’s CCTV logs and selected still pictures are part of Appendix C. Copies of Appendix C were bound separately and provided to the City on August 19, 2004. Table 4 presents the percentages of total length of RCP in Modesto, which was inspected by CCTV. As shown in Table 4, only 2.5 percent of the total length of RCP has been CCTV inspected. These are very small percentages and Carollo recommends that the City consider CCTV of larger diameter RCP pipe as an annual budgeted item. ---PAGE BREAK--- August 2005 8 C:\pw_working\projectwise\award\d0294955\003.doc Table 3 RCP Trunk Sewers for CCTV Inspection Collection System Condition Assessment City of Modesto Exhibit No. RCP Interceptors for CCTV Pipe Diameter (inches) Estimated Age (year) Approximate Pipe Length (feet) 1 Hahn Dr between Braden Ave and Staniford Ave 39 23 1,029 2 Highway 99 at Conant Ave 51 26 545 3 Poust Rd between Blue Gum Ave and Chapparal Pl 51 24 1,477 4 Kearney Ave between Princeton Ave and Coldwell Ave 30 21 1,330 5 Highway 99 between Emerald Ave and Graphics Dr 36 28 301 6 Emerald Ave between Maze Blvd and Beryl Way 24, 36 48, 34 694 7 Crippin Ave between Rouse Ave and Kirschen Dr 36 42, 44 1,165 8 Highway 99 between Tuolumne Blvd and Zeff Rd 48 UK 806(4) 9 Highway 99 at Jefferson Ave 16 UK 383 10 Las Palmas Ave between Pequeno Ave and Yosemite Blvd 30 67 1,085 Total (Feet) 8,009(4) Notes: 1. CCTV closed circuit TV. Tractor mounted or Float mounted. 2. UK = Unknown Age. 3. Night time inspection performed first to determine if tractor mounted or float mounted CCTV was necessary. 4. Exhibit 8 Interceptor could not be CCTV inspected because of fast wastewater flows and is not included in total. ---PAGE BREAK--- August 2005 9 C:\pw_working\projectwise\award\d0294955\003.doc Table 4 Percent of Total RCP - CCTV to Date Collection System Condition Assessment City of Modesto Age 0-25 25-50 50-104 Total Total Pipe, feet 134,600 89,600 100,000 324,400 Length CCTV, feet 3,836 2,705 1,468 8,009 Percent CCTV of RCP in System 2.8 3.0 1.5 2.5 The CCTV inspection included most of the RCP trunk sewers that cross underneath Highway 99. The 24-inch line of the Ceres trunk sewer under Highway 99 was not CCTV inspected since it is a relatively new pipe. Because of their location under Highway 99, these trunk sewers should be CCTV inspected at least every three to five years to assess the structural integrity of the RCP trunk sewers. Capital costs to rehabilitate RCP interceptors will be included in the Wastewater Collection System Master Plan. Table 5 presents the rating guide used to evaluate the condition of RCP trunk sewers. Discussion of the CCTV and manhole inspection for each of the ten exhibits is presented as follows: 4.1 Exhibit 1 - Hahn Drive - Braden Ave to Staniford Ave This RCP trunk sewer within Hahn Drive is 39-inches in diameter and has been in use approximately 23 years. This trunk sewer serves the rapidly growing northwest corner of the City and flows underneath a Modesto to Irrigation District (MID) irrigation canal. A total of 1,029 linear feet was CCTV inspected. This section of trunk sewer was chosen as a baseline to evaluate older pipe sections because of its importance in servicing future development. The inspection did not show significant crown of pipeline deterioration. Concrete was in reasonable condition when compared with the other videoed trunk sewers. The depth of flow during the nighttime was 1.25 feet (15-inches) in the 39-inch pipe, or 38 percent of the pipe diameter. Max flow line appeared to be near the crown of the pipe, indicating that the pipe may have capacity problems. There were approximately 2-inches of grit throughout most of the pipe (wastewater sediment, sand, rock, etc). At one manhole there was up to 4-inches of grit. Heavy debris at the invert prevented CCTV of the entire trunk sewer length. Significant I/I and roots were apparent at joints. Rating: This trunk sewer is rated a Priority 4. The City should CCTV other segments of this line at 5-year intervals and consider point repair of joint near manhole, which has considerable infiltration. ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\Table 5.doc Priority 0 Condition Assessment • Previous recorded collapses on the same segment Recommended Action • Fix immediately • Rehabilitate this year Recommended CIP Year • 2005-2006 Priority 1 Condition Assessment • Extensive concrete loss between rebar • Visible rebar and corrugated appearance • RCP >50 years old or in Industrial Zone Recommended Action • Inspect entire segment this fiscal year • Schedule for rehabilitation within next five years Recommended CIP Year • 2005-2010 Priority 4 Condition Assessment • Mostly smooth concrete with minimal deterioration of RCP wall • RCP older than 20 years not subject to industrial wastes Recommended Action • Inspect this fiscal year and put on annual chemical coating program. Recommended CIP Year • Initiate Annual Chemical Coating and Inspection Program in 10 year CIP • 2020-2025, if not maintained Priority 5 Condition Assessment • No deterioration apparent • RCP not subject to industrial wastes • RCP 10-20 years old installed without protective lining. Recommended Action • Inspect prior to 10 year CIP and put on annual chemical coating program. Recommended CIP Year • Initiate Annual Chemical Coating and Inspection Program in 2015 • 2025-2030, if not maintained Priority 2 Condition Assessment • Little smooth concrete remaining, extensive aggregate visible but no visible rebar • RCP >30 years old • RCP in area where hot industrial waste accelerates H2SO4 corrosion • Segments where reliability is critical such as Highway 99 crossings. Recommended Action • Inspect within the next five years • Schedule for rehabilitation in the next five to ten years Recommended CIP Year • 2010-2015 Priority 6 Condition Assessment • No deterioration apparent • RCP not subject to industrial wastes • RCP is less than 20 years old and lined Recommended Action • Put on inspection schedule Recommended CIP Year • Rehabilitation not required if pipe is lined Priority 3 Condition Assessment • Some smooth concrete remaining, structural integrity not compromised • Some visible aggregate • RCP older than 20 years not subject to industrial wastes Recommended Action • Inspect this fiscal year and put on annual chemical coating program. Recommended CIP Year • Initiate Annual Chemical Coating and Inspection Program in 10 year CIP • 2015-2020, if not maintained Table 5 Rating Guide for RCP Trunk Sewers Collection System Condition Assessment City of Modesto ---PAGE BREAK--- August 2005 11 C:\pw_working\projectwise\award\d0294955\003.doc 4.2 Exhibit 2 - Highway 99 at Conant Ave This RCP trunk sewer crosses underneath Highway 99 from Sisk Road to Brink Avenue. This sewer is 51-inches in diameter and has been in service for approximately 26 years. The total length of the crossing is 545 feet. The manhole inspection indicated 6-inches of grit, which was 11.7 percent of the diameter. This is a significant amount of grit, which affects capacity. The depth of flow during the night was 1.75 feet (21-inches) in the 51-inch diameter trunk sewer (this 21-inch includes 6-inches of grit). The sewer was flowing about 41 percent of depth with the 6-inch grit. CCTV inspection indicated that there was heavy erosion on the pipe wall. There also appeared to be a vertical jog at the pipe joint within the southwest shoulder of Highway 99. The RCP revealed heavy corrosion, erosion due to flows on the pipe walls, and spalling of the concrete was apparent. Rating: This trunk sewer is rated a Priority 3 because of its location under Highway 99. 4.3 Exhibit 3 - Poust Road - Blue Gum Ave to Chapparal Place This 51-inch diameter RCP trunk sewer was constructed about 24 years ago. The total length of the CCTV inspection was 1,477 feet. The CCTV inspection showed that concrete was spalling (popping) off the pipe wall in some places. The CCTV showed exposed aggregate at the crown of the pipe with most of the smooth concrete gone. Heavy infiltration was detected at a joint located at 270 feet. The condition of this pipe is better overall than most of the exhibits. The depth of flow during the night was 1.75 feet (21-inches) in a 51-inch diameter pipe. The pipe was flowing at about 41 percent of its capacity during the night. Based on manhole inspections there was 4-inches of grit, which is about 7.8 percent of the pipe diameter. Some of this grit may be due to concrete spalling from the pipe wall. At Station 147.6, there was a small VCP lateral, which appears to be cut into the 51-inch diameter RCP. Rating: This trunk sewer is rated a Priority 4. The City should consider rehabilitation of this trunk sewer within the next five to ten years before degradation and spalling of the pipe walls worsen. 4.4 Exhibit 4 - Kearney Ave - Princeton Ave to Coldwell Ave This 30-inch diameter RCP trunk sewer is within Kearney Avenue in an industrial park, and has been in service approximately 21 years. The length of the segment inspected was1,330 feet. The manhole inspection indicated only 2-inches of grit. The depth of flow was 1.25 feet (15-inches) in this pipe. The trunk sewer was flowing at about 50 percent full during the ---PAGE BREAK--- August 2005 12 C:\pw_working\projectwise\award\d0294955\003.doc night. CCTV inspection showed significant erosion of concrete on the pipe wall and crown. CCTV inspection found a catch basin connected to the 30-inch trunk at the Leonard Avenue intersection. This sewer serves an industrial area. There is a commercial center, restaurants, hotels, and the Foster Farm dairy plant in this area. The Foster Farm plant formerly discharged hot water to the sewers, which could have contributed to increased hydrogen sulfide damage. Heat is a big factor in contributing to degradation from hydrogen sulfide. The McHenry Village, also contributes waste to this sewer. The McHenry Village contains a shopping center, several businesses, and dry cleaners. Other suspects for hot water discharge are the MID Power Plant, which is close to Exhibit 5 at Jefferson Avenue and the ice plant. Rating: This interceptor is rated a Priority 3 because of the accelerated loss of cement and exposed aggregate. 4.5 Exhibit 5 - Highway 99 - Graphics Drive and Emerald Avenue This 36-inch diameter RCP trunk sewer crosses underneath Highway 99 from Graphics Drive to Emerald Avenue, and has been in service for approximately 28 years. The entire length of 301 feet under Highway 99 was CCTV inspected. This is a good candidate for a parallel line under Highway 99. The sooner the City rehabilitates this line the better, before there is more development in the area. The CCTV shows heavy erosion of concrete on the pipe walls. Exposed aggregate is visible in several sections of the sewer. On the southwest edge of Highway 99, the top of the 36-inch diameter RCP has been patched, most likely after being damaged during construction of Highway 99. The patch appears to be in bad condition and requires immediate repairs. There is no parallel line in which to bypass flows if a break were to occur. The depth of flow during the night was 1.75 feet (21-inches) in the 36-inch diameter pipe. The pipe was flowing at 58 percent capacity during the night-time hours, which would indicate that there may be a capacity problem with this sewer segment during peak hour wet weather flows. No grit was reported during the manhole inspections. As shown on Exhibit 5 in Appendix A, there is adequate undeveloped and available land south of this pipe section to bore and jack a relief interceptor under Highway 99. Rating: This trunk sewer is rated a Priority 3. 4.6 Exhibit 6 - Emerald Ave - Maze Ave to Beryl Way This RCP trunk sewer is 36-inch diameter for 691 feet south of Maze Avenue. At Maze Avenue, the diameter changes from 36-inch down to 24-inch as shown in the still photo in Appendix B. Paulsell was not able to CCTV the 24-inch line because of high water in the pipe. The 36-inch trunk is 34 years old and the 24-inch interceptor is 48 years old. CCTV of ---PAGE BREAK--- August 2005 13 C:\pw_working\projectwise\award\d0294955\003.doc the 36-inch diameter sewer showed heavy erosion of concrete on the pipe wall and one area of exposed wire mesh 448 feet south of Maze Avenue. The depth of flow during the night was 1.5 feet (18-inches) in the 36-inch diameter pipe and the pipe was flowing at 50 percent. The depth of flow at the transition manhole was 1.75 (21-inches) or 88 percent of depth of the 24-inch sewer. At the next sewer down stream, the depth was 1.25 (15-inches), which is 62.5 percent of the 24-inch diameter. There have been three collapses in this trunk sewer, one of which took place recently just from the CCTV section. Immediate action should be taken towards rehabilitation of this trunk sewer to prevent further collapses. Rating: The Emerald Trunk sewer is rated a Priority 1, which from Table 5 indicates that it should be rehabilitated as soon as possible. 4.7 Exhibit 7 - Emerald Ave - Crippin Ave - Rouse Ave to Kirschen Ave This 36-inch diameter trunk sewer RCP has been in service for 44 years. This reach of sewer is part of the Emerald Trunk sewer and is down stream from Exhibit 6. Paulsell was only able to CCTV 1,165 feet of the total planned 1,847 feet. The remaining 682 feet could not be CCTV inspected because of heavy debris in the pipe. The CCTV showed heavy erosion on the pipe wall and heavy roots in the first manhole. There are two curves in the 36-inch pipe alignment, which are shown on the Exhibit 7 figure in Appendix A. MH64090631 near Yellow Pine Drive is paved over. There were multiple locations with exposed rebar approximately 16.6, 28.9 and 100.3 feet from the upstream manhole and 7.3 feet from the second manhole. The top of the pipe appeared corrugated because concrete eroded from between the rebar. Tony Souza of the City commented about a break at the Emerald Avenue sewer and mentioned that the condition of the Crippin Avenue sewer was similar. He added that at the excavation location of a previous collapse, the wall of the pipe was less than 3/4-inch thick. He mentioned that there was an ultrasound done and report prepared of the Emerald Avenue pipe. He said there had been three collapses in Emerald Avenue alone. The most recent break occurred between Emerald and Lenoir to Emerald and California. The depth of flow during the night was 1.25 feet (15-inches) in the 36-inch diameter pipe or 42 percent of depth. Only 83 percent of the 874 feet between manholes was CCTV inspected because there was excessive debris and grit in the pipe invert. The distance of 728 feet between manholes for a 36-inch diameter sewer is too long to inspect between manholes. Paulsell stated to Carollo that this was the worst section of RCP pipe that was CCTV inspected. It was evident that this trunk sewer lacks structural integrity due to the corrosion and heavy erosion of the pipe wall. ---PAGE BREAK--- August 2005 14 C:\pw_working\projectwise\award\d0294955\003.doc Rating: This Crippin Avenue/Emerald Avenue trunk sewer is rated as a Priority 1, which from Table 5 indicates that it should be rehabilitated as soon as possible. 4.8 Exhibit 8 - Highway 99 South of Tuolumne Blvd. This 48-inch diameter RCP trunk sewer was constructed under a fill section of Highway 99. City records show pipe age as unknown, but it is probably approximately 26 years old similar to Exhibit 2, crossing of Highway 99 at Conant Avenue. Paulsell attempted many times to CCTV this section of sewer with float equipment. The flow in the sewer was too swift and strong and the float capsized on every attempt. Bypass pumping to reduce flows and velocity would be required to perform successful float CCTV inspection, but was not in Paulsell’s agreement for CCTV. Based on the manhole inspections, the flow in this interceptor was 1.75 feet (21-inches) in the middle of the night. This depth was approximately 44 percent of the diameter. This is the major trunk sewer, which serves much of the central and east sides of the City. A middle of the night flow of 44 percent indicated that there may be a capacity issue in the near future. Since this trunk sewer serves a great part of the City and is underneath Highway 99, eventual CCTV inspection should be performed. This will involve significant bypass pumping to reduce flow and velocity within the pipe so that appropriate CCTV equipment can be used. Rating: This interceptor was not inspected but would be rated as a Priority 3 because it is under Highway 99. 4.9 Exhibit 9 - Highway 99 at Jefferson Avenue At 16-inches, this is the smallest diameter RCP sewer chosen for CCTV inspection. The pipe crosses under Highway 99 from North Jefferson Avenue to South Jefferson Avenue. City records indicate that this segment of sewer has an unknown age but is probably 26 years old based on other Highway 99 sewer crossings. Approximately 89 feet of the first manhole, there is a sag in the pipe. This sag is near the Highway 99 north bound on ramp from Street. About halfway between manholes there is root infiltration visible due to trees in the median. The depth of flow in the middle of the night was 0.5 feet (6-inches) or 37 percent of diameter. There was some exposed aggregate but not major concrete pipe deterioration or exposed rebar. There is a lack of redundancy in this section and installation of a parallel line is critical. Rating: This trunk sewer is rated as a Priority 3 because of its location under Highway 99. ---PAGE BREAK--- August 2005 15 C:\pw_working\projectwise\award\d0294955\003.doc 4.10 Exhibit 10 - Las Palmas - Pequeno Avenue to Yosemite Boulevard This is the oldest RCP pipe CCTV inspected. City records indicate that this pipe is 67 years old. Approximately 1,085 feet of 30-inch diameter sewer was inspected. The CCTV inspection showed heavy erosion on pipe walls and areas where concrete has spalled off the pipe wall. Exposed rebar is evident at two locations (401.4 feet and 428.6 feet). The depth of flow during the middle of the night was 1.25 feet (15-inches) or 50 percent of the pipe diameter. Rating: This trunk sewer is rated as a Priority 2 because of the pipe’s age (67 years), visible aggregate, and exposed rebar. 4.11 RCP Rehabilitation Prioritization Based on CCTV inspection findings, generalizations were made to prioritize the entire City RCP trunk sewers. Due to limited CCTV inspection data, only 2.5 percent of the RCP in the collection system was visually inspected. Prioritization was based primarily on age of the pipelines, locations, and corrections with the CCTV inspected pipe segments. On this basis, the RCP trunk sewers were broken down into rehabilitation projects. See the rehabilitation capital project listing in Chapter 7 and 8 of the Wastewater Collection System Master Plan for prioritization. 5.0 LIFT STATIONS The City has 39 wastewater lift stations. A spreadsheet included in Appendix D presents an inventory of the 39 wastewater lift stations. Most of the information in the spreadsheet was provided by City staff to Carollo in electronic format. Carollo added columns for: dates of pump upgrades; force main diameter, length, and type; wet well dimensions; pump numbering; dates of inspections by Carollo and condition assessment comments. Carollo met with City staff on three occasions to refine our comments. The yellow highlighted stations in Appendix D are the stations determined by the City to warrant detailed analysis by Carollo under this condition assessment. These ten lift stations are presented in Table 6. Firm pumping capacity is the capacity of the station with the largest pump on 100 percent standby. A detailed spreadsheet of the ten priority stations is included in Appendix E. The other 29 stations are in excellent condition or are subject of studies and designs by the City staff or consultants. Carollo was impressed by the commitment of both City engineering staff and maintenance staff to maintain and rehabilitate lift stations. Carollo reviewed design and/or record drawings of many completed projects to upgrade existing lift stations. Figure 4 shows the locations of the ten priority lift stations included in this condition assessment. ---PAGE BREAK--- August 2005 16 C:\pw_working\projectwise\award\d0294955\003.doc Table 6 Ten Wastewater Lift Stations Evaluated by Carollo Collection System Condition Assessment City of Modesto Lift Station No. Name Firm Capacity, gpm Date Inspected by Carollo 8 Cheyenne & Dutchhollow 300 September 14th 17 Emerald 5,600 February 11th & September 14th 19 Hann 700 September 14th 22 Mark Randy 157 September 14th 27 Pepsi 265 September 14th 30 Rumble 950 February 11th 34 Torrid & Diablo 300 February 11th 39 Woodland 14,500 February 11th & September 14th 46 Jefferson Street 1,400 September 14th 58 Coffee/Claratina 1,000 September 14th 5.1 L.S. No. 8 Cheyenne/Dutchollow This lift station is located on a large sidewalk corner. Current pumps are dry-pit submersible and should be converted to a submersible lift station type. The pump controls are currently inside a dry pit and would have to be moved to an outside control panel. The design should verify that there is enough room for a control panel on the sidewalk. The wet well has two manhole covers and is structurally in good shape. There have been no flooding problems at this location. Signal from the signal pole is lost due to surrounding large trees. 5.2 L.S. No. 17 Emerald Avenue This lift station is 51 years old and has the following flaws: • Due to a poor original design, maintenance personnel must step on a removable floor grate when entering the building. The floor grate is removable for pulling pumps. If it is not placed back in its proper position, a fatal fall could occur to the entry person. • The lower level stairways are very steep and potentially hazardous for all service personnel and others to climb up or descend down. ---PAGE BREAK--- KIERNAN AVE KIERNAN AVE COVERT RD COVERT RD BACON RD BACON RD BANGS AVE BANGS AVE PELANDALE AVE PELANDALE AVE BECKWITH RD BECKWITH RD NORTH AVE NORTH AVE WOODLAND AVE WOODLAND AVE MAZE BLVD MAZE BLVD CALIFORNIA AVE CALIFORNIA AVE PARADISE RD PARADISE RD WHITMORE AVE WHITMORE AVE HWY 99 HWY 99 HWY 99 HWY 99 STODDARD RD STODDARD RD AMERICAN AVE AMERICAN AVE TULLY RD TULLY RD MC HENRY AVE MC HENRY AVE COFFEE RD COFFEE RD OAKDALE RD OAKDALE RD ROSELLE AVE ROSELLE AVE CLAUS RD CLAUS RD LANGWORTH RD LANGWORTH RD CARVER RD CARVER RD DALE RD DALE RD PRESCOTT RD PRESCOTT RD SHOEMAKE AVE SHOEMAKE AVE BLUE GUM AVE BLUE GUM AVE SYLVAN AVE SYLVAN AVE BRIGGSMORE AVE BRIGGSMORE AVE KANSAS AVE KANSAS AVE HATCH RD HATCH RD 9TH ST 9TH ST FINNEY RD FINNEY RD SAPTF LS #34 TORRID DIABLO LS #34 TORRID DIABLO LS #19 HAHN LS #19 HAHN LS #27 PEPSI LS #27 PEPSI LS #30 RUMBLE LS #30 RUMBLE LS #17 EMERALD LS #17 EMERALD LS #39 WOODLAND LS #39 WOODLAND LS #46 JEFFERSON LS #46 JEFFERSON LS #22 MARK RANDY LS #22 MARK RANDY LS #58 COFFEE CLARATINA LS #58 COFFEE CLARATINA LS #8 CHEYENNE DUTCHOLLOW LS #8 CHEYENNE DUTCHOLLOW TRRP TRRP COSTCO COSTCO SCENIC SCENIC MURIEL MURIEL CODONI CODONI BENSON BENSON ATHENS ATHENS NORTHGATE NORTHGATE CALIFORNIA CALIFORNIA BEARDBROOK BEARDBROOK TULLY DAVIS TULLY DAVIS TRASK ENCINA TRASK ENCINA ROSE CELESTE ROSE CELESTE MAZE SPENCER MAZE SPENCER CARVER SCOTT CARVER SCOTT THOUSAND OAKS THOUSAND OAKS EVERGREEN GAY EVERGREEN GAY FLEUR DE VILLE FLEUR DE VILLE LA LOMA MORTON LA LOMA MORTON COLDWELL OLIVE COLDWELL OLIVE CLAYTON MARTIN CLAYTON MARTIN HOLIDAY EXPRESS HOLIDAY EXPRESS ORANGEBURG PARK ORANGEBURG PARK THOUSAND OAKS AUX THOUSAND OAKS AUX PHOENIX EDGEBROOK PHOENIX EDGEBROOK CARVER STANDIFORD CARVER STANDIFORD CENTRE PLAZA NORTH CENTRE PLAZA NORTH COLLEGE ORANGEBURG COLLEGE ORANGEBURG ELT TERINO FAIRMONT ELT TERINO FAIRMONT FIGURE 4 PRIORITY LIFT STATIONS 0 9,000 4,500 Feet North Ceres North Ceres WASTEWATER COLLECTION SYSTEM MASTER PLAN CITY OF MODESTO Empire Empire Source: City of Modesto Information Technology - GIS Beard Industrial Park Beard Industrial Park Legend Priority Lift Station Lift Station RCP Pipe 16" and Larger All Other Pipes Major Roads Study Area ---PAGE BREAK--- August 2005 18 C:\pw_working\projectwise\award\d0294955\003.doc • There is no overhead crane or stationary equipment in place to use for pulling pumps and motors and for positioning them in the room at the removal access opening. Modern lift stations of this size have bridge cranes and other monorail type systems in place to remove pumps, motors, valves, and related pipe-fittings. Removing these components is always a challenge for staff and a safety risk. • There is severe corrosion of the wet well building due to hydrogen sulfide attack caused by improper ventilation of the wet well. Due to the corrosion, the integrity of the building structure has been compromised. In the last upgrade, the wet well was coated with polyurethane, but this coating is deteriorating. • Soil filter bed is not working properly. Look into upstream treatment for odor control. • Safety guards are missing on pump drive shafts. Blower fan does not meet NFPA 820 explosion proof requirements. All three pumps operate during storm events and wet weather. Proper design criteria should be two pumps operating and one on standby. Due to the age and condition assessment of the lift station, the best solution would be to entirely replace the lift station with a new, better designed lift station. 5.3 L.S. No. 19 Hahn Lift Station This lift station, located on the corner of Honeycreek and Nightingale, is on the City’s current Capital Improvements Program (CIP) for upgrade/replacement in 2011. There is a vacant lot nearby (100 yards) which will be the site for a new development (The Promenade). This lift station is susceptible to flooding during storm events when rock-well storm drains surcharge, flooding the entire street corner. In the past, flooding previously entered the dry pit and damaged pumps until dry pit submersible pumps were installed and controls were placed in an above ground cabinet. There is no room for a standby generator on the corner of residential property. A generator receptacle was installed for Y2K. The ventilation system is inadequate and does not meet code since the only ventilation is through the manhole cover. Pumps burn out about every two years due to improper ventilation. The wet well is very deep, 35-37 feet, and not coated. However, the concrete is still in good condition. The soil in the area is sandy, so shoring would be a concern due to depth of wet well if a new station is built. A new station should be designed for storm water flows. Currently both pumps operate during heavy storm events. Possible lift station alternatives are to convert to wet well submersible station or eliminate the station and construct a new station at the future development site. The 6-foot diameter wet well is too small for two submersible pumps. The 8-inch diameter force main may also be too small for operating with two pumps. ---PAGE BREAK--- August 2005 19 C:\pw_working\projectwise\award\d0294955\003.doc 5.4 L.S. No. 22 Mark Randy This is a small lift station in a commercial area. There is only one submersible pump inside a 5-foot diameter wet well and it may not be possible to fit two pumps in the existing well. There is also a lack of back-up power and only 45 minutes of down time. There is room for a standby generator on the sidewalk. The spare pump shop is located across the street however, it is unlikely that the pump can be replaced in 45 minutes. A different pump design may be required since the existing submersible pump sits in a plastic tub. 5.5 L.S. No. 27 Pepsi The station downtime is only 20 minutes depending on Pepsi Plant operations. The station only serves the Pepsi Plant. Standby generator installation is a high priority due to location near the river. Overflows, if they occur, will flow down the street to the river. There is plenty of room for a standby generator although the City may have to purchase land from Pepsi. An infrequent pump air lock problem occurs every 2 to 3 months. Changing the water level for pump start does not fix the problem. Both pumps run at high wet well levels. The force main is 950 feet long. 5.6 L.S. No. 30 Rumble This lift station is located in a park surrounded by a block wall. It is a “steel can” packaged dry well station that has reached the end of its useful life. It is suspected that the bottom of the steel might be corroded. There is sufficient land around the station to construct a submersible type pump station. It may be possible to install two submersible pumps in the existing wet well or construct a completely new wet well. There is also sufficient land area to construct a permanent standby generator. Since the firm capacity of this station is 950 gpm, the station should have a standby generator. 5.7 L.S. No. 34 Torrid and Diablo This lift station is located in the sidewalk of an intersection. Electrical cabinets are located at the back of the sidewalk. The station is a dry pit type station with the wet well in the intersection. During storm events, the wet well backs up and portable back up pumps are needed to avoid emergency situations. The City wants this station abandoned and a new submersible type lift station constructed. Since the station is in a sidewalk, there is no room to construct a permanent standby generator next to the station. However, there appears to be available land in an orchard across the road for a standby generator. During final design of the station, a new station with generator should be considered across the road on the orchard site before the orchard site is developed. 5.8 L.S. No. 39 Woodland Station needs new motor control center (MCC), awning between building to protect equipment from sun damage, new lighting, two new Wemco dry pit horizontal submersible ---PAGE BREAK--- August 2005 20 C:\pw_working\projectwise\award\d0294955\003.doc pumps to replace the remaining old Worthington pumps, check valves, and piping. The wet well ventilation system may be inadequate and not to code. There is no lighting or electricity in the wet well. The wet well walls are still in good condition and the door has been replaced recently. The existing standby generator is designed to handle three pumps operating. 5.9 L.S. No. 46 Jefferson Street This lift station is located in the Department of Public Works (DPW) sign shop yard. The wet well is very deep and the dry well had an access elevator. The sign shop may be scheduled for demolition. A new bus barn is proposed for construction on this site by the City. There is a blower and generator receptacle. There is no standby generator. The wet well needs recoating. This lift station may be replaced with a submersible station in conjunction with DPW/bus barn. 5.10 L.S. No. 58 Coffee/Claratina The lift station is a Dakota package station and was built in 1998. Pumps are dry pit Fairbanks - Morse Pumps. It was built below grade and during storm events, the area fills with water one foot in depth. A gutter with drain rock around the lift station is used to keep it from flooding. New development includes plans to extend Montana Street through the existing lift station, requiring the lift station to be located on a traffic island or roundabout. The pump well is extremely deep, 45 feet, and has an access elevator. The wet well is coated with polyurethane. There is plenty of room available for a standby generator. Future development could create a capacity issue. Mid-Valley Engineering is involved with the development plans. An office complex is proposed for the vacant lot next to the lift station. 6.0 BRICK MANHOLES There are a number of old brick manholes in the older sewers within the downtown area. The City has provided Carollo with inspection forms of about 72 manholes. Carollo contracted with Thompson Hysell of Modesto to inspect 160 manholes. 7.0 DIGITAL PHOTOS OF ADDITIONAL RCP SEWERS After reviewing the CCTV of selected sewers, the City of Modesto authorized Carollo to obtain digital photos for approximately 100 other manholes within the RCP system. Carollo hired Pausell & Associates (Pausell) to take digital photos; the location of which are shown on Figure 5. The digital photos of RCP sewers are bound separately in Appendix F. ---PAGE BREAK--- KIERNAN AVE KIERNAN AVE COVERT RD COVERT RD BACON RD BACON RD BANGS AVE BANGS AVE PELANDALE AVE PELANDALE AVE BECKWITH RD BECKWITH RD NORTH AVE NORTH AVE WOODLAND AVE WOODLAND AVE MAZE BLVD MAZE BLVD CALIFORNIA AVE CALIFORNIA AVE PARADISE RD PARADISE RD WHITMORE AVE WHITMORE AVE HWY 99 HWY 99 HWY 99 HWY 99 STODDARD RD STODDARD RD AMERICAN AVE AMERICAN AVE TULLY RD TULLY RD MC HENRY AVE MC HENRY AVE COFFEE RD COFFEE RD OAKDALE RD OAKDALE RD ROSELLE AVE ROSELLE AVE CLAUS RD CLAUS RD LANGWORTH RD LANGWORTH RD CARVER RD CARVER RD DALE RD DALE RD PRESCOTT RD PRESCOTT RD SHOEMAKE AVE SHOEMAKE AVE BLUE GUM AVE BLUE GUM AVE SYLVAN AVE SYLVAN AVE BRIGGSMORE AVE BRIGGSMORE AVE KANSAS AVE KANSAS AVE HATCH RD HATCH RD 9TH ST 9TH ST FINNEY RD FINNEY RD SAPTF 99 99 78 78 70 70 991 991 893 893 890 890 886 886 884 884 879 879 874 874 861 861 857 857 839 839 826 826 825 825 823 823 821 821 816 816 654 654 652 652 635 635 630 630 627 627 624 624 608 608 606 606 603 603 602 602 591 591 586 586 416 416 414 414 382 382 306 306 303 303 281 281 279 279 246 246 245 245 243 243 234 234 233 233 232 232 151 151 139 139 128 128 [PHONE REDACTED] 2534 2520 2520 2473 2473 2285 2285 1769 1769 1763 1763 1740 1740 1736 1736 1735 1735 1733 1733 1726 1726 1717 1717 1715 1715 1713 1713 1710 1710 1704 1704 1701 1701 1674 1674 1663 1663 1658 1658 1657 1657 1656 1656 1641 1641 1598 1598 1561 1561 1549 1549 1547 1547 1527 1527 1505 1505 1467 1467 1466 1466 1452 1452 1434 1434 1412 1412 1400 1400 1396 1396 1372 1372 1351 1351 1331 1331 1290 1290 1284 1284 1281 1281 1274 1274 1237 1237 1101 1101 1075 1075 1071 1071 1068 1068 1026 1026 1024 1024 20004 20004 1413 1413 2537 2537 1296 1296 FIGURE 5 DIGITAL PHOTO LOCATIONS 0 9,000 4,500 Feet North Ceres North Ceres WASTEWATER COLLECTION SYSTEM MASTER PLAN CITY OF MODESTO Empire Empire Source: City of Modesto Information Technology - GIS Beard Industrial Park Beard Industrial Park Legend Photo Inspection Manholes Major Roads RCP Pipe 16" and Larger Unknown 1 - 10 Years 10 - 20 Years 20 - 30 Years 30 - 40 Years 40 - 50 Years 50 Years and Older Study Area Photo ID 630 630 ---PAGE BREAK--- August 2005 C:\Users\award\Desktop\Modesto\App.doc City of Modesto APPENDIX A - EXHIBITS 1 THROUGH 10 - AERIAL PHOTOS SHOWING SEGMENTS FOR CCTV INSPECTION ---PAGE BREAK--- 39" RCP Pipe Age: 23 39" RCP Pipe Age: 23 39" RCP Pipe Age: 23 39" RCP Pipe Age: 23 39" RCP Pipe Age: 23 Heavy Debris in invert @ 245' from MH 123080912 Heavy Debris in invert @ 245' from MH 123080912 Not CCTV'd due to heavy debris in invert. Not CCTV'd due to heavy debris in invert. MH Depth 15.1' MH Depth 15.1' MH Depth 16.2' MH Depth 16.2' MH Depth 15.4' MH Depth 15.4' MH Depth 17.5' MH Depth 17.5' 434.74 Ft 434.74 Ft 278.13 Ft 278.13 Ft 218 Ft 218 Ft 71.59 Ft 71.59 Ft 36.42 Ft 36.42 Ft 123081308 123081308 123080910 123080910 123081307 123081307 123080912 123080912 123080908 123080908 HAHN DR STANDIFORD AVE BRADEN AVE BARBERA LN BRIDLE PATH LN BAROLA LN BARDOLINO LN LEGEND Pipes of Interest COLLECTION SYSTEM PIPELINES 0 - 8 inch 10 - 66 inch COLLECTION SYSTEM MANHOLES EXHIBIT 1 EXHIBIT 1 HAHN DR. BETWEEN BRADEN AVE. AND STANDIFORD AVE. RCP HAHN DR. BETWEEN BRADEN AVE. AND STANDIFORD AVE. RCP WASTEWATER COLLECTION SYSTEM WASTEWATER COLLECTION SYSTEM MASTER PLAN MASTER PLAN CITY OF MODESTO CITY OF MODESTO 0 90 180 270 360 45 Feet Material RCP 39 1038.88 Material, Size, and Length Size and Length (Feet) GENERAL COMMENTS: Significant amounts of infiltration and roots/debris in pipe. ---PAGE BREAK--- 315.3' Vertical Jog Flow Level Lowers 315.3' Vertical Jog Flow Level Lowers 357.7' End Sag Flow Level Returns to Normal 357.7' End Sag Flow Level Returns to Normal 133081401 133081401 133081105 133081105 133081104 133081104 MH Depth 21.2' MH Depth 21.2' MH Depth 21.8' MH Depth 21.8' 470.27 Ft 470.27 Ft 377.86 Ft 377.86 Ft MH Depth 19.5' MH Depth 19.5' 62.43 Ft 62.43 Ft HWY 99 SISK RD BRINK AVE PLAZA PARKWAY HWY 99 CONANT AVE LEGEND Pipes of Interest COLLECTION SYSTEM PIPELINES 0 - 8 inch 10 - 66 inch COLLECTION SYSTEM MANHOLES EXHIBIT 2 EXHIBIT 2 HIGHWAY 99 AT CONANT AVE. RCP HIGHWAY 99 AT CONANT AVE. RCP WASTEWATER COLLECTION SYSTEM WASTEWATER COLLECTION SYSTEM MASTER PLAN MASTER PLAN CITY OF MODESTO CITY OF MODESTO 0 70 140 210 280 35 Feet 51" ESRCP PIPE Age: 26 51" ESRCP PIPE Age: 26 Size and Length (Feet) Material 51 RCP 532.70 Material, Size, and Length GENERAL COMMENTS: Aggregate visible at several locations, spawling of smooth concrete, heavy erosion of pipe wall. ---PAGE BREAK--- 51" RCP Pipe Age: 24 51" RCP Pipe Age: 24 51" RCP Pipe Age: 24 Exposed Aggregate at crown of pipe begins. Various locations thoughout pipe with spawling and exposed aggregate. Exposed Aggregate at crown of pipe begins. Various locations thoughout pipe with spawling and exposed aggregate. MH Depth 20.4' MH Depth 20.4' MH Depth 18.8' MH Depth 18.8' MH Depth 18.9' MH Depth 18.9' MH Depth 18.8' MH Depth 18.8' 149.48 Ft 149.48 Ft 1045.42 Ft 1045.42 Ft 276.69 Ft 276.69 Ft 243081306 243081306 243081007 243081007 243081001 243081001 243080912 243080912 BLUE GUM AVE CHAPPARAL PL POUST RD JANUARY DR ALBION WY DULWICH DR WESTRIDGE PL RADCLIFFE AVE TONOPAH PL SUSSEX AVE SWARTHMORE DR BRYN MAWR WY HOBART WY PEPPERDINE AVE MARCH CT HOBART CT JULY DR ABEL CT CASSANDRA WY BUCKLEY WY BRANDEIS WY LODGEPOLE CI STAGECOACH CI LEGEND Pipes of Interest COLLECTION SYSTEM PIPELINES 0 - 8 inch 10 - 66 inch COLLECTION SYSTEM MANHOLES EXHIBIT 3 EXHIBIT 3 POUST RD. BETWEEN BLUE GUM AVE. AND CHAPPARAL PL RCP POUST RD. BETWEEN BLUE GUM AVE. AND CHAPPARAL PL RCP WASTEWATER COLLECTION SYSTEM WASTEWATER COLLECTION SYSTEM MASTER PLAN MASTER PLAN CITY OF MODESTO CITY OF MODESTO 0 125 250 375 500 62.5 Feet Material RCP 51 1471.59 Material, Size, and Length Size and Length (Feet) ---PAGE BREAK--- 30" RCP Pipe Age: 21 30" RCP Pipe Age: 21 30" RCP Pipe Age: 21 30" RCP Pipe Age: 21 30" RCP Pipe Age: 21 30" RCP Pipe Age: 21 193091513 193091513 Catch Basin to MH Catch Basin to MH 260.05 Ft 260.05 Ft MH Depth 15.7' MH Depth 15.7' MH Depth 16.3' MH Depth 16.3' 125.36 Ft 125.36 Ft MH Depth 15.6' MH Depth 15.6' MH Depth 16.8' MH Depth 16.8' MH Depth - MH Depth - MH Depth 16.1' MH Depth 16.1' MH Depth 15.2' MH Depth 15.2' 292.73 Ft 292.73 Ft 118.21 Ft 118.21 Ft 277.15 Ft 277.15 Ft 251.71 Ft 251.71 Ft 193091509 193091509 193091510 193091510 193091511 193091511 193091512 193091512 193091514 193091514 193091116 193091116 N 9TH ST KEARNEY AVE COLDWELL AVE LEONARD AVE PRINCETON AVE LOUISE AVE WOODLAND AVE HANEY AVE DEL REY AVE LEONARD AVE PRINCETON AVE LEGEND Pipes of Interest COLLECTION SYSTEM PIPELINES 0 - 8 inch 10 - 66 inch COLLECTION SYSTEM MANHOLES EXHIBIT 4 EXHIBIT 4 KEARNEY AVE. BETWEEN PRINCETON AVE AND COLDWELL AVE RCP KEARNEY AVE. BETWEEN PRINCETON AVE AND COLDWELL AVE RCP WASTEWATER COLLECTION SYSTEM WASTEWATER COLLECTION SYSTEM MASTER PLAN MASTER PLAN CITY OF MODESTO CITY OF MODESTO 0 120 240 360 480 60 Feet Material RCP 30 1325.21 Material, Size, and Length Size and Length (Feet) GENERAL COMMENTS: Very bad condition for 21 yr. old pipe. Several locations w/ severe spawling and exposed aggregate. Heavy industrial area. ---PAGE BREAK--- MH Depth - MH Depth - MH Depth - MH Depth - 22.6' Begin Heavy Erosion on Pipe Walls 22.6' Begin Heavy Erosion on Pipe Walls Patching done @ 246.4' Need to repair or add parallel line Patching done @ 246.4' Need to repair or add parallel line 303090701 303090701 303090302 303090302 HWY 99 GRAPHICS DR N EMERALD AVE HWY 99 LEGEND Pipe of Interest COLLECTION SYSTEM PIPELINES 0 - 8 inch 10 - 66 inch COLLECTION SYSTEM MANHOLES EXHIBIT 5 EXHIBIT 5 HIGHWAY 99 BETWEEN EMERALD AVE. AND GRAPHICS DR. HIGHWAY 99 BETWEEN EMERALD AVE. AND GRAPHICS DR. WASTEWATER COLLECTION SYSTEM WASTEWATER COLLECTION SYSTEM MASTER PLAN MASTER PLAN CITY OF MODESTO CITY OF MODESTO 0 75 150 225 300 37.5 Feet 36" RCP PIPE Age: 28 Size and Length (Feet) Material 36 RCP 286.21 Material, Size, and Length GENERAL COMMENTS: Good candidate for parallel line and needs rehab ASAP before more development occurs. ---PAGE BREAK--- 36" RCP Pipe Age: 34 24" RCP Pipe Age: 48 24" RCP Pipe Age: 48 Could not CCTV this section. 24" Debris High Flow Could not CCTV this section. 24" Debris High Flow 226.91 Ft 226.91 Ft 685.22 Ft 685.22 Ft 308.93 Ft 308.93 Ft MH Depth 7.0' MH Depth 7.0' MH Depth 6.9' MH Depth 6.9' MH Depth 6.1' MH Depth 6.1' MH Depth 7.4' MH Depth 7.4' 313090218 313090218 303091417 303091417 313090215 313090215 313090212 313090212 MAZE BLV S EMERALD AVE BYRON LN LONGFELLOW AVE TENNYSON DR MERTON AVE WHITMAN WY LEGEND Pipes of Interest COLLECTION SYSTEM PIPELINES 0 - 8 inch 10 - 66 inch COLLECTION SYSTEM MANHOLES EXHIBIT 6 EXHIBIT 6 EMERALD AVE BETWEEN MAZE BLV AND BERYL WAY RCP EMERALD AVE BETWEEN MAZE BLV AND BERYL WAY RCP WASTEWATER COLLECTION SYSTEM WASTEWATER COLLECTION SYSTEM MASTER PLAN MASTER PLAN CITY OF MODESTO CITY OF MODESTO 0 110 220 330 440 55 Feet Material 24" 36" RCP 535.84 685.22 Material, Size, and Length Size and Length (Feet) GENERAL COMMENTS: This section is upstream of a recent major break(s) in this line. Multiple locations with exposed aggregate and rebar. ---PAGE BREAK--- 36" RCP Pipe Age: 44 36" RCP Pipe Age: 44 36" RCP Pipe Age: 42 Buried MH Buried MH Could not get past debris in invert Could not get past debris in invert MH Depth 15.5' MH Depth 15.5' MH Depth 12.9' MH Depth 12.9' 874.3 Ft 874.3 Ft 542.75 Ft 542.75 Ft 429.85 Ft 429.85 Ft INV 74 5 INV 74 5 064091024 064091024 064091021 064091021 064090628 064090628 064090631 064090631 064090329 064090329 064091022 064091022 ROUSE AVE HAMMOND ST MAMILANE PINE TREE LN PARADISE RD YVONNE LN WALNUT WY CRIPPEN AVE MARLOW ST PELTON AVE PEGGY LN THERON WY BRISTLECONE WY KAZMIR CT STONE PINE WY OLIVE BRANCH DR VICTOR WY RED PINE DR ROUSE CT RADLEY PL MIMI WY BOULDER CREEK DR MAYO WY MINOSO DR ERIE AVE SCOTCH PINE DR NIAN WY YELLOW PINE DR TOULON DR MARSEILLE LN MARY LN KIRSCHEN DR SUPERIOR AVE LN LUCK DR BEDFORD AVE GUTHMILLER DR JOSILANE NORMANDY DR ANNILANE WADE AVE VICTOR CT VICKSBURG ST LONEPINE DR LEGEND Pipes of Interest COLLECTION SYSTEM PIPELINES 0 - 8 inch 10 - 66 inch COLLECTION SYSTEM MANHOLES EXHIBIT 7 EXHIBIT 7 CRIPPEN AVE BETWEEN ROUSE AVE AND KIRSCHEN DR RCP CRIPPEN AVE BETWEEN ROUSE AVE AND KIRSCHEN DR RCP WASTEWATER COLLECTION SYSTEM WASTEWATER COLLECTION SYSTEM MASTER PLAN MASTER PLAN CITY OF MODESTO CITY OF MODESTO 0 175 350 525 700 87.5 Feet Material RCP 36 1846.30 Material, Size, and Length Size and Length (Feet) GENERAL COMMENTS: Multiple locations w/ exposed rebar and aggregate, no smooth concrete surface left. ---PAGE BREAK--- INV = 56.46 INV = 56.46 RIM = 65.0 RIM = 65.0 48" RCP Pipe Age: Unknown INV = 57 INV = 57 806.25 Ft 806.25 Ft 601.86 Ft 601.86 Ft 323091603 323091603 323091222 323091222 HWY 99 TUOLUMNE BLV CLIFF DR HWY 99 (OFF RAMP) N HWY 99 (ON RAMP) S HWY 99 (OFF RAMP) S FAIRWAY DR HWY 99 LEGEND Pipe of Interest COLLECTION SYSTEM PIPELINES 0 - 8 inch 10 - 66 inch COLLECTION SYSTEM MANHOLES EXHIBIT 8 EXHIBIT 8 HIGHWAY 99 BETWEEN TUOLUMNE BLVD. AND ZEFF RD. RCP HIGHWAY 99 BETWEEN TUOLUMNE BLVD. AND ZEFF RD. RCP WASTEWATER COLLECTION SYSTEM WASTEWATER COLLECTION SYSTEM MASTER PLAN MASTER PLAN CITY OF MODESTO CITY OF MODESTO 0 60 120 180 240 30 Feet Material RCP 48" 806.25 Material, Size, and Length Size and Length (Feet) GENERAL COMMENTS: Not CCTV in July 2004. Deep and fast flow capsized CCTV float equipment. Flows need to be bypassed to allow CCTV. ---PAGE BREAK--- 16" RCP Pipe Age: Unknown 293091315 293091315 293091310 293091310 Sag in pipe 8' - 88.7 Sag in pipe 8' - 88.7 377.40 Ft 377.40 Ft 276.31 Ft 276.31 Ft MH Depth 12.6' MH Depth 12.6' MH Depth 10.6' MH Depth 10.6' HWY 99 M ST L ST 6TH ST 7TH ST LOCUST ST LINDEN ST N MADISON ST MARTIN LUTHER KING DR LAUREL ST N WASHINGTON ST HWY 99 (OFF RAMP) S N JEFFERSON ST 8TH ST HWY 99 (ON RAMP) N LAUREL AVE HWY 99 N JEFFERSON ST LAUREL ST LEGEND Pipe of Interest COLLECTION SYSTEM PIPELINES 0 - 8 inch 10 - 66 inch COLLECTION SYSTEM MANHOLES EXHIBIT 9 EXHIBIT 9 HWY99 AT JEFFERSON AVE HWY99 AT JEFFERSON AVE WASTEWATER COLLECTION SYSTEM WASTEWATER COLLECTION SYSTEM MASTER PLAN MASTER PLAN CITY OF MODESTO CITY OF MODESTO 0 100 200 300 400 50 Feet Material RCP 16" 377.4 Material, Size, and Length Size and Length (Feet) GENERAL COMMENTS: City is concerned about lack of redundancy through this section, need parallel line. Also need to rehabilitate existing line. ---PAGE BREAK--- 30" RCP Pipe Age: 67 30" RCP Pipe Age: 67 333090406 333090406 283091629 283091629 283091623 283091623 INV 84 INV 84 664.69 Ft 664.69 Ft 403.62 Ft 403.62 Ft MH Depth 10.3' MH Depth 10.3' MH Depth 10.9' MH Depth 10.9' YOSEMITE BLV LAS FLORES AVE LAS PALMAS AVE N SANTA ANA AVE VILLAGE RD WILSON AVE BONITA CI PEQUENO AVE ESCUELITA AVE CUESTA AVE BUENA VISTA BONITA AVE LA LOMA AVE LAS FLORES CT LEGEND Pipes of Interest COLLECTION SYSTEM PIPELINES 0 - 8 inch 10 - 66 inch COLLECTION SYSTEM MANHOLES EXHIBIT 10 EXHIBIT 10 LAS PALMAS AVE. BETWEEN PEQUENO AVE. AND YOSEMITE BLVD. RCP LAS PALMAS AVE. BETWEEN PEQUENO AVE. AND YOSEMITE BLVD. RCP WASTEWATER COLLECTION SYSTEM WASTEWATER COLLECTION SYSTEM MASTER PLAN MASTER PLAN CITY OF MODESTO CITY OF MODESTO 0 50 100 150 200 25 Feet Material RCP 30 1068.31 Material, Size, and Length Size and Length (Feet) GENERAL COMMENTS: Several locations with exposed aggregate and rebar. ---PAGE BREAK--- August 2005 C:\Users\award\Desktop\Modesto\App.doc City of Modesto APPENDIX B - CCTV MANHOLE INSPECTION SUMMARY ---PAGE BREAK--- L. R. PAULSELL CONSULTING APPENDIX B CCTV-MANHOLE INSPECTION SUMMARY CAROLLO ENGINEERS MODESTO SEWER ASSESSMENT 2004 H:\Client\Modesto_SAC\6887A.00\Modesto CCTV-MHI Summary081604.xls 1 5/7/2014 Exhibit No. Location Tape# Run# US MH DS MH Pipe Size Pipe Type CCTV length Date CCTV Estimated Age (yr.) City MH No. MH Type Manhole Depth (ft) Flow Depth % depth/Diam. Date Inspected Comments on Grit on Invert 1 Hahn Drive T1R2 123080908 123080910 39 RCP 287 07/08/04 23 123080908 Conc 15.1 1.25 38 06/21/04 2" grit Hahn Drive T1R3 123080910 123080912 39 RCP 454 07/08/04 123080910 Conc 17.5 1.25 06/21/04 2" grit Hahn Drive T1R4 123080912 123081308 39 RCP 258 07/08/04 123080912 Conc 15.4 1.25 06/21/04 4" grit and rocks Hahn Drive T1R5 123081308 123081307 39 RCP 30 07/08/04 123081308 Conc 1.25 06/21/04 2" grit SUBTOTAL 1,029 123081307 Conc 16.2 1.25 06/21/04 2" grit 2 Rt 99 @Conant Avenue T2R8 133081104 133081105 51 RCP 75 07/13/04 26 133081104 Conc 21.2 1.75 41 06/21/04 6" grit Rt 99 @Conant Avenue T2R9 133081105 133081401 51 RCP 470 07/13/04 133081105 Conc 21.8 1.75 06/21/04 6" grit SUBTOTAL 545 133081401 Conc 19.5 1.75 06/21/04 6" grit 3 Poust Road T4R1 243081001 243081007 51 RCP 1045 07/20/04 24 243081001 Conc 18.9 1.75 41 06/21/04 4" grit and rocks Poust Road T4R2 243081007 243080912 51 RCP 281 07/20/04 243081007 Conc 18.8 1.75 06/21/04 4" grit and rocks Poust Road T4R3 243080912 243081306 51 RCP 151 07/20/04 243080912 Conc 20.4 1.75 06/21/04 4" grit and rocks SUBTOTAL 1,477 243081306 Conc 18.8 1.75 06/21/04 4" grit and rocks 4 Kearney Avenue T2R2 193091116 193091514 30 RCP 254 07/12/04 21 193091116 Conc 15.6 1.25 50 06/21/04 2" grit Kearney Avenue T2R3 193091514 193091513 30 RCP 125 07/12/04 193091514 Conc 16.1 1.25 06/21/04 2" grit Kearney Avenue T2R4 193091513 193091512 30 RCP 120 07/12/04 193091513 Conc 16.3 1.25 06/21/04 2" grit Kearney Avenue T2R5 193091512 193091511 30 RCP 278 07/12/04 193091512 Conc 15.2 1.25 06/21/04 2" grit Kearney Avenue T2R6 193091511 193091510 30 RCP 263 07/12/04 193091511 Conc 15.7 1.25 06/21/04 2" grit Kearney Avenue T2R7 193091510 193091509 30 RCP 290 07/12/04 193091510 Conc 1.25 06/21/04 2" grit SUBTOTAL 1,330 193091509 Conc 16.8 1.25 06/21/04 2" grit 5 Rt 99 @ Graphics Drive T2R1 303090302 303090701 36 RCP 301 07/09/04 28 303090302 Conc 84.9 1.75 58 06/22/04 SUBTOTAL 301 303090701 Conc 84.5 1.75 06/22/04 6 Emerald Avenue T4R4 303091417 313090212 36 RCP 691 07/21/04 48, 34 303091417 Conc 6.9 1.5 50 06/22/04 2" grit Emerald Avenue T4R5 313090212 313090215 24 RCP 3 07/21/04 313090212 Conc 7.4 1.75 88 06/22/04 2" grit Emerald Avenue 313090215 313090218 24 RCP 0 07/21/04 313090215 Conc 7.0 1.25 62 06/22/04 2" grit SUBTOTAL 694 313090218 Conc 6.1 1.25 62 06/22/04 2" grit 7 Crippen Avenue T5R1 64090329 64090631 36 RCP 437 07/22/04 42, 44 64090329 Conc 12.9 1.25 42 06/22/04 2" grit Crippen Avenue T5R2 64090631 64090628 36 RCP 728 07/22/04 64090631 Conc 06/22/04 Buried, must uncover Crippen Avenue 64090628 64091021 36 RCP 0 07/22/04 64090628 Conc 15.5 1.25 06/22/04 2" grit SUBTOTAL 1,165 64091021 Conc 1.25 06/22/04 2" grit 8 Rt 99 South of Tuolumne 323091222 323091603 48 RCP 0 07/19/04 unknown 323091222 Conc 8.5 1.75 44 06/22/04 5' above grade Blvd. SUBTOTAL 0 323091603 Conc 1.75 06/22/04 6' above grade 9 Rt 99 @ Jefferson Street T1R1 293091315 293091310 16 RCP 383 06/30/04 unknown 293091315 Conc 12.6 0.5 37 06/22/04 2" grit SUBTOTAL 383 293091310 Conc 0.4 06/22/04 2" grit 10 Las Palmas Avenue T3R1 283091623 283091629 30 RCP 700 07/15/04 67 283091623 Conc 10.3 1.25 50 06/22/04 1" grit Las Palmas Avenue T3R2 283091629 333090406 30 RCP 385 07/15/04 283091629 Conc 10.9 1.25 06/22/04 1" grit SUBTOTAL 1,085 333090406 Conc 1.25 06/22/04 1" grit TOTAL 8,009 ---PAGE BREAK--- August 2005 C:\Users\award\Desktop\Modesto\App.doc City of Modesto APPENDIX C - CCTV INSPECTION LOGS - EXHIBIT 1 THROUGH 10 ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- FOOTAGE: 0.0 Ft I 147.6 Ft I I I I ' ~ I ~ ~ I T4R3 L. R. PAULSELL CONSULTING P. 0. BOX 816 CROCKETT, CA 94525 (510) 245-7037 LOG REPORT 07-20-2004 PROJECT # DATE OPERATOR TAPE # RUN # TAPE START: HEADING LOCATION MODESTO SEWER 7-20-04 ROBIN PAULSELL 4 3 10000 WITH FLOW POUST ROAD PIPE INFORMATION UPSTREAM MH# : 243080912 MH#: 243081306 PIPE TYPE RCP PIPE SIZE 51" WEATHER CLEAR REMARKS NIGHT FAULT OR COMMENTS: BEGIN RUN MH 243081306 BEGIN CONCRETE POPPING FROM PIPE WALL END RUN MH 243081306 3 FT AHEAD, TOTAL DISTANCE 150.6 FT Page 1 ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- L. R. PAULSELL CONSULTING CONSTRUCTION MANAGEMENT and INSPECTION PIPELINE VIDEO INSPECTION EXHIBIT 4 P. 0. Box 816, Crockett, CA 94525 Office (510) 245-7037 Fax (510) 245-7038 ---PAGE BREAK--- FOOTAGE: 6.5 Ft 58.1 Ft 132.0 Ft 253 . 7 Ft T2R2 L. R. PAULSELL CONSULTING P. 0 . BOX 816 CROCKETT, CA 94525 (510) 245-7037 LOG REPORT 07-12-2004 PROJECT # DATE OPERATOR TAPE # RUN # TAPE START: HEADING LOCATION MODESTO SEWER 7-12-04 ROBIN PAULSELL 2 2 1946 WITH FLOW KEARNEY AVE. PIPE INFORMATION UPSTREAM MH# : 193091116 MH#: 193091514 PIPE TYPE RCP PIPE SIZE 30" WEATHER CLEAR REMARKS NIGHT FAULT OR COMMENTS: BEGIN RUN MH 193091116 LIGHT ROOTS AT JOINT EROSION ON PIPE WALL LIGHT ROOTS AT JOINT END RUN MH 193091514 Page 1 ---PAGE BREAK--- ---PAGE BREAK--- FOOTAGE: 0.0 Ft 124.6 Ft T2R3 L. R. PAULSELL CONSULTING P. 0. BOX 816 CROCKETT, CA 94525 (510) 245-7037 LOG REPORT 07-12-2004 PROJECT # DATE OPERATOR TAPE # RUN # TAPE START: HEADING LOCATION MODESTO SEWER 7-12-04 ROBIN PAULSELL 2 3 3242 WITH FLOW KEARNEY AVE. PIPE INFORMATION UPSTREAM MH# : 193091514 MH#: 193091513 PIPE TYPE RCP PIPE SIZE 30" WEATHER CLEAR REMARKS NIGHT FAULT OR COMMENTS: BEGIN RUN MH 193091514 EROSION ON PIPE WALL END RUN MH 193091513 Page 1 ---PAGE BREAK--- ---PAGE BREAK--- FOOTAGE: 0.0 Ft 5. 7 Ft 34.0 Ft 120.3 Ft T2R4 L. R. PAULSELL CONSULTING P. 0. BOX 816 CROCKETT, CA 94525 (510) 245-7037 LOG REPORT 07-12-2004 PROJECT # DATE OPERATOR TAPE # RUN # TAPE START: HEADING LOCATION MODESTO SEWER 7-12-04 ROBIN PAULSELL 2 4 3906 WITH FLOW KEARNEY AVE. PIPE INFORMATION UPSTREAM MH# : 193091513 MH#: 193091512 PIPE TYPE RCP PIPE SIZE 30" WEATHER CLEAR REMARKS NIGHT FAULT OR COMMENTS: BEGIN RUN MH 193091513 EROSION ON PIPE WALL BEGIN LIGHT ROOTS AT JOINT END RUN MH 193091512 Page 1 ---PAGE BREAK--- ---PAGE BREAK--- FOOTAGE: 0.0 Ft 9.7 Ft 278. 3 Ft T2R5 L. R. PAULSELL CONSULTING P. 0. BOX 816 CROCKETT, CA 94525 (510) 245-7037 LOG REPORT 07-12-2004 PROJECT # DATE OPERATOR TAPE # RUN # TAPE START: HEADING LOCATION MODESTO SEWER 7-12-04 ROBIN PAULSELL 2 5 4606 WITH FLOW KEARNEY AVE. PIPE INFORMATION UPSTREAM MH# : 193091512 MH#: 193091511 PIPE TYPE RCP PIPE SIZE 30" WEATHER CLEAR REMARKS NIGHT FAULT OR COMMENTS: BEGIN RUN MH 193091512 EROSION ON PIPE WALL END RUN MH 193091511 Page 1 ---PAGE BREAK--- ---PAGE BREAK--- FOOTAGE: 0.0 Ft 262.7 Ft T2R6 L. R. PAULSELL CONSULTING P. 0. BOX 816 CROCKETT, CA 94525 (510) 245-7037 LOG REPORT 07-13-2004 PROJECT # DATE OPERATOR TAPE # RUN # : TAPE START: HEADING LOCATION MODESTO SEWER 7-13-04 ROBIN PAULSELL 2 6 5915 WITH FLOW KEARNEY AVE. PIPE INFORMATION UPSTREAM MH# : 193091511 MH#: 193091510 PIPE TYPE RCP PIPE SIZE 30" WEATHER CLEAR REMARKS NIGHT FAULT OR COMMENTS: BEGIN RUN MH 193091511 EROSION ON PIPE WALL END RUN MH 193091510 Page 1 ---PAGE BREAK--- ---PAGE BREAK--- FOOTAGE: 0.0 Ft 290.4 Ft T2R7 L. R. PAULSELL CONSULTING P. 0. BOX 816 CROCKETT, CA 94525 (510) 245-7037 LOG REPORT 07-13-2004 PROJECT # DATE OPERATOR TAPE # RUN # TAPE START: HEADING LOCATION MODESTO SEWER 7-13-04 ROBIN PAULSELL 2 7 11428 WITH FLOW KEARNEY AYE. PIPE INFORMATION UPSTREAM MH# : 193091510 MH#: 193091509 PIPE TYPE RCP PIPE SIZE 30" WEATHER CLEAR REMARKS NIGHT FAULT OR COMMENTS: BEGIN RUN MH 193091510 EROSION ON PIPE WALL END RUN MH 193091509 Page 1 ---PAGE BREAK--- ---PAGE BREAK--- L. R. PAULSELL CONSULTING CONSTRUCTION MANAGEMENT and INSPECTION PIPELINE VIDEO INSPECTION EXHIBIT 5 P. 0. Box 816, Crockett, CA 94525 Office (510) 245-7037 Fax (510) 245-7038 ---PAGE BREAK--- FOOTAGE: 6. 5 Ft 22.6 Ft 90.3 Ft 246 . 4 Ft 300.6 Ft T2R1 L. R. PAULSELL CONSULTING P. 0. BOX 816 CROCKETT, CA 94525 (510) 245-7037 LOG REPORT 07-09-2004 PROJECT # DATE OPERATOR TAPE # RUN # TAPE START: HEADING LOCATION MODESTO SEWER 7-9-04 ROBIN PAULSELL 2 1 0 WITH FLOW GRAPHICS DR. PIPE INFORMATION UPSTREAM MH# : 303090302 MH#: 303090701 PIPE TYPE RCP PIPE SIZE 36" WEATHER CLEAR REMARKS NIGHT FAULT OR COMMENTS: BEGIN RUN MH 303090302 BEGIN HEAVY EROSION ON PIPE WALLS LIGHT ROOTS CMP PIPE PROTRUDING TOP OF PIPE END RUN MH 303090701 Page 1 ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- L. R. PAULS ELL CONSULTING CONSTRUCTION MANAGEMENT and INSPECTION PIPELINE VIDEO INSPECTION EXHIBIT 6 P. 0. Box 816, Crockett, CA 94525 Office (510) 245-7037 Fax (510) 245-7038 ---PAGE BREAK--- FOOTAGE: 6.5 Ft 11.2 Ft 448.0 Ft 687.3 Ft 691.0 Ft T4R4 L. R. PAULSELL CONSULTING P. 0. BOX 816 CROCKETT, CA 94525 (510) 245-7037 LOG REPORT 07-21-2004 PROJECT # DATE OPERATOR TAPE # RUN # : TAPE START: HEADING LOCATION MODESTO SEWER 7-21-04 ROBIN PAULSELL 4 4 10907 WITH FLOW EMERALD AVE. PIPE INFORMATION UPSTREAM MH# : 303091417 MH#: 313090212 PIPE TYPE RCP PIPE SIZE 36" WEATHER CLEAR REMARKS NIGHT FAULT OR COMMENTS: BEGIN RUN MH 303091417 BEGIN HEAVY EROSION ON PIPE WALL EXPOSED REBAR WIRE MESH PIPE CHANGES TO 24" END RUN MH 313090212 Page 1 ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- FOOTAGE: 0.0 Ft 2.9 Ft T4R5 L. R. PAULSELL CONSULTING P. 0. BOX 816 CROCKETT, CA 94525 (510) 245-7037 LOG REPORT 07-21-2004 PROJECT # MODESTO SEWER DATE 7-21-04 OPERATOR · ROBIN PAULSELL TAPE # 4 RUN # 5 TAPE START: 14418 HEADING WITH FLOW LOCATION EMERALD AVE. PIPE INFORMATION UPSTREAM MH# : 313090212 MH#: 313090215 PIPE TYPE RCP PIPE SIZE 24" WEATHER CLEAR REMARKS NIGHT FAULT OR COMMENTS: BEGIN RUN MH 313090212 HEAVY EROSION ON PIPE WALL, HEAVY DEBRIS IN INVERT, CAMERA WILL NOT PASS END RUN REVERSE SET UP NOT POSSIBLE DUE TO HEAVY DEBRIS Page 1 ---PAGE BREAK--- ---PAGE BREAK--- L. R. PAULSELL CONSULTING CONSTRUCTION MANAGEMENT and INSPECTION PIPELINE VIDEO INSPECTION EXHIBIT 7 P. 0. Box 816, Crockett, CA 94525 Office (510) 245-7037 Fax (510) 245-7038 ---PAGE BREAK--- FOOTAGE: 6.5 Ft 16.6 Ft 47.1 Ft 61.0 Ft 386.6 Ft 400.0 Ft 436.7 Ft T5R1 L. R. PAULSELL CONSULTING P. 0. BOX 816 CROCKETT, CA 94525 (510) 245-7037 LOG REPORT 07-22-2004 PROJECT # DATE OPERATOR TAPE # RUN # : TAPE START: HEADING LOCATION MODESTO SEWER 7-22-04 ROBIN PAULSELL 5 1 0 WITH FLOW CRIPPEN AVE. PIPE INFORMATION UPSTREAM MH# : 64090329 MH#: 64090631 PIPE TYPE RCP PIPE SIZE 31" WEATHER CLEAR REMARKS NIGHT FAULT OR COMMENTS: ~XII31T ? BEGIN RUN MH 64090329 BEGIN HEAVY EROSION ON PIPE WALL, HEAVY ROOTS IN MANHOLE EXPOSED REBAR BEGIN CURVE LEFT END CURVE BEGIN CURVE LEFT END CURVE END RUN MH 64090631 MANHOLE IS BURIED Page 1 ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- FOOTAGE: 0.0 Ft 7.3 Ft 727.7 Ft 727.5 Ft T5R2 L. R. PAULSELL CONSULTING P. 0. BOX 816 CROCKETT, CA 94525 (510) 245-7037 LOG REPORT 07-22-2004 PROJECT # DATE OPERATOR TAPE # RUN # : TAPE START: HEADING LOCATION MODESTO SEWER 7-22-04 ROBIN PAULSELL 5 2 2938 WITH FLOW CRIPPEN AVE. PIPE INFORMATION UPSTREAM MH# : 64090631 MH#: 64090628 PIPE TYPE RCP PIPE SIZE 31" WEATHER CLEAR REMARKS NIGHT FAULT OR COMMENTS: BEGIN RUN MH 64090631 BEGIN HEAVY EROSION ON PIPE WALL, EXPOSED REBAR CAMERA WILL NOT PASS HEAVY DEBRIS IN INVERT END RUN REVERSE SET UP NOT POSSIBLE DUE TO HEAVY DEBRIS IN PIPE Page 1 ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- L. R. PAULSELL CONSULTING CONSTRUCTION MANAGEMENT and INSPECTION PIPELINE VIDEO INSPECTION EXHIBIT 9 P. 0. Box 816, Crockett, CA 94525 Office (510) 245-7037 Fax (510) 245-7038 ---PAGE BREAK--- FOOTAGE: 8.0 Ft 88.7 Ft 195.7 Ft 263.9 Ft 336. 8 Ft 370.5 Ft 382.8 Ft T1R1 L. R. PAULSELL CONSULTING P. 0. BOX 816 CROCKETT, CA 94525 (510) 245-7037 LOG REPORT 06- 30-2004 PROJECT # DATE OPERATOR TAPE# RUN # TAPE START: HEADING LOCATION MODESTO SEWER 6- 30-04 ROBIN PAULSELL 1 2 0 WITH FLOW JEFFERSON ST. PIPE INFORMATION UPSTREAM MH# : 323091222 MH#: 323091603 PIPE TYPE RCP PIPE SIZE 16" WEATHER CLEAR REMARKS NIGHT FAULT OR COMMENTS: BEGIN RUN MH 323091222 BEGIN SAG WITH DEBRIS END SAG BEGIN ROOTS AT JOINT END ROOTS BEGIN CURVE RIGHT END CURVE END RUN MH 323091603 PIPE EXITING MANHOLE IS BROKEN Page 1 ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- : ---PAGE BREAK--- L. R. PAULSELL CONSULTING CONSTRUCTION MANAGEMENT and INSPECTION PIPELINE VIDEO INSPECTION EXHIBIT 10 P. 0. Box 816, Crockett, CA 94525 Office (510) 245-7037 Fax (510) 245-7038 ---PAGE BREAK--- FOOTAGE: 6. 5 Ft 8.4 Ft 23.5 Ft 173.3 Ft 187.2 Ft 401.4 Ft 428.6 Ft 700.0 Ft T3R1 L. R. PAULSELL CONSULTING P. 0. BOX 816 CROCKETT, CA 94525 (510) 245-7037 LOG REPORT 07-15-2004 PROJECT # DATE OPERATOR TAPE# RUN # TAPE START: HEADING LOCATION MODESTO SEWER 7-15-04 ROBIN PAULSELL 3 1 0 WITH FLOW LAS PALMAS AVE PIPE INFORMATION UPSTREAM MH# : 283091623 MH#: 283091629 PIPE TYPE RCP PIPE SIZE 30" WEATHER CLEAR REMARKS NIGHT FAULT OR COMMENTS.: BEGIN RUN MH 283091623 BEGIN HEAVY EROSION ON PIPE WALLS BEGIN AREAS OF CONCRETE POPPING ON PIPE WALL LATERAL LEFT, DRY LARGE DEBRIS IN INVERT EXPOSED REBAR EXPOSED REBAR SEWER RIGHT, SEWER LEFT CAPPED, END RUN MH 283091629 Page 1 ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- FOOTAGE: 0.0 Ft 352.7 Ft 385.1 Ft T3R2 L. R. PAULSELL CONSULTING P. 0. BOX 816 CROCKETT, CA 94525 (510) 245-7037 LOG REPORT 07-15-2004 PROJECT # DATE OPERATOR TAPE # RUN # TAPE START: HEADING LOCATION MODESTO SEWER 7-15-04 ROBIN PAULSELL 3 2 5306 WITH FLOW LAS PALMAS AVE PIPE INFORMATION UPSTREAM MH# : 283091629 MH#: 333090406 PIPE TYPE RCP PIPE SIZE 30" WEATHER CLEAR REMARKS NIGHT FAULT OR COMMENTS: EXIIJIT BEGIN RUN MH 283091629 BEGIN HEAVY EROSION HEAVY DEBRIS IN INVERT END RUN MH 333090406 Page 1 ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- August 2005 C:\Users\award\Desktop\Modesto\App.doc City of Modesto APPENDIX D - LIFT STATION INVENTORY OF 39 STATIONS ---PAGE BREAK--- CITY OF MODESTO APPENDIX D LIFT STATION INVENTORY H//Client/Modesto_SAC/6887A.00/Liftstation_Directory_082404.xls/Appendix D Lift Station Comment Page 1 of 4 Revised by : RLG Date Revised: 08/25/2004 Print Date: 5/7/2014 Sta. Const Well Firm Down Backup* Spare No. Date Dia.(in) Length (ft) Type Dimensions (ft) Capacity (GPM) Type GPM Suct Disc HP V RPM 3 E or 1 E Batt. Book LBC Time KW/QC/GR Pump 1 E Swr ATHENS Across from 916 Athens Ave. 1992 U 250 Wemco E5KL Sub. 250 5" 6" 4.1 240 1150 001 5 Hrs GR 1 2 E Swr BEARDBROOK E. Side Morton Blvd, 100' N. of 12th St. 1973 2000 U 4 250 Sub. 250 3 3 3.0 [PHONE REDACTED] Wemco 3x 11S2VP 150 3 6 10 240 1750 003 6 Hrs GR 1999 U Paco 500 6 6 10 Wet well - 4' dia. 1 Wemco E5K-LL Sub. 400 4 4 4.1 240 1200 005 6-8 Hrs GR Dry pit- 8' dia., pre-upgrade 2 Wemco E5K-LL Sub. 400 4 4 4.1 1200 1 Sub. 600 4 4 10 240 006 4 Hrs GR 2 Sub. 600 4 4 10 1 Wemco Sub. 400 4 6 4.1 240 1200 3 007 3 Hrs 2 Wemco Sub. 400 4 6 4.1 240 1200 3 Pump dry pit-8' dia. 1 Paco Dry-pit 300 4 6 5 240 008 6-8 Hrs NO Wet well - 6' dia. 2 Paco Dry-pit 300 4 6 240 BYPASS Sub. 350 4 4 5 240 010 3 Hrs Sub. 350 4 4 5 240 1 Wemco D4K-LT 200 4 4 2.8 240 1200 011 GR wet well - 8'x6' 2 Wemco D4K-LT 200 4 4 2.8 240 1200 Submersible 14 E Swr COLLEGE & ORANGEBURG S.E. Corner. 1994 U 4" 226 Wemco D4K-LT Sub. 226 4 4 2.8 240 1150 014 4 Hrs GR 1 Notes 1. xxx KW = rating of backup generator 2. xx QC = Size of quick connect in inches 3. GR = Generator receptacle 4. Shaded rows are top priority Lift Stations 5. U = Upgrade 6.No Bypass means no pipe bypass at higher elevation 600 400 300 350 200 Location Name Area Type 150 400 Motor Backup pumps are needed to avoid emergency situation. As area develops down time is decreasing from 8 hrs to 6 hrs. Reconstructed to new station in 1999. There is land for stand-by generator. No land available for stand-by generator, station located in sidewalk. New station in 2000. Spare pump on shelf. Check capacity needs. Station located in street, may be able to buy industrial land for stand-by generator. Built in an alley. No place to install stand-by generator in residential area. Miltronics level sensing installed in 1999. New station moved in 1999 into break down lane. No land for stand-by generator without land acquisition. Dry pit/ Wet pit Back up pumps needed to avoid emergency situation. No coating in wetwell. No land to install stand-by generator. On CIP for upgrade in 2007 to change to wet pit submersible. Condition Assessment/Other Comments Built out service area, only one pump installed. Should have two pumps. Wet well is coated. May be room for Stand-by Generator. Park Restroom. Wet well not coated. Upgrade about 2000, in house. One pump. Dry Pit Submersible Pump (Wemco), Paco Pump will be converted to dry pit submersible. Station is close to the Tuolomne River which flood's the station. Area is built out. Backup pumps are needed to avoid emergency situation. City revising pumps and piping in 2004.On CIP for upgrade in 2010. Located in street, no land available to install permenant stand-by generator. 6 hrs storage. SCADA Pump Type of Generator Force Main Pump # Date of Inspection 843 Benson Ave. BENSON Swr E W Swr Swr W 3 Across from 1200 California Ave. CALIFORNIA Swr W 5 N.W. Corner. S.W. Corner. N.W. Corner of 1701 Scott Ave. CARVER & SCOTT 8 W Swr CHEYENNE & DUTCHOLLOW 6 7 S. Side Coldwell in alley between N. Olive & W. Side Martin Ave, opposite alley between Idalou & Clayton CLAYTON & N. MARTIN Swr W 1979 1999 U 2000 U 1999 U 2000 CARVER & STANDIFORD 10 1994 U COLDWELL & N. OLIVE Swr W 11 Should have had two pumps but existing wet well is only suitable for one pump. Have spare pump on shelf. Would have to buy school property to install stand-by generator at corner. New pump station needed to allow two pumps. DIP 50 DIP 8 1979 DIP 6 DIP 6 6 wet well - 6' dia. Wet well - 6'x8' ---PAGE BREAK--- CITY OF MODESTO APPENDIX D LIFT STATION INVENTORY H//Client/Modesto_SAC/6887A.00/Liftstation_Directory_082404.xls/Appendix D Lift Station Comment Page 2 of 4 Revised by : RLG Date Revised: 08/25/2004 Print Date: 5/7/2014 Sta. Const Well Firm Down Backup* Spare No. Date Dia.(in) Length (ft) Type Dimensions (ft) Capacity (GPM) Type GPM Suct Disc HP V RPM 3 E or 1 E Batt. Book LBC Time KW/QC/GR Pump Location Name Area Type Motor Condition Assessment/Other Comments SCADA Pump Type of Generator Force Main Pump # Date of Inspection 15 E Swr EL TORINO & FAIRMONT N.E. Corner, 1129 E. Fairmont Ave. 1992 U 1 220 Wemco D4K-LT Sub. 220 4 4 2.8 240 1150 015 6 Hrs 1 Wet well - 6' dia. 1 Fairbanks 870 6 8 15 480 016 N/A GR Dry pit - 9' dia. 2 Morse D/W 870 6 8 15 Wet well - 13'x16' 1 Fairbanks (1953) dry pit 2800 8 8 20 240 017 7 Hrs Yes 1953 20 170 Pump dry pit - 13'x16' 2 Fairbanks (1991) dry pit 2800 20 ONAN 1995 U 3 Fairbanks (1953) dry pit 4500 14 14 30 Cummings 18 W Swr EVERGREEN & GAY N.E. Corner at 1600 Gay Drive. 1995 U 10 18 DIP Wet well - 5' dia. 1 240 Wemco D4K-LT 240 4 4 2.8 240 1150 018 3 Hrs GR Pump dry pit - 6' dia. 1 Fairbanks dry pit 700 6 5 10 240 1155 3 019 6 Hrs GR Wet well - 6' dia. 2 Faribanks dry pit 700 6 5 10 240 1155 3 wet well dia. 1 Fairbanks dry pit 300 3 3 10 240 021 1/2 Hr GR Pump pit dimensions unknown 2 B5430 dry pit 300 3 3 10 Wet well - 5' dia. Wemco D4K-LT submersible 157 4 4 1 240 850 022 45Min. GR 4 1 Wemco D4K-LT 178 4 4 2.8 240 1150 023 8 Hrs GR 2 Wemco D4K-LT 178 4 4 2.8 1150 1 Wemco D4K-LT 177 4 4 2.8 240 1150 025 5 Hrs GR 2 Wemco D4K-LT 177 4 4 2.8 1150 Wemco sub. Prerostal 242 4 4 2.1 240 1138 026 4 Hrs GR Wemco sub. Prerostal 242 1138 Notes 1. xxx KW = rating of backup generator 2. xx QC = Size of quick connect in inches 3. GR = Generator receptacle 4. Shaded rows are top priority Lift Stations 5. U = Upgrade 6.No Bypass means no pipe bypass at higher elevation 242 5600 700 300 157 178 177 870 Station is in good shape, no stand-by generator but could be installed here. 12" Influent SS bore and jacked under twin MID LAT No.5 2/11/04 Backup pumps are needed to avoid emergency situation. Lift station is in street and there is no room to install a stand-by generator in residential lot. Codoni S. of Finch, across from 812 Codoni CODONI Swr E 16 17 W Swr EMERALD S. Side of 307 N. Emerald Ave (City Water) 19 W Swr HAHN S.E. Corner of Nightengale Dr. & Honeycreek Road. 22 E Swr MARK RANDY 21 E Swr LA LOMA Between 608 & 612 Maze Blvd. S.E. Corner, McHenry & Mark Randy Place. 1101 Muriel Avenue. 1994 U 1994 U E. side of 345 La Loma Avenue. MURIEL MAZE & SPENCER Swr NORTHGATE Swr 23 25 E Swr W E 26 N.E. Corner of Northgate & Sherwood (City Water) Wet pit was lined in 1993 and installed. Convert to submersible or relocate site. Could move to new site if land is purchased now. On sidewalk no room for stand-by generator. Wet well backs up during strom events. On CIP for upgrade in 2011. Two pumps in separate wet wells. Suction lift, Dry pit. On CIP for upgrade in 2005. Upgrade design on-going in 2004 by consultant. Should have new larger wet well with two pumps. Very little storage capacity in system. Serves apartment complex. In street, no room for stand-by generator except on private property. No land available for stand-by generator, station located in sidewalk of residential area. Well is coated. Needs another pump, check to see if there is enough space. Wet well / Dry well. Package steel lift station with coated steel new in 1994. No stand-by generator but there is room in industrial area. May serve only one industry and flows are much less than pump capacity. May have long down time. Upgrade if area expands. Future growth should be low. Wet well backs up during storm events. Contains Siemens MCC replaced in 1992. Miltronics Hydro Ranger 1 Dry Pit with vertical shaft, 50 year old pump. Tight space. Has soil odor control. Wet well coated with Sancon Polyurethane. 3 Phase electrical service to generators. Wet well was in bad shape before City recoated it with polyurethane. Coating appears to be failing and corrosion is evident outside building. Consider installing new submersible pump station and demolishing existing structure. City plans to replace 4500 gpm horizontal pump with dry pit immersible pump. Electrical panel new in 1995. On CIP for upgrade in 2007. 6" 1250 DIP DIP 469 6" Lift Station in street. Controls are in easement but there is no land for stand-by generator. However there is an open field at the end of the street, if there are no plans to extend the street this is a possible location for a generator. 1950 1992 U 6" 59 DIP 1994 U 1976 1999 U 8 CIP 1994 1999 Wet well - 6'x8' ---PAGE BREAK--- CITY OF MODESTO APPENDIX D LIFT STATION INVENTORY H//Client/Modesto_SAC/6887A.00/Liftstation_Directory_082404.xls/Appendix D Lift Station Comment Page 3 of 4 Revised by : RLG Date Revised: 08/25/2004 Print Date: 5/7/2014 Sta. Const Well Firm Down Backup* Spare No. Date Dia.(in) Length (ft) Type Dimensions (ft) Capacity (GPM) Type GPM Suct Disc HP V RPM 3 E or 1 E Batt. Book LBC Time KW/QC/GR Pump Location Name Area Type Motor Condition Assessment/Other Comments SCADA Pump Type of Generator Force Main Pump # Date of Inspection Wet well - 6' dia. 1 Faribanks dry pit 265 6 4 5 240 1150 027 20 Min GR Dry pit - 9' dia. 2 Fairbanks dry pit 265 6 4 5 1150 28 E Swr PHOENIX & EDGEBROOK S.E. of restroom in E. La Loma Park. 1979 2000 U 100 Submersible 100 3 3 3 240 028 4 Hrs N/A wet well - 6' dia. 1 Paco dry pit 600 6 6 10 240 029 6 Hrs PUMP dry pit - 8' dia. 2 Paco dry pit 600 6 6 10 BYPASS 1969 Well dimensions unknown, blockwall area is 34'x40' Dry pit 950 6 6 15 240 030 6 Hrs GR 1983/ 1993 U Dry pit 950 6 6 15 1969 Paco dry pit 1000 6 6 10 480 031 6 Hrs 1997 U 30 580 Paco dry pit 1000 6 6 10 Allis-Chalmers dry pit 5000 16 16 50 Variable 1 Faribanks 2300 12 12 45 480 032 1/2 Hr Yes 1995 14 550 2 Faribanks 3675 12 12 75 3 Faribanks 2300 45 4 Faribanks 3675 12 12 75 33 E Swr 1000 OAKS AUX./Johney Crk Behind 1205 Edgebrook. 1995 U 240 Wemco D4K-HS 240 4 4 4.1 240 1150 033 PUMP B/P wet well - 6' dia. 1 dry pit 300 4 6 5 240 034 5 Hrs GR dry pit - 8' dia. 2 dry pit 300 4 6 5 35 E Swr TRASK & ENCINA N.W. corner. 1994 U 6" 192 DIP wet well dia. 235 Wemco D4K-LT submersible 235 4 4 2.8 240 1750 035 5 Hrs GR 1 1 Wemco D4K-LT 225 4 4 2.1 240 1160 037 6 Hrs GR 2 Wemco D4K-LT 225 4 4 2.1 1160 Notes 1. xxx KW = rating of backup generator 2. xx QC = Size of quick connect in inches 3. GR = Generator receptacle 4. Shaded rows are top priority Lift Stations 5. U = Upgrade 6.No Bypass means no pipe bypass at higher elevation 300 225 265 [PHONE REDACTED] 8275 2/11/04 New wet well in 1995. Has permanent bypass pump connection. Wet well backs up during storm events. Backup pumps are needed to avoid emergency situation. No Standby generator. City wants it converted to a submersible pump station. Across the road is an orchard for future stand-by generator location. On CIP for upgrade in 2009. Abandoned 1975 station and constructed new station in 1997. Land is available for stand-by generator. Station is on bluff of river, should hold fine, good location for generator to guard against SSO. Backup pumps are needed to avoid emergency situation. W. side of Janopaul, 30' S. of River Road. S.W. corner of Rose & Celeste. ROSE & CELESTE Swr PEPSI Swr E 30 27 E 29 E Across from 1339 Rumble Road (City Water) Across from 2809 Scenic Bend (City Water) At creek behind 1205 Edgebrook (City Water). THOUSAND OAKS RUMBLE 31 E Swr SCENIC Swr Swr E 32 N.W. corner at 1701 Torrid Avenue. TORRID & DIABLO Swr W 34 37 Across from 2609 Tully Rd. TULLY & DAVIS Swr E City currently designing upgrade/remodel. Will serve future largest sewer shed. Only one pump with VFD. No stand-by generator required. Close park if there is a problem with lift station. Design in progress for upgrade. To replace pumps with Wemco pumps Single pump lift station, would need new wet well to install a second pump. There is room for stand-by generator. Backup pumps are needed to avoid emergency situation. Next to school, could install stand-by generator on school land but it may be too close to school. Check with Air Board. 3/25/04 2/11/04 3/25/04 Pumps replaced in 1983. In park. Package dry well with block fence. Steel dry well. City wants new submersible station here. Cutler Hammer manual transfer switch in SS type 3R enclosure, 240 V. Has room for generator. On CIP for upgrade in 2007. Highest lift and long FM. Rebuilt in 1995 for $2 million. Needs to serve Memorial Hospital expansion. Two speed pumps, with low speed of 2300 and high speed of 3675. FM and gravity can't handle flows. On CIP for upgrade in 2005. 950 CI 1999 U 6 1975 1997 U 6 1979 DIP 10 DIP 1979 8 DIP wet well - 26'x5' pump room - 26'x12' wet well - 29'x7' pump room - 29'x17.5 ---PAGE BREAK--- CITY OF MODESTO APPENDIX D LIFT STATION INVENTORY H//Client/Modesto_SAC/6887A.00/Liftstation_Directory_082404.xls/Appendix D Lift Station Comment Page 4 of 4 Revised by : RLG Date Revised: 08/25/2004 Print Date: 5/7/2014 Sta. Const Well Firm Down Backup* Spare No. Date Dia.(in) Length (ft) Type Dimensions (ft) Capacity (GPM) Type GPM Suct Disc HP V RPM 3 E or 1 E Batt. Book LBC Time KW/QC/GR Pump Location Name Area Type Motor Condition Assessment/Other Comments SCADA Pump Type of Generator Force Main Pump # Date of Inspection 3 Worthington 12MN 2000 14 14 50 480 039 8 Hrs Yes 5 Worthington 14MN 3500 16 18 50 36 90 WSP Header Wet well - 30'x8' 1 Wemco 12HKS 4500 16 18 25 880 2 Wemco 12HKS 4500 16 16 25 880 4 Wemco 12HKS (Horizontal) 4500 16 16 25 880 41 E Swr T.R.R.P. S. of Airport approximately 1993 U 4 20 300 300 3 3 3.2 480 1700 041 NO B/P D/W 100 6 6 1.5 240 045 GR 100 6 6 1.5 wet well - 8' dia. 1 D/W 1400 6 6 20 240 1170 046 GR dry pit - 9' dia. 2 Smith & Loveless 1400 6 6 20 1170 200 AMP. 48 W Swr CENTRE PLAZA GARAGE Lowest level of parking area 1991 Sub 3 3 3 480 048 300 3 3 3.2 208 049 GR 300 3 3 3.2 D/W 100 4 4 1.5 240 875 051 GR 100 4 4 1.5 D/W 200 4 4 3 240 055 GR 200 4 4 3 8 ft. dia. wet well 1 Fairbanks 1000 8 8 15 480 1175 3 058 GR 2 Fairbanks 1000 8 8 15 3 Notes 3/17/2004 1. xxx KW = rating of backup generator 2. xx QC = Size of quick connect in inches 3. GR = Generator receptacle 4. Shaded rows are top priority Lift Stations 5. U = Upgrade 6.No Bypass means no pipe bypass at higher elevation 14500 100 1000 1400 300 [PHONE REDACTED] coating in wet well is peeling off. Need new coating. Has city land available for stand-by generator. Should have generator for 1400 gpm station. Just serves restrooms. Stand-by generator not required because of small pump. May be land available for stand-by generator. Need to check to see if tied into building generator set. 2/11/04 Wemco pumps installed in 1999. Worthington pumps are old and should be replaced. Also need electrical control panels. Pumps flooded out because of vandalism. Auto control panel needs new MCC and ventilation blowers in dry well. Project upgrade not finished. Backup pumps are needed to avoid emergency situation. No generator required since it serves a park restroom. Backup pumps are needed to avoid emergency situation. No land for stand-by generator but not required for 100 gpm station. 49 ORANGEBURG PARK Swr E 51 On the west side. Located in the sidewalk on L St. in front of the Admin Office CENTRE PLAZA NORTH Swr W WOODLAND Swr W 39 W 46 45 W JEFFERSON ST. Swr Swr FLEUR DE VILLE next to 4100 Coffee Rd side), 500' N. of Mable Ave. 1998 1992 HOLIDAY EXPRESS off Prescott Road N.E. corner, Woodland & Poust (City Water) 402 Jefferson Street. 3301 Printemps Dr. Enter from N. side of Pelandale, W of Dale Rd. Swr E 58 1991 55 W Swr N. side of Orangeburg, across from 1100 Orangeburg Ave. COFFEE / CLARATINA 4100 Salida Blvd., next to Holiday Inn Express. There is room for a stand-by generator and it seems like the hotel would allow connection to the hotel stand-by generator. Will add more homes to service area, Village 3. Very deep station. Some backup in very heavy rains. No sewer backups in streets. Storm flow from City Staff opening manholes in El Nino year 1998. 1997 - River swollen from snow melt. Room for a stand-by generator now since office complex has not been completed. Station is so deep it has an access elevator. Backup pumps are needed to avoid emergency situation. No room for generator. Small capacity station does not require a generator. 559 WSP 1969 1992 U 2000 U 12 DIP 1990 1991 1991 10 pump room - 30'x22' all pumps are dry pit ---PAGE BREAK--- August 2005 C:\Users\award\Desktop\Modesto\App.doc City of Modesto APPENDIX E - TEN LIFT STATIONS SELECTED FOR CONDITION ASSESSMENT ---PAGE BREAK--- CITY OF MODESTO APPENDIX E PRIORITY LIFT STATIONS H//Client/Modesto_SAC/6887A.00/Priority_Liftstation_Directory_091304.xls/Appendix E Lift Station Comment Page 1 of 5 Revised by : RLG Date Revised: 08/25/2004 Print Date: 5/7/2014 Sta. Const Well Firm Down Backup* Spare No. Date Dia.(in) Length (ft) Type Dimensions (ft) Capacity (GPM) Type GPM Suct Disc HP V RPM 3 E or 1 E Batt. Book LBC Time KW/QC/GR Pump Pump dry pit-8' dia. 1 Paco Dry-pit 300 4 6 5 240 008 6-8 Hrs NO Wet well - 6' dia. 2 Paco Dry-pit 300 4 6 240 BYPASS Wet well - 13'x16' 1 Fairbanks (1953) dry pit 2800 8 8 20 240 017 7 Hrs Yes 1953 20 170 Pump dry pit - 13'x16' 2 Fairbanks (1991) dry pit 2800 20 ONAN 1995 U 3 Fairbanks (1953) dry pit 4500 14 14 30 Cummings Notes 1. xxx KW = rating of backup generator 2. xx QC = Size of quick connect in inches 3. GR = Generator receptacle 4. Shaded rows are top priority Lift Stations 5. U = Upgrade 6.No Bypass means no pipe bypass at higher elevation 5600 Name Area Type Force Main Pump # S.W. Corner. DIP Motor Date of Inspection 2/11/04 Dry pit/ Wet pit Back up pumps needed to avoid emergency situation. No coating in wetwell. No land to install stand-by generator. On CIP for upgrade in 2007 to change to wet pit submersible. 8 W Swr CHEYENNE & DUTCHOLLOW Condition Assessment/Other Comments SCADA Pump Type of Generator 300 Location S. Side of 307 N. Emerald Ave (City Water) 17 W Swr EMERALD Future growth should be low. Wet well backs up during storm events. Contains Siemens MCC replaced in 1992. Miltronics Hydro Ranger 1 Dry Pit with vertical shaft, 50 year old pump. Tight space. Has soil odor control. Wet well coated with Sancon Polyurethane. 3 Phase electrical service to generators. Wet well was in bad shape before City recoated it with polyurethane. Coating appears to be failing and corrosion is evident outside building. Consider installing new submersible pump station and demolishing existing structure. City plans to replace 4500 gpm horizontal pump with dry pit immersible pump. Electrical panel new in 1995. On CIP for upgrade in 2007. 8 1979 ---PAGE BREAK--- CITY OF MODESTO APPENDIX E PRIORITY LIFT STATIONS H//Client/Modesto_SAC/6887A.00/Priority_Liftstation_Directory_091304.xls/Appendix E Lift Station Comment Page 2 of 5 Revised by : RLG Date Revised: 08/25/2004 Print Date: 5/7/2014 Sta. Const Well Firm Down Backup* Spare No. Date Dia.(in) Length (ft) Type Dimensions (ft) Capacity (GPM) Type GPM Suct Disc HP V RPM 3 E or 1 E Batt. Book LBC Time KW/QC/GR Pump Name Area Type Force Main Pump # Motor Date of Inspection Condition Assessment/Other Comments SCADA Pump Type of Generator Location Pump dry pit - 6' dia. 1 Fairbanks dry pit 700 6 5 10 240 1155 3 019 8 Hrs GR Wet well - 6' dia. 2 Faribanks dry pit 700 6 5 10 240 1155 3 Wet well - 5' dia. Wemco D4K-LT submersible 157 4 4 1 240 850 022 45Min. GR Notes 1. xxx KW = rating of backup generator 2. xx QC = Size of quick connect in inches 3. GR = Generator receptacle 4. Shaded rows are top priority Lift Stations 5. U = Upgrade 6.No Bypass means no pipe bypass at higher elevation 700 157 19 W Swr HAHN S.E. Corner of Nightengale Dr. & Honeycreek Road. S.E. Corner, McHenry & Mark Randy Place. 22 E Swr MARK RANDY Convert to submersible or relocate site. Could move to new site if land is purchased now. On sidewalk no room for stand- by generator. Wet well backs up during strom events. On CIP for upgrade in 2011. Should have new larger wet well with two pumps. Very little storage capacity in system. Serves apartment complex. In street, no room for stand-by generator except on private property. 1994 U 1976 1999 U 8 CIP ---PAGE BREAK--- CITY OF MODESTO APPENDIX E PRIORITY LIFT STATIONS H//Client/Modesto_SAC/6887A.00/Priority_Liftstation_Directory_091304.xls/Appendix E Lift Station Comment Page 3 of 5 Revised by : RLG Date Revised: 08/25/2004 Print Date: 5/7/2014 Sta. Const Well Firm Down Backup* Spare No. Date Dia.(in) Length (ft) Type Dimensions (ft) Capacity (GPM) Type GPM Suct Disc HP V RPM 3 E or 1 E Batt. Book LBC Time KW/QC/GR Pump Name Area Type Force Main Pump # Motor Date of Inspection Condition Assessment/Other Comments SCADA Pump Type of Generator Location Wet well - 6' dia. 1 Faribanks dry pit 265 6 4 5 240 1150 027 20 Min GR Dry pit - 9' dia. 2 Fairbanks dry pit 265 6 4 5 1150 1969 Well dimensions unknown, blockwall area is 34'x40' Dry pit 950 6 6 15 240 030 6 Hrs GR 1983/ 1993 U Dry pit 950 6 6 15 Notes 1. xxx KW = rating of backup generator 2. xx QC = Size of quick connect in inches 3. GR = Generator receptacle 4. Shaded rows are top priority Lift Stations 5. U = Upgrade 6.No Bypass means no pipe bypass at higher elevation 950 265 Pumps replaced in 1983. In park. Package dry well with block fence. Steel dry well. City wants new submersible station here. Cutler Hammer manual transfer switch in SS type 3R enclosure, 240 V. Has room for generator. On CIP for upgrade in 2007. 27 E W. side of Janopaul, 30' S. of River Road. PEPSI Swr Across from 1339 Rumble Road (City Water) RUMBLE Swr E 30 CI 2/11/04 Abandoned 1975 station and constructed new station in 1997. Land is available for stand-by generator. Station is on bluff of river, should hold fine, good location for generator to guard against SSO. Backup pumps are needed to avoid emergency situation. 1975 1997 U 6 ---PAGE BREAK--- CITY OF MODESTO APPENDIX E PRIORITY LIFT STATIONS H//Client/Modesto_SAC/6887A.00/Priority_Liftstation_Directory_091304.xls/Appendix E Lift Station Comment Page 4 of 5 Revised by : RLG Date Revised: 08/25/2004 Print Date: 5/7/2014 Sta. Const Well Firm Down Backup* Spare No. Date Dia.(in) Length (ft) Type Dimensions (ft) Capacity (GPM) Type GPM Suct Disc HP V RPM 3 E or 1 E Batt. Book LBC Time KW/QC/GR Pump Name Area Type Force Main Pump # Motor Date of Inspection Condition Assessment/Other Comments SCADA Pump Type of Generator Location wet well - 6' dia. 1 dry pit 300 4 6 5 240 034 5 Hrs GR dry pit - 8' dia. 2 dry pit 300 4 6 5 3 Worthington 12MN 2000 14 14 50 480 039 8 Hrs Yes 5 Worthington 14MN 3500 16 18 50 36 90 WSP Header Wet well - 30'x8' 1 Wemco 12HKS 4500 16 18 25 880 2 Wemco 12HKS 4500 16 16 25 880 4 Wemco 12HKS (Horizontal) 4500 16 16 25 880 Notes 1. xxx KW = rating of backup generator 2. xx QC = Size of quick connect in inches 3. GR = Generator receptacle 4. Shaded rows are top priority Lift Stations 5. U = Upgrade 6.No Bypass means no pipe bypass at higher elevation 300 14500 2/11/04 2/11/04 Wemco pumps installed in 1999. Worthington pumps are old and should be replaced. Also need electrical control panels. Pumps flooded out because of vandalism. Auto control panel needs new MCC and ventilation blowers in dry well. Project upgrade not finished. Wet well backs up during storm events. Backup pumps are needed to avoid emergency situation. No Standby generator. City wants it converted to a submersible pump station. Across the road is an orchard for future stand-by generator location. On CIP for upgrade in 2009. W 39 N.W. corner at 1701 Torrid Avenue. TORRID & DIABLO Swr W 34 WOODLAND Swr 1969 1992 U 2000 U 8 DIP off Prescott Road N.E. corner, Woodland & Poust (City Water) pump room - 30'x22' all pumps are dry pit 1979 ---PAGE BREAK--- CITY OF MODESTO APPENDIX E PRIORITY LIFT STATIONS H//Client/Modesto_SAC/6887A.00/Priority_Liftstation_Directory_091304.xls/Appendix E Lift Station Comment Page 5 of 5 Revised by : RLG Date Revised: 08/25/2004 Print Date: 5/7/2014 Sta. Const Well Firm Down Backup* Spare No. Date Dia.(in) Length (ft) Type Dimensions (ft) Capacity (GPM) Type GPM Suct Disc HP V RPM 3 E or 1 E Batt. Book LBC Time KW/QC/GR Pump Name Area Type Force Main Pump # Motor Date of Inspection Condition Assessment/Other Comments SCADA Pump Type of Generator Location wet well - 8' dia. 1 D/W 1400 6 6 20 240 1170 046 GR dry pit - 9' dia. 2 Smith & Loveless 1400 6 6 20 1170 200 AMP. 1 Fairbanks 1000 8 8 15 480 1175 3 058 GR 2 Fairbanks 1000 8 8 15 3 Notes 3/17/2004 1. xxx KW = rating of backup generator 2. xx QC = Size of quick connect in inches 3. GR = Generator receptacle 4. Shaded rows are top priority Lift Stations 5. U = Upgrade 6.No Bypass means no pipe bypass at higher elevation 1000 1400 1994 coating in wet well is peeling off. Need new coating. Has city land available for stand-by generator. Should have generator for 1400 gpm station. 402 Jefferson Street. W 46 JEFFERSON ST. Swr Will add more homes to service area, Village 3. Very deep station. Some backup in very heavy rains. No sewer backups in streets. Storm flow from City Staff opening manholes in El Nino year 1998. 1997 - River swollen from snow melt. Room for a stand-by generator now since office complex has not been completed. Station is so deep it has an access elevator. 1998 58 COFFEE / CLARATINA next to 4100 Coffee Rd side), 500' N. of Mable Ave. Swr E 12 559 WSP DIP 1991 10 ---PAGE BREAK--- August 2005 C:\Users\award\Desktop\Modesto\App.doc City of Modesto APPENDIX F - DIGITAL PHOTOS OF RCP SEWERS ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 1 Priority 3 West Trunk ID# 123081526 Project W-5 Diam: 39” & 48” Age: 20-30 years Location: W. Rumble Rd & Conant Ave ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 2 Priority 3 Rumble/Woodrow Trunk ID# 073091304 Project R-1 Diameter: 33” Age: 30-40 years Location: Prescott Rd, north of Rumble Rd ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 3 Priority 3 Rumble/Woodrow Trunk ID# 073091008 Project R-1 Diameter: 33” Age: 30-40 years Location: Carver Rd & Montclair Dr intersection ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 4 Priority 3 Rumble/Woodrow Trunk ID# 073091204 Project R-1 Diam: 30” & 33” Age: 30-40 years Location: Stembridge Ct intersection ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 5 Priority 3 Rumble/Woodrow Trunk ID# 083090902 Project R-1 Diameter: 30” Age: 30-40 years Location: Tully Rd, south of Standiford Ave ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 6 Priority 3 Rumble/Woodrow Trunk ID# 083091005 Project R-1 Diameter: 30” Age: 30-40 years Location: South end of Tierra Ct ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 7 Priority 3 Rumble/Woodrow Trunk ID# 083091603 Project R-1 Diameter: 27” Age: 30-40 years Location: Woodrow & Sherwood intersection ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 8 Priority 6 Cannery Segregation Line ID# 323091605 CSL-1 Diameter: 54” Age: <10 years Location: Manhole of Highway 99 ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 9 Priority 6 Cannery Segregation Line ID# 323091606 CSL-1 Diameter: 54” Age: < 10 years Location: Manhole upstream of Highway 99 ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 10 Priority 6 Cannery Segregation Line ID# 323091607 CSL-1 Diameter: 54” Age: <10 years Location: Upstream of Highway 99 Crossing ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 11 Santa Rosa Trunk ID# 283091216 Project SR-3 Diameter: 24” Age: Location: N Santa Ana Ave/Roble Ave ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 12 Santa Rosa Trunk ID# 283091611 Project SR-3 Diameter: 24” Age: Location: La Loma Ave/N. Santa Rosa Ave ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 13 Priority 3 Rumble/Woodrow Trunk ID# 093091031 Project R-1 Diameter: 21” Age: 30-40 years Location: Doncaster, south of Greenwich ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 14 Priority 3 Rumble/Woodrow Trunk ID# 093091207 Project R-1 Diameter: 21” Age: 30-40 years Location: Southeast of Greenwich & Lancashire ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 15 Priority 3 Rumble/Woodrow Trunk ID# 093091517 Project R-1 Diameter: 21” Age: 30-40 years Location: E Rumble & Claremont intersection ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 16 Priority 3 Rumble/Woodrow Trunk ID# 093091623 Project R-1 Diameter: 21” Age: 30-40 years Location: E Rumble & Londonderry ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 17 Rumble Woodrow Trunk ID# 183090214 Project R-1 Diameter: 33” Age: Location: Rumble Rd/Carver Rd ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 18 Priority 3,2 West Trunk ID# 253080107 Project W-2 W-3 Upstream Diameter: 54” Age: 20-30 yrs up 10-20 yrs down Location: Woodland & Mercy intersection ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 19 Priority 3 West Trunk ID# 253080113 Project W-2 Diameter: 54” Age: 10-20 years Location: Finlandia & Mercy intersection ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 20 Priority 3 West Trunk ID# 253080606 Project W-2 Diameter: 54 “ Age: 10-20 yrs up 20-30 yrs down Location: Mercy & Kansas intersection ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 21 Jefferson Trunk ID# 054090101 Project J-1 Diameter:24” Age: Location: Sutter Ave/South Ave ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 22 Jefferson Trunk ID# 064090808 Project J-1 Diameter: 18” Age: Location: Rouse Ave/Sutter Ave ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 23 Jefferson Trunk ID# 064090811 Project J-1 Diameter: 24” Age: Location: Nian Way/Sutter Ave ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 24 Priority 3 Ceres Trunk ID# 034090504 Project C-2 Diameter: 21” Age: Unknown Location: Herndon Rd, north of Latimer Ave ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 25 Priority 3 Ceres Trunk ID# 034090510 Project C-2 Diameter: 21” Age: 40-50 yrs upstream Unknown Location: Pecos & Herndon intersection ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 26 Priority 3 Ceres Trunk ID# 034090906 Project C-2 Diameter: 21” Age: 40-50 years Location: Herndon & Holme intersection ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 27 Priority 3 Ceres Trunk ID# 034091002 Project C-2 Diameter: 21” Age: 40-50 years Location: Home Ave, one street west of Richland ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 28 Emerald Trunk ID# 193090427 Diameter: 27” Age: Location: W Orangeburg Blvd/Kearney Ave ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 29 Emerald Trunk ID# 203090124 Diameter: 27” Age: Location: W Orangeburg Blvd/Tully Rd ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 30 Priority 3 West Trunk ID# 253081400 Project W-2 Diameter: 54” Age: 20-30 years Location: Maze Blvd & Grimes intersection ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 31 Priority 3 West Trunk ID# 014080200 Project W-2 Diameter: 54” Age: 20-30 years Location: Grimes Ave, north of Paradise Rd ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 32 Priority 3 West Trunk ID# 014081000A Project W-2 Diameter: 54” Age: 30-40 years Location: Grimes/Paradise intersection ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 33 Priority 2 West Trunk ID# 014081100 Project W-1 Diameter: 54” Age: 30-40 years Location: Paradise Rd, east of Grimes ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 34 Priority 2 West Trunk ID# 014081200 Project W-1 Diameter: 54” Age: 30-40 years Location: Paradise Rd, west of S. Carpenter Rd ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 35 Thousand Oaks ID# 223091406 Diameter: 18” Age: Location: Rose Ave/Angelene Dr ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 36 Sonoma Trunk ID# 233090221 Diameter: 30”-33” Age: Location: E Orangeburg, east of Christiansen ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 37 Sonoma Trunk ID# 233090316 Diameter: 33” Age: Location: Sonoma Ave/E Orangeburg Ave ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 38 Lakewood Trunk ID# 233090808 Project L-4 Diameter: 33” Age: Location: Lakewood Ave/E Orangeburg Ave ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 39 Sonoma Trunk ID# 233091105 Project SO-1 Diameter: 33” Age: Location: Sonoma Ave/S of Tallent Dr ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 40 Lakewood Trunk ID# 233091217 Project L-3 Diameter: 33” Age: Location: Middleboro Pl/Lakewood Ave ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 41 Lakewood Trunk ID# 233091619 Project L-3 Diameter: 33” Age: Location: Lakewood Ave/Scenic Dr ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 42 Sonoma Trunk ID# 263090301 Project SO-1 Diameter: 33” Age: Location: Sonoma Ave/Scenic Dr ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 43 Sonoma Trunk ID# 263090402 Project SO-1 Diameter: 33”-36” Age: Location: Scenic Dr near Lift Station ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 44 Downtown Trunk ID# 293091501 DT-1 Diameter: 27” Age: Location: 9th St/K St ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 45 Downtown Trunk ID# 293091414 D-1 Diameter: 27” Age: Location: 7th St/K St ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 46 Thousand Oaks Trunk ID# 273090203 Diameter: 21” Age: Location: Scenic Dr, east of Brighton Ave ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 47 Thousand Oaks Trunk ID# 273090208 Diameter: 21” Age: Location: Rose Ave/Scenic Dr ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 48 Trunk ID# 273091311 Project Diameter: 24” Age: Location: ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 49 River Trunk ID# 283090810 Project Diameter:” Age: Location: Highland Dr/Santa Barbara Ave ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 50 Downtown Trunk ID# 323090100 Project Diameter: 12” Age: Location: South Franklin St, North of Maple St ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 51 Jefferson Trunk ID# 323090100A Project J-1 Diameter: 12” Age: Location: ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 52 Downtown Trunk ID# 323090204 Project DT-2 Diameter: 18” Age: Location: 6th St/ J St ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 53 Downtown Trunk ID# 323090319 Project DT-2 Diameter: 27” Age: Location: 7th St/G St ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 54 Downtown Trunk ID# 323090712 Project DT-2 Diameter: 21” Age: Location: 6th St/F St ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 55 Downtown Trunk ID# 323090810 Project DT-2 Diameter: 33” Age: Location: 7th St/C St ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 56 Jefferson Trunk ID# 323090907 Project J-1 Diameter: 16”-24” Age: Location: Yosemite Ave/Paradise Ave ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 57 Contiued from above Jefferson Trunk ID# 323090907 Project J-1 Diameter: 20” Age: Location: Yosemite Ave/Paradise Ave ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 58 River Trunk ID# 333090214 Project CSL-1 Diameter: 21” Age: Location: Groveland St, south of Grand St ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 59 Thousand Oaks Trunk ID# 333090403 Project Diameter: 30” Age: Location: Santa Rosa Ave/Mono Dr ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 60 River Trunk ID# 333090514 Project CSL-1 Diameter: 36” Age: Location: 10th St/So. Morton Blvd ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 61 Trunk ID# 333090618 Project Diameter: 54” Age: Location: ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 62 ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 63 River Trunk ID# 333090609 Project CSL-1 Diameter: 21” Age: Location: ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 64 ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 65 River Trunk ID# 333090617 Project CSL-1 Diameter: 21” Age: Location: ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 66 Trunk ID# 333091101 Project Diameter: 48” Age: Location: ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 67 River Trunk ID# 343090502 Project CSL-1 Diameter: 60” Age: Location: ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 68 River Trunk ID# 333090901 Project CSL-1 Diameter: 36” Age: Location: ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 69 Trunk ID# 353090901 Project Diameter: 60” Age: Location: ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 70 Lakewood Trunk ID# 353090402 Project L-1 Diameter: 45” Age: Location: ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 71 Lakewood Trunk ID# 353090404 Project L-1 Diameter: 45” Age: Location: ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 72 Lakewood Trunk ID# 353090802 Project L-1 Diameter: 45, 48, 60 Age: Location: ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 73 ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 74 River Trunk ID# 353090802 Project RV-2 Diameter: 39”,42” Age: Location: ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 75 River Trunk ID# 313101001 Project RV-2 Diameter: 36” Age: Location: ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 76 Priority 6 Cannery Segregation Line ID# 054090305 Project CSL-1 Diam: 54” up 60” down Age: < 10 years Location: North end of Dryden Golf Course ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 77 Priority 3 River Trunk ID# 054090300AK Project RV-2 Diameter: 48 “ Age: 30-40 years Location: North end of Dryden Golf Course ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 78 Priority 1 Ceres Trunk ID# 054090807 Project C-1 Diameter: 24” Age: 30-40 years Location: East side of Highway 99 ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 79 Priority 1 Ceres Trunk ID# 054090402 C-1 Diameter: 24” Age: 30-40 years Location: West side of Highway 99 ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 80 Priority 3 River Trunk ID# 054090707 Project RV-2 Diameter: 66” Age: >50 years Location: North end of Dryden Golf Course ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 81 Priority 1 Ceres Trunk ID# 054091202 Project C-1 Diameter: 24” Age: >50 years Location: East side of river bend Corrugated appearance due to loss of concrete ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 82 Priority 3 Ceres Trunk ID# 044090109 Project C-2 Diameter: 24” Age: 30-40 years Location: South 7th Street ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 83 Priority 3 Ceres Trunk ID# 044090202 Project C-2 Diameter: 24” Age: 30-40 years Location: Hosmer & Ansul intersection ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 84 Priority 3 Ceres Trunk ID# 044090209 Project C-2 Diameter: 24” Age: 30-40 years Location: & Lombardo intersection ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 85 Priority 3 Ceres Trunk ID# 044090305 Project C-2 Diameter: 24” Age: 30-40 years Location: Lombardo & Perfidia intersection ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 86 Priority 3 Ceres Trunk ID# 054090402 Project C-2 Diameter: 24” Age: 30-40 years Location: Perfidia & Sonora intersection ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 87 Priority 3 Ceres Trunk ID# 044090410 Project C-2 Diameter: 24” Age: >50 years Location: Sonora Ave, west of Oboe Lane, in front of Tuolumne School ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 88 Priority 3 Spokane Trunk ID# 084090405 Project SP-1 Diameter: 30” Age: 20-30 years Location: Amador Avenue & Spokane Street intersection ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 89 Priority 3 Spokane Trunk ID# 084090801 Project SP-1 Diameter: 30” Age: 20-30 years Location: Butte Avenue & Spokane intersection ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 90 Priority 3 Imperial Trunk ID# 084090503 Project: I-1 Diameter: 33” Age: 20-30 years Location: Dezzani Lane & Ustick Road intersection ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 91 Priority 3 Spokane Trunk ID# 084091201 Project SP-1 Diameter: 30” Age: 20-30 years Location: Spokane & Glenn Ave intersection ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 92 Priority 3 Imperial Trunk ID# 084090905 Project: I-1 Diameter: 33” Age: 20-30 years Location: Imperial Ave & Ustick intersection ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 93 Priority 3 Imperial Trunk ID# 084091110 Project I-1 Diameter: 33” Age: 20-30 years Location: Imperial Avenue between Seattle Street and Dallas Street ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 94 Priority 2 West Trunk ID# 064091500A Project W-1 (54 inch), E-1 (42 inch) Dia: 42”, 54” upstream 54” Age: 20-30 years < 10 years (42 inch) Location: Donald St & Hancock intersection E-1 New Segment Section ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 95 River Trunk ID# 343090600AC Project CSL-1 Diameter: 60” Age: Location: ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 96 River Trunk ID# 363091200FB Project RV-2 Diameter: 24”,39” Age: Location: ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 97 River Trunk ID# 323091200KC Project CSL-1 Diameter: 33”, 36” Age: Location: ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 98 Trunk ID# [PHONE REDACTED] MH 415 Project Diameter: 21”, 30” Age: Location: ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 99 Trunk ID# [PHONE REDACTED] MH 1065 Project Diameter: 21”, 24” Age: Location: ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 100 Trunk ID# 293090908 MH 991 Project Diameter: 27” Age: Location: ---PAGE BREAK--- H:\Client\Modesto_FNO\6887A00\Condition Assesment\RCP Appendix Pictures_Feb_17.doc 101 Trunk ID# 333091609 Project Diameter: 36”, 54” Age: Location: