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HomeMy WebLinkAbout3538; Batiquitos Interceptor Manhole Inspection & Assess; Batiquitos Interceptor Manhole Inspection & Assess; 2005-12-01: : u > to City of Carlsbad : Batiquitos interceptor iVianlioie Inspection and Assessment Report City Project No. CP 3538 December 2005 DOMiStreaiii RflNITflRV SFWFR S, STORM W Services, Inc. SANITARY SEWER & STORM WATER SPECIALISTS Batiquitos interceptor Manlioie Inspection and Assessment Final Report City Project No. CP 3538 Downstream is a San Diego based firm centrally located to provide service to Southern Califomia. We are the largest pipeline inspection, and cleaning company in San Diego County. Our personnel are qualified and specialized for pipeline inspections, cleaning, flow monitoring and storm drain BMP's. We use state ofthe art equipment and continually upgrade our systems to maintain the highest standard of excellence. Please visit our website @ downstreamservices.com. Downstream Services Inc. (DSI) is pleased to deliver this Final Report presenting the results ofthe Batiquitos Interceptor Manhole Inspection and Assessment Project. DSI also inspected all ofthe manholes (43) located on the approximately 11,000 linear feet of sewer line identified in this project. Manholes were high pressure washed prior to inspection to remove dirt, scum, or other obstructions. A trap was utilized to prevent any loose material other than dirt from entering the flow during manhole cleaning. The inspections were performed from above ground without confined space entry. A Manhole Inspection Report was used to detail site information, map location, condition of the manhole, and any defects present. Each manhole was rated from one (1) to five (5) to establish an assessment value based upon a rating legend also included in this report. A pole camera designed for specific use in sanitary sewers was used to document the manhole inspections. Included in these inspections is an area photo used to identify the physical location ofthe manhole; a bird's eye view to look straight down the manhole; views up any incoming pipes; and photos of any defects present in the manhole. All of these photos are presented in jpeg format as well the entire inspection in an mpeg video on DVD. Corporate Office • 2855 Progress Place • Escondido, CA 92029 Ph 760 746 2544 Ph 800 262 0999 Fax 760 746 2667 www.downstreamservices.com lOMiStreaiii SflWITARY RFWFR R .<5TnRM W Services, Inc. SANITARY SEWER & STORM WATER SPECIALISTS Project Completion: Upon the completion ofthe scope of work and acceptance by the city's engineer, all manhole lids were re-sealed with Engineer approved silicone sealant. DSI conducted all operations in compliance of all Federal, State and Local laws including OSHA. If I can answer any questions at all, please feel free to contact me at the office, or on my cell® (760) 594-1516 Regards, Richard Delgadillo Project Manager Corporate Office • 2855 Progress Place • Escondido, CA 92029 Ph 760 746 2544 Ph 800 262 0999 Fax 760 746 2667 www.downstreamservices.com City of Carlsbad Batiquitos Interceptor Manhole Inspection and Assessment Report City Project No.CP 3538 Manhole Structural Defect and Maintenance Rating Legend Each manhole inspected was given a rating from 1- 5, based on severity of defects observed. A scrape/penetration test was performed on the chimney, cone, and barrel sections ofthe manholes. Scrape/penetration tests were also performed on the bench, in the channel and around each pipe connection. A pole affixed with a curved hook was used to perform the scrape/penetration tests on all concrete and coal tar surfaces. For each rating category, some or all of the following conditions were present: Ratine 1: No serious defects are detected. A "Hard'* result was obtained in the scrape/penetration test on 75% ofthe manhole. Visible infiltration consists of stains and/or minor deposits. No capacity problems are observed. Rutins 2: A "Soft" result was obtained in the scrape/penetration test on <_ 50% of the manhole. The liner and/or precast concrete has light deterioration and can be penetrated approximately inch. Visible infiltration may be seeping or consists of stains and/or deposits. Light sedimentation may be measured in the invert. Pipe capacity is adequate. Rehabilitation can be scheduled long-term. Rutins 3: A "Soft" result was obtained in the scrape/penetration test on <_ 75% of the manhole. The liner and/or precast concrete has moderate deterioration and can be penetrated approximately '/i inch. The liner may be peeling. Infiltration may be seeping or dripping. Light sedimentation may be measured in the invert. Maximum depth/diameter may exceed 50% of pipe capacity. Rehabilitation is necessary medium-term within three to five years. Rutins 4: A "Soft" result was obtained in the scrape/penetration test on <_ 100% of the manhole. The liner and/or precast concrete has severe deterioration and can be penetrated approximately 1 inch. The liner may be peeling or absent. Infiltration is visibly running. Moderate sedimentation may be measured in the invert. Maximum depth/diameter may exceed 50% of pipe capacity. Rehabilitation is necessary medium-term within two to three years. Rutins 5: A "Soft" result was obtained in the scrape/penetration test on 100% ofthe manhole. The precast concrete has severe deterioration and is sloughing off into the channel. Penetrations were performed without scraping to minimize removal of material. The liner is severely corroded or absent. Infiltration is severe often entering from multiple points in the pipe. Sedimentation is moderate in the invert is a result of the deteriorating manhole. Maximum depth/diameter may exceed 50% of pipe capacity. Rehabilitation is urgent and should be completed within one to two years. il ii fcJ ii ii iJ ii I I i i I i llllllllllli Sewer Manhole Inspection Assessment Table Access Hole No. Rating Scrape/Penetration Infiltration Comments AH-21 1 Hard Light stains Fiat channei; m/h in good condition AH-22 2 Soft Stains Severe deterioration of iiner AH-23 5 Soft Running Severe deterioration, concrete & liner AH-24 3 Soft Seeping Deterioration, concrete & liner AH-25 3 Soft Stains, deposits Deterioration, concrete & liner AH-26 3 Soft Stains, deposits Deterioration, concrete & liner AH-27 3 Soft Seeping Sloughed-off concrete sediment in invert AH-28 4 Soft Seeping Liner peeling, concrete deteriorated AH-29 3 Soft Seeping Deterioration, concrete & liner AH-30 3 Soft Seeping Deterioration, concrete & liner AH-31 3 Soft Seeping Cracked chimney, severe deterioration AH-32 3 Soft Seeping Deterioration, concrete & liner AH-33 3 Soft Seeping Sediment; deteriorated concrete AH-34 2 Soft None visible Sediment, severe deterioration AH-35 3 Soft Seeping Sediment, severe deterioration AH-36 3 Soft Seeping Sediment, severe deterioration AH-37 3 Soft Seeping Sediment; deteriorated concrete & liner AH-38 3 Soft Seeping Sediment; severe deterioration AH-39 2 Soft Seeping Sediment; light deterioration AH-40 4 Soft Dripping Sediment, mod/serious deterioration AH-41 3 Soft Dripping Sediment, severe deterioration AH-42 3 Soft Stains Silt, turbulence, surcharge, deterioration il ii UJ ii ii ii il il Ii fti il Ii Ii II il I t t AH-43 3 Soft Stains Sediment, severe deterioration AH-44 3 Soft Stains Sediment; severe deterioration AH-45 3 Soft Dripping Sediment; deteriorated concrete & liner AH-46 3 Soft Seeping Sediment; severe deterioration AH-47 3 Soft Seeping Sediment, severe deterioration AH-48 3 Soft Stains, deposits Sediment; severe deterioration AH-49 N/A N/A N/A Could not locate manhole AH-50 2 Hard Stains, dripping Light deterioration AH-51 2 Hard Stains, dripping Light deterioration AH-52 3 Hard, with soft bench Running Light deterioration AH-53 3 Soft Streaming Light deterioration AH-53A 1 Hard Stains Manhole in good condition AH-54 5 Soft Streaming Severe deterioration AH-55 4 Soft Running Severe Infiltration AH-56 2 Hard Seeping Light deterioration AH-57 N/A N/A N/A Manhole not located AH-58 3 Hard Seeping Light deterioration AH-59 1 Hard Light stains Manhole in good condition AH-60 1 Hard Stains, seeping Rocks & debris in invert AH-61 3 Soft Running Turbulence; light deterioration AH-62 1 Hard Light stains Manhole in good condition ii i^i ^i ii ^i il Ii II II II II II ii COvnStream ^ CflWITflRV SFWFR A RTHRM Vi Services, Inc. SANITARY SEWER & STORM WATER SPECIALISTS Manhole Inspection Report I I i Overview Manhole Number: Location: City of Carlsbad AH-21 Gabbiano Ln. Pump Station Rating 1 Batiquitos Lagoon Inspection type/structure Inspector Name: Internal/junction Ramos Access: drive Date of Inspection: 06/07/05 Pictures Photo Number General Area: Cover On: Cover Bottom: Down Manhole: Other: Pipe Diameter Pipe Material Effluent 1: A 24" VCP Influent 1: B ?" stub? VCP Influent 2: C 24" VCP Influent 3: D Other: Effluent 2: E 24" VCP M.H. Layout ?" stub? t North Site Information Status: Surface Cover: Surface Condition: Traffic Setup: Traffic Volume: X Located X Pavement X No Problem • Roadway X None D Not Located • Off Pavement • Cracked • Off Roadway • Light 0 Could Not Open • Sidewalk • Pothole • Intersection • Heavy • Not Accessible • Parking Lot • Raised • Sidewalk • Landscape • Back Yard • Open Field • Concrete Collar • Driveway X Private Property • Highway Manhole Cover Status when located: Shape: Size: X Nonnal • Missing X Round • Square X 24" Diameter • 36" Diameter Material: x Iron • Plastic/Composite U Other Corrosion on Bottom: x None D Light • Medium • Cracked • Other 0 Other • Rocking U Seized • Sealed • Bolted/Locked • Buried/Covered Shape: Size • Heavy Grade Rina/Frame Genera/ Condition: X Good • Cracked 0 Missing Steps/Rungs: X None • Iron Q Plastic/Coated • Other Corrosion: X None • Light • Medium D Heavy Step Condition: • Good Q Deteriorated Cover to Frame Seal: X None • Good • Poor Evidence of Surcharge: • No X Yes Heiaht 5' Frame to MH Seal: X None 0 Good • Poor Vandalism: X No G Yes Description ii i^j % i ai il iiiiiiliiiiiitiiiiftiii I I Chimney & Cone Shape: • Concentric Material: • CIP Concrete Condition - Visual: • Good Scrape/Penetrate - Near Surface: x Hard Scrape/Penetrate @ Cone: x Hard Infiltration/Inflow: X None X Eccentric X PreCast Concrete X Fair • Soft • Soft • Stains/Deposits • aher • Lined • Poor Inches Inches • Dripping Describe, • Brick • Running • Other U Streaming Min. diam. 24" Height: 51" Barrel/Wall Material: Condition-Visual: Scrape/Penetrate invert +4ft: Scrape/Penetrate @ Bench: Infiltration/Inflow: • CIP Concrete X Good X Hard X Hard X None X PreCast Concrete • Lined • Fair • Poor • Soft Inches • Soft Inches U Stains/Deposit • Dripping Brick Diam: 72" Height: 99" • Running U Streaming Bench Material: X CIP Concrete • PreCast Concrete • Lined • Brick Other Condition-Visual: X Good • Fair • Poor Scrape/Penetrate near wall: X Hard • Soft Inches Scrape/Penetrate near channel: X Hard • Soft Inches Infiltration/Inflow: U None X Stains/Deposits • Dripping 0 Running • Streaming Channel NONE Material: 0 CIP Concrete X PreCast Concrete • Lined • Brick • Other Flat bottom Condition-Visual: Good • Fair • Poor xN/A Scrape/Penetrate (j 3 crown of pipe: • Hard U Soft Inches XN/A Scrape/Penetrate (3 g invert: • Hard Q Soft Inches X N/A Infiltration/Inflow: X None • Stains/Deposits • Dripping • Running • Streaming Flow Velocity: • Dry • Stagnant • Slow (0-1 fps) X Nonnal (1-4 fps) • Fast (>4 fps) U Turbulent Flow Depth: • Dry 0 <1/4Pipe Dia. X <1/2 Pipe Dia. • <3/4 Pipe Dia. • Full Pipe • Surcharged Grease: X None • Light • Medium • Heavy Pests/Insects: X None U Few D Many • Infested Tvoe Manhole Rim to Invert Depth: Feet: 17' Silt: X No • Yes Inches Debris: X No • Yes Description Unusual Odor: X No • Yes Description f i^J h M ii il h M (il il II Ii II II II il il EOmiStreain CAMITaHV SFWFR » RTttRM \Ai Services, Inc. SANITARY SEWER & STORM WATER SPECIALISTS Manhole Inspection Report i I 1 Overview City of Carlsbad Manhole Number: Location: Access: AH-22 Gabbiano La. ROW Rating 2 Drive, unpaved Batiquitos Lagoon Inspection/structure typfe: Inspector Name: Date of Inspection: Internal/standard Ramos 06/06/05 Pictures Photo Number M.H. Layout General Area: 24" M.H. Layout Cover On: VCP Cover Bottom: VCP Down Manhole: Other: AH-22 24" Pipe Diameter Pipe Material AH-22 i VCP Effluent: A 24" VCP t V Influent 1: B 24" VCP 1 \ North \. Influent 2: C 1 \ North —-"X ^\ ^\ Influent 3: D Other: Site Information Status: X Located • Not Located • Could Not Open • Not Accessible Surface Cover: • Pavement • Off Pavement • Sidewalk • Parking Lot X Landscape • Back Yard • Open Field Surface Condition: X No Problem • Cracked • Pothole X Raised: 12" • Concrete Collar Traffic Setup: • Roadway X Off Roadway • Intersection • Sidewalk • Driveway • Private Property • Highway Traffic Volume: X None U Light • Heavy Manhole Cover Status when located: X Normal • Missing • Cracked 0 Rocking • Seized • Sealed • Bolted/Locked • Buried/Covered Stiape: X Round • Square • Other Defects: Size: X 24" Diameter • 36" Diameter • Other Shaoe: Size Material: X Iron • Plastic/Composite • Other Corrosion on Bottom: • None X Light Ll Medium • Heavy Grade Rina/Frame Genera/ Condition: X Good • Cracked U Missing Steps/Rungs: X None • Iron U Plastic/Coated • Other Corrosion: • None X Light D Medium • Heavy Step Condition: • Good • Deteriorated Cover to Frame Seal: X None • Good • Poor Evidence of Surcharge: • No X Yes Height: 1' Frame to MH Seal: • None X Good • Poor Vandalism: X No • Yes Description II 1 ft 1 ft 1 ft 1 i 1 i 1 III! 1 1 1 1 i 1 i i i 1 i i i 1 1 1 1 Chlmnev & Cone Liner: coal tar epoxy Shape: • Concentric X Eccentric • other Describe Chimney depth: N/A Material: • CIP Concrete X PreCast Concrete X Lined • Brick G other Min. diam. N/A Condition - Visual: • Good • Fair X^Poor (NO CHIMNEY) Scrape/Penetrate - Near Surface: • Hard X Soft Inches severe deterioration cone Scrape/Penetrate @ Cone: • Hard X Soft Inches Infiltration/Inflow: • None X Stains/Deposits U Dripping U Running • Streaming Barrel/Wall Material: Q CIP Concrete X PreCast Concrete U Lined • Brick • Other Height: 53" Liner: coal tar Condition-Visual: • Good • Fair X Poor Diam: 48" Scrape/Penetrate invert +4ft: • Hard X Soft Inches Scrape/Penetrate @ Bench: • Hard X Soft Inches *severe Infiltration/Inflow: • None X Stains/Deposit • Dripping • Running D Streaming deterioration Bench Material: X CIP Concrete U PreCast Concrete X Lined • Brick • Other Liner: coal tar Condition-Visual: • Good • Fair X Poor Scrape/Penetrate near wall: • Hard X Soft Inches *severe Scrape/Penetrate near channel: • Hard X Soft Inches deterioration Infiltration/Inflow: • None X Stains/Deposits • Dripping U Running • Streaming Channel Material: X CIP Concrete G PreCast Concrete • Lined G Brick G Other Condition-Visual: • Good 0 Fair X Poor Scrape/Penetrate @ crown of pipe: U Hard X Soft Inches Scrape/Penetrate @ invert: X Hard Soft Inches Infiltration/Inflow: D None G stains/Deposits • Dripping Q Running G Streaming Flow Velocity: • Dry G Stagnant • Slow (0-1 fps) X Nomial(1-4fp8) • Fast (>4 fps) D Turbulent Flow Depth: • Dry Q <1/4 Pipe Dia. X <1/2 Pipe Dia. • <3/4 Pipe Dia. G Full Pipe U Surcharged Grease: X None • Light G Medium 0 Heavy Pests/Insects: X None D Few Q Many Q Infested Type: Manhole Rim to Invert Depth: Feet: 8.9' Silt: X No Q Yes Inches Debris: X No D Yes Description Unusual Odor: X No • Yes Description ft I fti fti il ftJ ft I DOmiStream CAMlTflRV SFWFR ft .^iTHRM Services, Inc. SANITARY SEWER & STORM WATER SPECIALISTS Manhole Inspection Report Overview Manhole Number: Location: Access: City of Carlsbad AH-23 Gabbiano La. ROW Rating 5 Drive, unpaved Batiquitos Lagoon Inspection/structure type: Inspector Name: Date of Inspection: Internal/standard Ramos 06/06/05 Pictures Photo Number M.H. Layout General Area: M.H. Layout Cover On: Cover Bottom: 24" \ VCP \ Down Manhole: 24" \ VCP \ \ 24" Other: 24" \ VCP \ \ 24" Pipe Diameter Pipe Material AH-23 k VCP Effluent: A 24" VCP A Influent 1: B 24" VCP t Influent 2: C 1 Influent 3: D North Other: Site Information Status: X Located G Not Located • Could Not Open G Not Accessible Surface Cover: U Pavement • Off Pavement G Sidewalk G Parking Lot X Landscape G Back Yard • Open Field Surface Condition: X No Problem G Cracked G Pothole X Raised: 17" • Concrete Collar Traffic Setup: G Roadway X Off Roadway • Intersection G Sidewalk • Driveway Q Private Property Q Highway Traffic Volume: X None • Light G Heavy Manhole Cover Status when located: X Normal Q Missing Q Cracked G Rocking • Seized • Sealed G Bolted/Locked G Buried/Covered Shape: X Round G Square G Other Size: X 24" Diameter G 36° Diameter G Other Shaoe: Size Material: X Iron Q Plastic/Composite Q Other Corrosion on Bottom: G None X Light G Medium D Heavy Grade Rina/Frame Genera/ Condition: X Good Q Cracked G Missing Steps/Rungs: X None G Iron Q Plastic/Coated G Other Corrosion: G None X Light G Medium G Heavy Step Condition: G Good G Deteriorated Cover to Frame Seal: X None Q Good Q Poor Evidence of Surcharge: X No Q Yes Heiaht Frame to MH Seal: G None X Good G Poor Vandalism: X No G Yes Description |llilftlftlftlil>L<k^^< Chlmnev & Cone Coal tar epoxy liner Shape: G Concentric X Eccentric G other Describe Chimney Height: 37" Material: • CIP Concrete X PreCast Concrete X Lined G Brick • other Min. diam. 24" Condition - Visual: G Good G Fair X Poor Defects: infiltration Scrape/Penetrate - Near Surface: G Hard X Soft Inches Scrape/Penetrate @ Cone: G Hard X Soft Inches *severe Infiltration/Inflow: G None G stains/Deposits X Dripping G Running Q Streaming deterioration Barrel/Wall Coal tar liner Material: G CIP Concrete X PreCast Concrete X Lined G Brick U Other Height: 20" Condition-Visual: G Good G Fair X Poor Diam: 48" Scrape/Penetrate invert +4ft: G Hard X Soft Inches Defects: infil *severe Scrape/Penetrate @ Bendi: G Hard X Soft Inches deterioration Infiltration/Inflow: G None G stains/Deposit G Dripping X Running G Streaming Bench Coal tar liner Material: X CIP Concrete G PreCast Concrete X Lined G Brick G Other Defects: infil Condition-Visual: G Good G Fair X Poor Scrape/Penetrate near wait: G Hard X Soft Inches *severe Scrape/Penetrate near channel: G Hard X Soft Inches deterioration Infiltration/Inflow: G None G Stains/Deposits G Dripping X Running G Streaming Channel Material: X CIP Concrete G PreCast Concrete G Lined G Brick Q Other Condition-Visual: • Good X Fair • Poor • Scrape/Penetrate g crown of pipe: G Hard X Soft Inches Scrape/Penetrate <i g invert: x Hard G Soft Inches Infiltration/Inflow: G None G Stains/Deposits G Dripping X Running U Streaming Flow Velocity: G Dry • Stagnant G Slow (0-1 fps) X Normal (1-4 fps) G Fast (>4 fps) Q Turbulent Flow Depth: G Dry Q <1/4 Pipe Dia. X <1/2 Pipe Dia. G <3/4 Pipe Dia. G Full Pipe G Surcharged Grease: X None G Light G Medium • Heavy Pests/Insects: X None Q Few G Many G Infested Type: Manhole Rim to Invert Depth: Feet: 9.3' Silt: X No G Yes Inches Debris: X No G Yes Description Unusual Odor: X No D Yes Description I I I I i I i I i I Ik It J COvnStream ^« ^ QAMITAHV RFWFR ft STflRM \Ai Services, Inc. SANITARY SEWER & STORM WATER SPECIALISTS Manhole Inspection Report Overview City of Carlsbad Manhole Number: Location: Access: AH-24 Gabbiano La. ROW Rating 3 Drive, unpaved Batiquitos Lagoon Inspection/structure type: Inspector Name: Date of Inspection: Internal/standard Ramos 06/06/05 Pictures General Area: Cover On: Cover Bottom: Down Manhole: Other: Effluent: Influent 1 Influent 2 Influent 3 Other: Photo Number D Pipe Diameter 24" 24" Pipe Material 24" VCP VCP VCP M.H. Layout t North Site Information Status: X Located G Not Located G Could Not Open G Not Accessible Surface Cover: Q Pavement G Off Pavement U Sidewalk G Parking Lot X Landscape G Back Yard G Open Field Surface Condition: X No Problem U Cracked G Pothole X Raised: 15" G Concrete Collar Traffic Setup: Q Roadway X Off Roadway G Intersection G Sidewalk G Driveway G Private Property G Highway Traffic Volume: X None G Light Q Heavy Manhole Cover Status when located: X Nonmal G Missing G Cracked Q Rocking G Seized G Sealed G Bolted/Locked Q Buried/Covered Shape: X Round G Square • Other Size: X 24" Diameter G 36" Diameter G Other Shaoe: Size Material: X Iron Q Plastic/Composite G Other Corrosion on Bottom: Q None X Light • Medium G Heavy Grade Rina/Frame Genera/ Condition: X Good G Cracked G Missing Steps/Rungs: X None G Iron G Plastic/Coated G Other Corrosion: G None X Light G Medium G Heavy Step Condition: G Good G Deteriorated Cover to Frame Seal: X None G Good G Poor Evidence of Surcharge: X No G Yes Heiaht Frame to MH Seal: G None X Good G Poor Vandalism: X No G Yes Description II fti il il il Chimney & Cone Shape: G Concentric Material: G CIP Concrete Condition-Visual: G Good Scrape/Penetrate - Near Surface: • Hard Scrape/Penetrate @ Cone: G Hard Infiltration/Inflow: G None X Eccentric X PreCast Concrete G Fair X Soft X Soft X Stains/Deposits G Other X Lined X Poor Inches Inches G Dripping Describe, G Brick G Running G Other Coal tar epoxy liner Chimney Height: 12" Min. diam. 24" Defects: *severe G streaming deterioration Barrel/Wall Coal tar liner Material: • CIP Concrete X PreCast Concrete X Lined G Brick G Other Height: 38" Condition-Visual: G Good G Fair X Poor Diam: 48" Scrape/Penetrate invert +4ft: G Hard X Soft Inches Defects: infil *severe Scrape/Penetrate @ Bench: G Hard X Soft Inches deterioration Infiltration/Inflow: Q None Q Stains/Deposit • Dripping G Running G Streaming X Seeping Bench Material: Condition-Visual: Scrape/Penetrate near wall: Scrape/Penetrate near channel: Infiltration/Inflow: X CIP Concrete G PreCast Concrete Q Good G Fair G Hard X Soft G Hard X Soft G None G Stains/Deposits G Dripping X Lined X Poor Inches Inches G Brick G Running G Other G Streaming Defects: infil X Seeping Coal tar liner "severe deterioration Channel Material: X CIP Concrete Q PreCast Concrete • Lined U Brick G Other Defects: Condition-Visual: G Good X Fair G Poor Scrape/Penetrate § crown of pipe: U Hard X Soft Inches Scrape/Penetrate ^ g invert: x Hard G Soft Inches Infiltration/Inflow: • None Q Stains/Deposits • Dripping G Running G Streaming X Seeping Flow Velocity: G Dry G Stagnant G Slow (0-1 fps) X Nonnal (1-4 fps) G Fast (>4 fps) G Turbulent Flow Depth: G Dry G <1/4Pipe Dia. X <1/2 Pipe Dia. G <3/4 Pipe Dia. G Full Pipe • Surcharged Grease: X None G Light G Medium G Heavy Pests/Insects: X None Q Few • Many Q Infested Type: Manhole Rim to Invert Depth: Feet: 8.7' Silt: X No G Yes Inches Debris: XNo G Yes Description Unusual Odor: X No Q Yes Description il il ftl ftl ftl fti Ii I lOAfnStream CAWITaRV SFWFR ft .(JTORM W Services, Inc. SANITARY SEWER & STORM WATER SPECIALISTS I I i I i I ft I i Manhole Inspection Report i I j I I Overview City of Carlsbad Manhole Number: Location: Access: AH-25 Lagoon Trail ROW Rating 3 Drive, unpaved Batiquitos Lagoon Inspection/structure type: Inspector Name: Date of Inspection: Internal/standard Ramos 06/06/05 Pictures Photo Number General Area: Cover On: Cover Bottom: Down Manhole: Other: Effluent: Influent 1 Influent 2 Influent 3 Other: B D Pipe Diameter 24" 8" DROP 24" Pipe Material VCP VCP VCP Site Information Status: X Located G Not Located G Could Not Open G Not Accessible Surface Cover: • Pavement G Off Pavement G Sidewalk • Parking Lot X Landscape G Back Yard G Open Field Surface Condition: X No Problem G Cracked • Pothole X Raised: 14" G Concrete Collar Traffic Setup: G Roadway X Off Roadway G Intersection G Sidewalk G Driveway G Private Property G Highway Traffic Volume: X None G Light G Heavy Manhole Cover Status when located: Shape: Size: Material: X Normal G Missing G Cracked X Round G Square • Other X 24" Diameter • 36" Diameter G Other X Iron G Plastic/Composite G Other Corrosion on Bottom: • None X Light G Rocking • Seized G Sealed Q Bolted/Locked • Buried/Covered Shape: Size Q Medium G Heavy Grade Rina/Frame Genera/ Condition: X Good Q Cracked • Missing Steps/Rungs: X None G Iron G Plastic/Coated G Other Corrosion: G None X Light G Medium G Heavy Step Condition: G Good G Deteriorated Cover to Frame Seal: X None G Good G Poor Evidence of Surcharge: X No G Yes Heiaht Frame to MH Seal: G None X Good G Poor Vandalism: X No G Yes Description II ftl ftl ftl ft 1 ftl i 1 i 1 1 1 1 1 1 lllll ft 1 i 1 1 i 1 1 1 Chlmnev & Cone Coal tar epoxy liner Shape: G Concentric X Eccentric G Other Describe Chimney Height: 17" Material: G CIP Concrete X PreCast Concrete X Lined G Brick G Other Min. diam. 24" Condition - Visual: * G Good G Fair X Poor Defects: Scrape/Penetrate - Near Surface: • Hard X Soft Inches Scrape/Penetrate @ Cone: • Hard X Soft Inches 'severe Infiltration/Inflow: X None • Stains/Deposits • Dripping G Running G Streaming deterioration Barrel/Wall Coal tar liner Material: G CIP Concrete X PreCast Concrete X Lined G Brick • Other Height: 29" Condition-Visual: • Good • Fair X Poor Diam: 48" Scrape/Penetrate invert +4ft: G Hard X Soft Inches Defects: *severe Scrape/Penetrate @ Bench: G Hard X Soft Inches deterioration Infiltration/Inflow: X None G Stains/Deposit G Dripping G Running • Streaming Bench Coal tar liner Material: X CIP Concrete G PreCast Concrete X Lined G Brick G Other Defects: Condition-Visual: G Good G Fair X Poor Scrape/Penetrate near wall: G Hard X Soft Inches *severe Scrape/Penetrate near channel: G Hard X Soft Inches deterioration Infiltration/Inflow: X None G stains/Deposits G Dripping Q Running G Streaming Channel Material: X CIP Concrete D PreCast Concrete • Lined G Brick Q Other Condition-Visual: G Good X Fair G Poor Scrape/Penetrate @ crown of pipe: G Hard X Soft Inches Scrape/Penetrate @ invert: X Hard U Soft Inches Infiltration/Inflow: G None X Stains/Deposits • Dripping G Running G streaming I I Flow Velocity: G Dry G stagnant G Slow (0-1 fps) X Nomial(1-4fps) • Fast (>4 fps) G Turbulent Flow Depth: G Dry • <1/4 Pipe Dia. X <1/2 Pipe Dia. Q <3/4 Pipe Dia. 0 Full Pipe G Surcharged Grease: X None G Light • Medium G Heavy Pests/Insects: X None G Few G Many G Infested Type: Manhole Rim to Invert Depth: Feet: 8.3' Silt: X No 0 Yes Inches Debris: X No D Yes Description Unusual Odor: X No G Yes Description II il ftl ftl ftl il DOiifiiStreaiii CAMlTflRV .<5FWFR ft RTHRM \Ai Services, Inc. SANITARY SEWER & STORM WATER SPECIALISTS I i I I I I I I I Manhole Inspection Report I i I I I I Overview Manhole Number: Location: Access: City of Carlsbad AH-26 Lagoon Trail ROW Rating 3 Drive, unpaved Batiquitos Lagoon Inspection/structure type: Inspector Name: Date of Inspection: Internal/standard Ramos 06/06/05 Pictures Photo Number General Area: Cover On: Cover Bottom: Down Manhole: Other: Effluent: Influent 1: Influent 2: Influent 3: Other: D Pipe Diameter 24" 24" Pipe Material VCP VCP M.H. Layout t North 24" VCP Site Information Status: Surface Cover: Surface Condition: Traffic Setup: Traffic Volume: X Located G Pavement X No Problem • Roadway X None G Not Located G Off Pavement Q Cracked X Off Roadway G Light G Could Not Open G Sidewalk U Pothole G Intersection G Heavy G Not Accessible Q Parking Lot X Raised: IS" G Sidewalk X Landscape U Back Yard G Open Field G Concrete Collar G Driveway G Private Property G Highway Manhole Cover Status when located: X Normal G Missing G Cracked G Rocking G Seized G Sealed G Bolted/Locked G Buried/Covered Shape: X Round Q Square G Other Size: X 24" Diameter G 36" Diameter G Other Shaoe: Size Material: X Iron G Plastic/Composite • Other Corrosion on Bottom: G None X Light G Medium G Heavy Grade Rina/Frame General Condition: X Good G Cracked G Missing Steps/Rungs: X None G Iron G Plastic/Coated G Other Corrosion: D None X Light G Medium Q Heavy Step Condition: G Good Q Deteriorated Cover to Frame Seal: X None • Good G Poor Evidence of Surcharge: X No G Yes Heiaht Frame to MH Seal: G None X Good G Poor Vandalism: XNo G Yes Description II ftl ftl ftl i 1 i 1 1 1 IIII i 1 i 1 1 J i 1 i 1 i 1 lllll Chlmnev & Cone Coal tar epoxy liner Shape: G Concentric X Eccentric G Other Describe Chimney Height: 17" Material: G CIP Concrete X PreCast Concrete X Lined G Brick G Other Min. diam. 24" Condition ^ Visual: G Good G Fair X Poor Defects: Scrape/Penetrate - Near Surface: • Hard X Soft Inches Scrape/Penetrate @ Cone: G Hard X Soft Inches "severe Infiltration/Inflow: X None G Stains/Deposits G Dripping G Running G Streaming deterioration Barre//bVa// Coal tar liner Material: G CIP Concrete X PreCast Concrete X Lined G Brick G other Height: 31" Condition-Visual: G Good G Fair X Poor Diam: 48" Scrape/Penetrate invert +4ft: G Hard X Soft Inches Defects: "severe Scrape/Penetrate @ Bench: G Hard X Soft Inches deterioration Infiltration/Inflow: X None G stains/Deposit G Dripping • Running G streaming Bench Coal tar liner Material: X CIP Concrete G PreCast Concrete X Lined G Brick G Other Defects: Condition-Visual: G Good G Fair X Poor Scrape/Penetrate near wall: G Hard X Soft Inches *severe Scrape/Penetrate near channel: G Hard X Soft Inches deterioration Infiltration/Inflow: G None X Stains/Deposits G Dripping G Running G streaming Channel Material: X CIP Concrete G PreCast Concrete • Lined G Brick G Other Defects: Condition-Visual: G Good X Fair G Poor Scrape/Penetrate @ crown of pipe: G Hard X Soft Inches Scrape/Penetrate @ invert: X Hard G Soft Inches Infiltration/Inflow: G None X stains/Deposits G Dripping G Running G Streaming Flow Velocity: G Dry • stagnant G Slow (0-1 fps) X Normal (1-4 fps) • Fast (>4 fps) • TurtDulent Flow Depth: G Dry G <1/4 Pipe Dia. X <1/2 Pipe Dia. G <3/4 Pipe Dia. G Full Pipe G Surcharged Grease: X None G Light G Medium G Heavy Pests/Insects: X None • Few G Many G Infested Type: Manhole Rim to Invert Depth: Feet: 8.5' Silt: X No G Yes Inches Debris: X No G Yes Description Unusual Odor: X No G Yes Description II il ftl ftl ftl fta il DOfimStreaiii ^» *^ CAMlTflRV SFWFR ft .-^TflRM W Services, Inc. SANITARY SEWER & STORM WATER SPECIALISTS t I I I I I I I I Manhole Inspection Report I i I Overview Manhole Number: Location: Access: City of Carisbad AH-27 Lagoon Trail ROW Rating 3 Drive, unpaved Batiquitos Lagoon Inspection/structure type: Inspector Name: Date of Inspection: Internal/standard Ramos 06/06/05 Pictures General Area: Cover On: Cover Bottom: Down Manhole: Other: Effluent: Influent 1 Influent 2 Influent 3 Other: Photo Number D Pipe Diameter 24" 24" Pipe Material VCP 24" VCP VCP M.H. Layout t North Site information Status: X Located G Not Located G Could Not Open U Not Accessible Surface Cover: U Pavement G Off Pavement G Sidewalk Q Parking Lot X Landscape G Back Yard G Open Field Surface Condition: X No Problem G Cracked • Pothole X Raised: 14" G Concrete Collar Traffic Setup: G Roadway X Off Roadway G Intersection G Sidewalk G Driveway G Private Property G Highway Traffic Volume: X None G Light G Heavy Manhole Cover Status when located: X Normal G Missing Q Cracked G Rocking G Seized G Sealed G Bolted/Locked G Buried/Covered Shape: X Round G Square G Other Size: X 24" Diameter G 36" Diameter G Other Shaoe: Size Material: X Iron G Plastic/Composite G Other Corrosion on Bottom: G None X Light G Medium G Heavy Grade Rina/Frame Genera/ Condition: X Good G Cracked G Missing Steps/Rungs: X None G Iron G Plastic/Coated G Other Corrosion: • None X Light G Medium • Heavy Step Condition: G Good Q Deteriorated Cover to Frame Seat: X None G Good G Poor Evidence of Surcharge: XNo G Yes Heiaht Frame to MH Seal: G None X Good Q Poor Vandalism: X No G Yes Description II ftl ftl ftl ftl iiii IIII IIII IIII i 1 i 1 lllll Chlmnev & Cone Coal tar epoxy liner Shape: Q Concentric X Eccentric G Other Describe Chimney Height: 45" Material: G CIP Concrete X PreCast Concrete X Lined G Brick G Other Min. diam. 24" Condition - Visual: G Good. G Fair X Poor Defects: Scrape/Penetrate - Near Surface: • Hard X Soft Inches Scrape/Penetrate @ Cone: G Hard X Soft Inches "severe Infiltration/Inflow: X None G Stains/Deposits • Dripping G Running G Streaming deterioration Barrel/Wall Coal tar liner Material: G CIP Concrete X PreCast Concrete X Lined • Brick G other Height: 10" Condition-Visual: G Good U Fair X Poor Diam: 48" Scrape/Penetrate invert +4ft: G Hard X Soft Inches Defects: infil "severe Scrape/Penetrate @ Bench: G Hard X Soft Inches deterioration Infiltration/Inflow: G None • Stains/Deposit G Dripping • Running G Streaming X Seeping Bench Coal tar liner Material: X CIP Concrete G PreCast Concrete X Lined G Brick U other Defects: infil Condition-Visual: • Good • Fair X Poor Scrape/Penetrate near wall: G Hard X Soft Inches "severe Scrape/Penetrate near channel: G Hard X Soft Inches deterioration Infiltration/Inflow: Q None G stains/Deposits G Dripping G Running U Streaming X Seeping Channel Material: X CIP Concrete G PreCast Concrete • Lined G Brick G Other Condition-Visual: G Good XFair G Poor Scrape/Penetrate @ crown of pipe: • Hard X Soft Inches Scrape/Penetrate @ Invert: X Hard • Soft Inches Infiltration/Inflow: G None X Stains/Deposits G Dripping G Running G Streaming Flow Velocity: G Dry G Stagnant G Slow (0-1 fps) X Nonnal (1-4 fps) U Fast (>4 fps) G Turbulent Flow Depth: G Dry • <i/4 Pipe Dia. X <1/2 Pipe Dia G <3/4 Pipe Dia. G Full Pipe G Surcharged Grease: X None G Light G Medium G Heavy Pests/Insects: X None G Few G Many D Infested Type: Manhole Rim to Invert Depth: Feet: 9.1' Silt: G No X Yes Inches 2.00" Debris: G No X Silt appears to be sloughed-off concrete Unusual Odor: X No G Yes Description I II fti ftl ftl ftJ ftl ftl il CO^nStream ^fc ^ RflMITARV .<;FWFR A )?TnRM Ul Services, Inc. SANITARY SEWER & STORM WATER SPECIALISTS I I I I I I I I I Manhole Inspection Report I i I t J i I I I I I Overview City of Carlsbad Manhole Number: Location: Access: AH-28 Lagoon Trail, ROW Rating 4 Drive, unpaved Batiquitos Lagoon Inspection/structure type: Inspector Name: Date of Inspection: Internal/standard Ramos 06/06/05 Pictures General Area: Cover On: Cover Bottom: Down Manhole: Other: Effluent: Influent 1 Influent 2 Influent 3 Other: Photo Number B D Pipe Diameter 24" 24" Pipe Material VCP VCP M.H. Layout t North Site Information Status: X Located G Not Located G Could Not Open G Not Accessible Surface Cover: G Pavement • Off Pavement • Sidewalk G Paricing Lot X Landscape G Back Yard G Open Field Surface Condition: X No Problem G Cracked G Pothole X Raised: 20" • Concrete Collar Traffic Setup: • Roadway X Oft Roadway G Intersection G Sidewalk G Driveway G Private Property G Highway Traffic Volume: X None G Light G Heavy Manhole Cover Status when located: Shape: Size: Material: Corrosion on Bottom: • fgone X Normal G Missing X Round G Square X 24" Diameter G 36" Diameter X Iron G Cracked G Other G Other Q Plastic/Composite G Other X Light G Rocking G Seized • Sealed • Bolted/Locked G Buried/Covered Shape: Size Medium G Heavy Grade Rina/Frame Genera/ Condition: X Good G Cracked G Missing Steps/Rungs: X None G Iron G Plastic/Coated G Other Corrosion: G None Light X Medium • Heavy Step Condition: Q Good G Deteriorated Cover to Frame Seal: X None G Good G Poor Evidence of Surcharge: XNo G Yes Heiaht Frame to MH Seal: G None X Good G Poor Vandalism: X No G Yes Description ftl ftl ftl ftl ftl ftl i 1 IIII 1 1 1 lllll i 1 i 1 1 1 1 1 1 Chimney & Cone Coal tar epoxy liner Shape: G Concentric X Eccentric G Other Describe Chimney Height: 31" Material: G CIP Concrete X PreCast Concrete X Lined G Brick G Other Min. diam. 24" Condition - Visual: G Good Q Fair X Poor Defects: peeling liner . Scrape/Penetrate - Near Surface: • Hard X Soft Inches Scrape/Penetrate @ Cone: G Hard X Soft Inches *severe Infiltration/Inflow: X None G Stains/Deposits G Dripping G Running G Streaming deterioration Barrel/Wall Coal tar liner Material: G CIP Concrete X PreCast Concrete X Lined G Brick G other Height: 31" Condition-Visual: G Good G Fair X Poor Diam: 48" Scrape/Penetrate invert +4ft: G Hard X Soft Inches Defects: infil *severe Scrape/Penetrate @ Bench: G Hard X Soft Inches deterioration Infiltration/Inflow: G None • Stains/Deposit G Dripping G Running G Streaming X Seeping Bench Coal tar liner Material: X CIP Concrete • PreCast Concrete X Lined • Brick G Other Defects: infil Condition-Visual: G Good G Fair X Poor Scrape/Penetrate near wall: G Hard X Soft Inches *severe Scrape/Penetrate near channel: G Hard X Soft Inches deterioration infiltration/Inflow: G None Q Stains/Deposits G Dripping G Running G Streaming X Seeping Channel Material: X CIP Concrete G PreCast Concrete G Lined G Brick • Other Defects: peeling Condition-Visual: G Good X Fair G Poor Scrape/Penetrate @ crown of pipe: G Hard XSoft Inches Scrape/Penetrate @ invert: X Hard G Soft Inches Infiltration/Inflow: G None X Stains/Deposits G Dripping • Running • Streaming I i Flow Velocity: G Dry G stagnant G Slow (0-1 fps) X Normal (1-4 fps) G Fast (>4 fps) G Turbulent Flow Depth: G Dry G <1/4 Pipe Dia. X <1/2 Pipe Dia. G <3/4 Pipe Dia. • Full Pipe G Surcharged Grease: X None G Light G Medium • Heavy Pests/Insects: X None G Few G Many G Infested Type: Manhole Rim to Invert Depth: Feet: 9.7' Silt: X No G Yes Inches Debris: X No G Yes Description Unusual Odor: X No U Yes Description I I ftl ftl ftl ftl ftl il COAmStream RANITARY .CIFWFR » STORM Services, Inc. SANITARY SEWER & STORM WATER SPECIALISTS Iiiiftiiiiii Manhole Inspection Report ft I ftl ftl I I Overview City of Carlsbad Manhole Number: Location: Access: AH-29 Lagoon Trail ROW Rating 3 Drive, unpaved Batiquitos Lagoon Inspection/structure type: Inspector Name: Date of Inspection: Internal/standard Ramos 06/06/05 Pictures Photo Number ^^^^-^ M.H. Layout General Area: ^^^^-^ M.H. Layout Cover On: ^^^^-^ 8" VC drop Cover Bottom: 8" VC drop Down Manhole: 8" VC drop Other: T Pipe Diameter Pipe Material AH-29 y North Effluent: A 24" VCP 24" VCP North Influent 1: B 8" drop VCP 24" VCP 24" VCP Influent 2: C 24" VCP 24" VCP 24" VCP Influent 3: D 24" VCP Other: Site Information Status: X Located G Not Located • Could Not Open Q Not Accessible Surface Cover: G Pavement G Off Pavement G Sidewalk • Paridng Lot X Landscape • Back Yard • Open Field Surface Condition: X No Problem G Cracked G Pothole X Raised: 13" G Concrete Collar Traffic Setup: G Roadway X Off Roadway Q Intersection G Sidewalk G Driveway G Private Property • Highway Traffic Volume: X None G Light G Heavy Manhole Cover Status when located: Shape: Size: Material: Corrosion on Bottom: • None X Normal G Missing G Cracked X Round G Square G Other X 24" Diameter G 36" Diameter G Other X Iron Q Plastic/Composite G Other X Light • Rocking • Seized G Sealed • Bolted/Locked • Buried/Covered Shape: Size G Medium G Heavy Grade Rina/Frame Genera/ Condition: X Good G Cracked G Missing Steps/Rungs: X None • Iron G Plastic/Coated G Other Corrosion: G None Light X Medium • Heavy Step Condition: G Good G Deteriorated Cover to Frame Seal: X None G Good G Poor Evidence of Surcharge: X No G Yes Heiaht Frame to MH Seal: G None X Good G Poor Vandalism: XNo G Yes Description I II II il il ftl ft I il II I I II il il il il i i I I t I I i Chimney & Cone Shape: G Concentric Material: G ClP Concrete Condition - Visual: G Good Scrape/Penetrate - Near Surfece: G Hard Scrape/Penetrate @ Cone: G Hard Infiltration/Inflow: X None X Eccentric X PreCast Concrete G Fair X Soft XSoft G Stains/Deposits G Other X Lined X Poor Inches Inches G Dripping Describe, G Brick G Running G Other Q Streaming Coal tar epoxy liner Chimney Height: 27" Min. diam. 24" *severe deterioration Barrel/Wall Coal tar liner Material: G CIP Concrete X PreCast Concrete X Lined G Brick G Other Height: 37" Condition-Visual: G Good G Fair XPoor Diam: 48" Scrape/Penetrate invert +4ft: G Hard X Soft Inches Defects: *severe Scrape/Penetrate @ Bench: G Hard X Soft Inches deterioration Infiltration/Inflow: G None X Stains/Deposit G Dripping G Running G Streaming Bench Coal tar liner Matenal: X CIP Concrete G PreCast Concrete X Lined G Brick G Other Defects: infil Condition-Visual: • Good G Fair X Poor Scrape/Penetrate near wall: G Hard X Soft inches ^severe Scrape/Penetrate near channel: G Hard X Soft Inches deterioration Infiltration/Inflow: G None G Stains/Deposits G Dripping G Running Q Streaming X Seeping Channel Material: X CIP Concrete G PreCast Concrete G Lined G Brick G aher Condition-Visual: G Good X Fair G Poor Scrape/Penetrate ^ S crown of pipe: G Hard X Soft Inches Scrape/Penetrate g invert: x Hard Q Soft Inches Inftltration/lnflovi/: X None G Stains/Deposits G Dripping Q Running Q Streaming Flow Velocity: G Dry G Stagnant G Slow (0-1 fps) X Normal (1-4 fps) G Fast (>4 fps) G Turbulent Flow Depth: G Dry G <1/4 Pipe Dia. X <1/2 Pipe Dia. G <3/4 Pipe Dia. G Full Pipe G Surcharged Grease: X None G Light G Medium Q Heavy Pests/Insects: X None G Few G Many G Infested Type: Manhole Rim to Invert Depth: Feet: 9.8* Silt: X No G Yes Inches Debris: X No G Yes Description Unusual Odor: X No Q Yes Description illiiilfti ft Ii lilll lOvnStream ^ CAWITARV RFWFR » .^THRM Ul Services, Inc. SANITARY SEWER & STORM WATER SPECIALISTS II i I ftl i I Manhole Inspection Report llii&iiltili •Overview Manhole Number: Location: Access: City of Carlsbad AH-30 Lagoon Trail ROW Rating 3 Drive, unpaved Batiquitos Lagoon Inspection/structure type: Inspector Name: Date of Inspection: 06/06/05 Pictures Photo Number M.H. Layout General Area: M.H. Layout Cover On: Cover Bottom: Down Manhole: Other: P(pe Diameter Pipe Material AH-30 1 Effluent: A 24" VCP North Influent 1: B 24" VCP North Influent 2: C Influent 3: D Other: Site Information Status: X Located G Not Located G Could Not Open G Not Accessible Surface Cover: G Pavement G Off Pavement G Sidewalk Q Parking Lot X Landscape G Back Yard Q Open Field Surface Condition: X No Problem G Cracked G Pothole X Raised: 13" G Concrete Collar Traffic Setup: G Roadway X Off Roadway G Intersection G Sidewalk G Driveway Q Private Property G Highway Traffic Volume: X None G Light Q Heavy Manhole Cover Status when located: X Normal G Missing G Cracked G Rocking G Seized G Sealed G Bolted/Locked G Buried/Covered Shape: X Round G Square G Other Size: X 24" Diameter G 36" Diameter G aher Shaoe: Size Material: X Iron G Plastic/Composite G Other Corrosion on Bottom: G None X Light G Medium G Heavy Grade Rina/Frame Genera/ Condition: X Good G Cracked G Missing Steps/Rungs: x None G Iron G Plastic/Coated G Other Corrosion: G None X Light G Medium G Heavy Step Condition: • Good G Deteriorated Cover to Frame Seal: X None G Good G Poor Evidence of Surcharge: x No G Yes Heinht Frame to MH Seal: G None X Good G Poor Vandalism: x No G Yes Description II ftl i 1 i 1 ftl ftl ft 1 ftl ftl i 1 ft 1 1 1 i 1 i 1 ft 1 1 1 1 1 1 Chlmnev & Cone Coal tar epoxy liner Shape: G Concentric X Eccentric G Other Describe Chimney Height: 17" Material: G CIP Concrete X PreCast Concrete X Lined G Brick G Other Min. diam. 24" Condition - Visual: G Good G Fair X Poor Defects: Scrape/Penetrate - Near Surface: U Hard X Soft Inches Scrape/Penetrate @ Cone: G Hard X Soft Inches 'severe Infiltration/Inflow: X None G Stains/Deposits G Dripping G Running G Streaming deterioration Barrel/Wall Coal tar liner Material: G CIP Concrete X PreCast Concrete X Lined G Brick G other Height: 12" Condition-Visual: G Good G Fair XPoor Diam: 48" Scrape/Penetrate invert +4ft: G Hard X Soft Inches Defects: *severe Scrape/Penetrate @ Bench: G Hard X Soft Inches deterioration Infiltration/Inflow: G None X Stains/Deposit G Dripping G Running G Streaming Bench Coal tar liner Material: X CIP Concrete Q PreCast Concrete X Lined G Brick G Other Defects: infil Condition-Visual: G Good G Fair X Poor Scrape/Penetrate near wall: G Hard X Soft Inches *severe Scrape/Penetrate near channel: G Hard X Soft Inches deterioration Infiltration/Inflow: G None G Stains/Deposits G Dripping G Running G streaming X Seeping Channel Material: X CIP Concrete G PreCast Concrete G Lined G Brick G Other Condition-Visual: G Good X Fair G Poor Scrape/Penetrate @ crown of pipe: • Hard X Soft Inches Scrape/Penetrate @ invert: X Hard G Soft Inches Infiltration/Inflow: X None G Stains/Deposits G Dripping G Running G streaming Flow Velocity: G Dry G Stagnant G Slow (0-1 fps) X Nonnal (1-4 fps) G Fast (>4 fps) G Turbulent Flow Depth: G Dry G <1/4 Pipe Dia. X <1/2 Pipe Dia. G <3/4 Pipe Dia. G Full Pipe G Surcharged Grease: X None G Light G Medium G Heavy Pests/Insects: X None Q Few G Many G Infested Type: Manhole Rim to Invert Depth: Feet: 6.9" Silt: X No G Yes Inches Debris: X No G Yes Description Unusual Odor: X No Q Yes Description II il ftl ftl ftl ftl Ii I 1 Ii II il 11 Ii il il il tl Manhole Inspection Report I 1 DOvnStream ^tei CAWITARV SFWFR » .^THRM Ul Services, Inc. SANITARY SEWER & STORM WATER SPECIALISTS Overview City of Carisbad Manhole Number: Location: Access: AH-31 Lagoon Trail ROW Rating 3 Drive, unpaved Batiquitos Lagoon Inspection/structure type: Inspector Name: Date of Inspection: 06/06/05 Pictures Photo Number General Area: Cover On: Cover Bottom: Down Manhole: Other: M.H. Layout Pipe Diameter Pipe Material Effluent: A 24" VCP Influent 1: B 24" VCP Influent 2: C Influents: D Other: Site Information Status: X Located G Not Located U Could Not Open Q Not Accessible Surface Cover: G Pavement U Off Pavement G Sidewalk G Parking Lot X Landscape G Back Yard G Open Field Surface Condition: X No Problem G Cracked G Pothole X Raised: 15" G Concrete Collar Traffic Setup: G Roadway X Oft Roadway U Intersection G Sidewalk G Driveway G Private Property G Highway Traffic Volume: X None G Light G Heavy Manhole Cover Status when located: X Normal Q Missing G Cracked Q Rocking G Seized G Sealed G Bolted/Locked G Buried/Covered Shape: X Round G Square G Other Size: X 24" Diameter G 36" Diameter G Other Shaoe: Size Material: X Iron G Plastic/Composite G aher Corrosion on Bottom: G None X Light G Medium G Heavy Grade Rina/Frame Genera/ Condition: X Good G Cracked G Missing Steps/Rungs: X None Q Iron • Plastic/Coated G Other Corrosion: Q None X Light Q Medium G Heavy Step Condition: G Good G Deteriorated Cover to Frame Seal: X None G Good G Poor Evidence of Surcharge: X No G Yes Heiaht Frame to MH Seal: G None X Good G Poor Vandalism: X No G Yes Description iftiftiftiiiiiiiiiiii iiiiiiiiiiiiii Chimney & Cone Shape: Q Concentric Material: • ciP Concrete Condition - Visual: G Good Scrape/Penetrate - Near Surface: • Hard Scrape/Penetrate @ Cone: • Hard Infiltration/Inflow: G None X Eccentric X PreCast Concrete G Fair X Soft X Soft X Stains/Deposits G Other X Lined X Poor Inches Inches G Dripping Describe, G Brick G Running Coal tar epoxy liner Chimney Height: 18" G other Min. diam. 24" Defects: Chimney broken, and cracked "severe liner & concrete G Streaming deterioration Barrel/Wall Coal tar liner Material: G CIP Concrete X PreCast Concrete X Lined G Brick G Other Height: 7" Condition-Visual: G Good G Fair X Poor Diam: 48" Scrape/Penetrate invert +4ft: G Hard X Soft Inches Defects: "severe Scrape/Penetrate @ Bench: G Hard X Soft Inches deterioration Infiltration/Inflow: G None X Stains/Deposit G Dripping G Running G Streaming Bench Coal tar liner Material: X CIP Concrete G PreCast Concrete X Lined G Brick G Other Defects: infil Condition-Visual: G Good G Fair X Poor Scrape/Penetrate near wall: G Hard X Soft Inches "severe Scrape/Penetrate near channel: G Hard X Soft Inches deterioration Infiltration/Inflow: G None G Stains/Deposits G Dripping G Running G Streaming X Seeping Channel Material: X CIP Concrete G PreCast Concrete G Lined G Brick U Other Defects: infil Condition-Visual: G Good X Fair G Poor Scrape/Penetrate @ crown of pipe: • Hard X Soft Inches Scrape/Penetrate @ invert: X Hard Q Soft Inches Infiltration/Inflow: G None G stains/Deposits G Dripping Q Running G Streaming X Seeping Flow Velocity: G Dry G stagnant G Slow (0-1 fps) X Nonnal (1-4 fps) G Fast (>4 fps) Q Turbulent Flow Depth: • Dry Q <1/4 Pipe Dia. X <1/2 Pipe Dia. G <3/4 Pipe Dia. G Full Pipe G Surcharged Grease: XNone • Light G Medium G Heavy Pests/Insects: X None G Few G Many G Infested Type: Manhole Rim to Invert Depth: Feet: 6.6' Silt: X No Q Yes Inches Debris: X No Q Yes Description Unusual Odor: X No G Yes Description 1 il il ftl ftl ftl ftl BOmiStream ^te CAMITARV .<!FWFR Jl .^TnRM W i I Services, Inc. SANITARY SEWER & STORM WATER SPECIALISTS I I I I i I ft I ft I i Manhole Inspection Report i I i I I 1 I i I I Overview City of Carlsbad Manhole Number: Location: Access: AH-32 Lagoon Trail ROW Rating 3 Drive, unpaved Batiquitos Lagoon Inspettion/structure type: Inspector Name: Date of Inspection: Internal/standard Ramos 06/06/05 Pictures General Area: Cover On: Cover Bottom: Down Manhole: Other: Photo Number Pipe Diameter Pipe Material Effluent: A 24" VCP Influent 1: B 24" VCP Influent 2: C Influent 3: D Other: M.H. Layout t North Site Information Status: Surface Cover: Surface Condition: Traffic Setup: Traffic Volume: X Located G Pavement X No Problem G Roadway X None G Not Located G Off Pavement G Cracked X Off Roadway G Light G Could Not Open U Sidewalk G Pothole G Intersection G Heavy G Not Accessible G Parking Lot X Raised: 12" Q Sidewalk X Landscape G Back Yard G Open Field G Concrete Collar G Driveway G Private Property G Highway Manhole Cover Status when located: X Nonnal G Missing G Cracked G Rocking G Seized G Sealed G Bolted/Locked Q Buried/Covered Shape: X Round G Square G Other Size: X 24" Diameter G 36" Diameter G Other Shaoe: Size Material: X Iron G Plastic/Composite G Other Conrosion on Bottom: G None X Light G Medium G Heavy Grade Rina/Frame Genera/ Condition: X Good G Cracked G Missing Steps/Rungs: X None G Iron G Plastic'Coated G Other Corrosion: G None X Light G Medium G Heavy Step Condition: G Good G Deteriorated Cover to Frame Seal: X None G Good G Poor Evidence of Surcharge: X No G Yes Heiaht Frame to MH Seal: G None X Good G Poor Vandalism: X No G Yes Description i 1 ftl ftl i 1 ft J ftl ftl i i 1 1 lli Iiii 1 i 1 i 1 1 i 1 1 1 Chlmnev & Cone Coal tar epoxy liner Shape: G Concentric X Eccentric G Other Describe Chimney Height: 31" Material: G CIP Concrete X PreCast Concrete X Lined G Brick G other Min. diam. 24" Condition - Visual: G Good G Fair X Poor Defects: Scrape/Penetrate - Near Surface: • Hard X Soft Inches Scrape/Penetrate @ Cone: G Hard X Soft Inches "severe Infiltration/Inflow: X None G stains/Deposits Q Dripping G Running G Streaming deterioration Barrel/Wall Coal tar liner Material: G CIP Concrete X PreCast Concrete X Lined G Brick G other Height: 11" Condition-Visual: G Good G Fair X Poor Diam: 48" Scrape/Penetrate invert +4ft: G Hard X Soft Inches Defects: infil "severe Scrape/Penetrate @ Bench: G Hard X Soft Inches deterioration Infiltration/Inflow: G None G stains/Deposit G Dripping Q Running G Streaming X Seeping Bench Coal tar liner Material: X CIP Concrete Q PreCast Concrete X Lined G Brick G Other Defects: infil Condition-Visual: G Good G Fair X Poor Scrape/Penetrate near wall: G Hard X Soft Inches "severe Scrape/Penetrate near channel: G Hard X Soft Inches deterioration Infiltration/Inflow: G None G stains/Deposits G Dripping G Running G Streaming X Seeping Channel Material: X CIP Concrete G PreCast Concrete G Lined G Brick G Other Condition-Visual: G Good X Fair G Poor Scrape/Penetrate @ crown of pipe: G Hard XSoft Inches Scrape/Penetrate @ invert: X Hard G Soft Inches Infiltration/Inflow: G None X Stains/Deposits G Dripping G Running G Streaming I I Flow Velocity: G Dry G stagnant G Slow (0-1 fps) X Nonnal (1-4 fps) G Fast (>4 fps) G Turbulent Flow Depth: G Dry X <1/4 Pipe Dia. G <1/2 Pipe Dia. G <3/4 Pipe Dia. G Full Pipe G Surcharged Grease: X None G Light G Medium G Heavy Pests/Insects: X None G Few Q Many G Infested Type: Manhole Rim to Invert Depth: Feet: 7.9' Silt: X No G Yes Inches Debris: X No G Yes Description Unusual Odor: X No G Yes Description I II il ftl ftl ftl ftl ftl il CO^nStream ^1 ^ SAWITflRY .CIFWFR A RTnRM Vy Services, Inc. SANITARY SEWER & STORM WATER SPECIALISTS ftl ftl ftl il i Manhole Inspection Report i I i I ft I i I I I Overview City of Carisbad Manhole Number: Location: Access: AH-33 Lagoon Trail ROW Rating 3 Drive, unpaved Batiquitos Lagoon Inspection/structure type: Inspector Name: Date of Inspection: 06/ /05 Pictures General Area: Cover On: Cover Bottom: Down Manhole: Other: Photo Number pjpe Diameter Pipe Material Effluent: A 24" VCP Influent 1: B 24" VCP Influent 2: C Influent 3: D Other: site Information Status: X Located G Not Located G Could Not Open G Not Accessible Surface Cover: G Pavement G Off Pavement G Sidewalk G Parking Lot X Landscape G Back Yard G Open Field Surface Condition: X No Problem Q Cracked G Pothole X Raised: 7" Q Concrete Collar Traffic Setup: G Roadway X Oft Roadway G Intersection G Sidewalk G Driveway G Private Property G Highway Traffic Volume: X None G Light Q Heavy Manhole Cover Status when located: X Nonnal G Missing G Cracked G Rocking G Seized G Sealed G Bolted/Locked G Buried/Covered Shape: X Round G Square G Other Size: X 24" Diameter G 36" Diameter G Other Shaoe: Size Material: X Iron G Plastic/Composite G Other Corrosion on Bottom: G None X Light G Medium G Heavy Grade Rina/Frame Genera/ Condition: X Good G Cracked G Missing Steps/Rungs: X None G Iron G Plastic/Coated G Other Corrosion: G None X Light G Medium G Heavy Step Condition: G Good G Deteriorated Cover to Frame Seal: X None G Good G Poor Evidence of Surcharge: X No G Yes Heiaht Frame to MH Seal: G None X Good Q Poor Vandalism; X No G Yes Description i 1 ftl ftl ftl ftl ftl i 1 IIII i 1 ftl ill! i 1 i 1 lllll Chlmnev & Cone Coal tar epoxy liner Shape: G Concentric X Eccentric G Other Describe Chimney Height: 21" Material: G CIP'Concrete X PreCast Concrete X Lined G Brick G Other Min. diam. 24" Condition - Visual: G Good G Fair X Poor Defects: Scrape/Penetrate - Near Surface: • Hard X Soft Inches Scrape/Penetrate @ Cone: G Hard X Soft Inches "severe Infiltration/Inflow: X None Q Stains/Deposits G Dripping G Running G Streaming deterioration Barrel/Wall Coal tar liner Material: G CIP Concrete X PreCast Concrete X Lined G Brick G Other Height: 32" Condition-Visual: G Good G Fair X Poor Diam: 48" Scrape/Penetrate invert +4ft: G Hard X Soft Inches Defects: "severe Scrape/Penetrate @ Bench: G Hard X Soft Inches deterioration Infiltration/Inflow: G None G stains/Deposit G Dripping G Running G Streaming X Seeping Bench Coal tar liner Material: X CIP Concrete G PreCast Concrete X Lined G Brick G Other Defects: Condition-Visual: G Good G Fair X Poor Scrape/Penetrate near wall: G Hard XSoft Inches "severe Scrape/Penetrate near channel: G Hard X Soft Inches deterioration Infiltration/Inflow: G None G Stains/Deposits G Dripping G Running G streaming X Seeping Channel Material: X CIP Concrete Q PreCast Concrete G Lined G Brick G Other Condition-Visual: G Good X Fair G Poor Scrape/Penetrate @ crown of pipe: • Hard X Soft Inches Scrape/Penetrate @ invert: X Hard Q Soft Inches Infiltration/Inflow: G None G Stains/Deposits G Dripping G Running G streaming X Seeping Flow Velocity: G Dry G Stagnant G Slow (0-1 fps) X Normal (1-4 fps) G Fast (>4 fps) G Turbulent Flow Depth: G Dry G <1/4 Pipe Dia. X <1/2 Pipe Dia. Q <3/4 Pipe Dia. G Full Pipe G Surcharged Grease: X None G Light G Medium G Heavy Pests/Insects: X None G Few G Many G Infested Type: Manhole Rim to Invert Depth: Feet: 8.9' Silt: G No X Yes Inches 2.00" yes Debris: Q No X Yes 2.00 " debris is concrete which has sloughed oft m/h interior walls Unusual Odor: X No Q Yes Description i II ftl ftl ftl ftl ft I i I EOmiStream SAMITARV J^FWFR ft STORM W Services, Inc. SANITARY SEWER & STORM WATER SPECIALISTS ftl i i i I i I Manhole Inspection Report Overview City of Carlsbad Manhole Number: Location: Access: AH-34 Lagoon Trail ROW Rating 2 Drive, unpaved Batiquitos Lagoon Inspection/structure type Inspector Name: Date of Inspection: Pictures Photo Number General Area: Cover On: Cover Bottom: Down Manhole: Other: Pipe Diameter Pipe Material Effluent: A 24" VCP Influent 1: B 8" PVC Influent 2: C 24" VCP Influent 3: D Other: 24" VCP Site Information Status: X Located G Not Located G Could Not Open G Not Accessible Surface Cover: G Pavement G Off Pavement G Sidewalk G Parking Lot X Landscape G Back Yard G Open Field Surface Condition: X No Problem G Cracked G Pothole X Raised: 6" G Concrete Collar Traffic Setup: Q Roadway X Oft Roadway Q Intersection G Sidewalk G Driveway U Private Property Q Highway Traffic Volume: X None G Light G Heavy Manhole Cover Status when located: X Normal G Missing G Cracked G Rocking G Seized G Sealed G Bolted/Locked G Buried/Covered Shape: X Round G Square G aher Size: X 24" Diameter Q 36" Diameter G Other Shaoe: Size Material: X Iron G Plastic/Composite G Other Corrosion on Bottom: G None X Light G Medium G Heavy Grade Rina/Frame Genera/ Condition: X Good G Cracked G Missing Steps/Rungs: X None G Iron G Plastic/Coated G Other Corrosion: G None Light X Medium G Heavy Step Condition: G Good G Deteriorated Cover to Frame Seal: X None G Good • Poor Evidence of Surcharge: X No G Yes Heiaht Frame to MH Seal: G None X Good G Poor Vandalism: X No G Yes Description 1 II ftl ftl ftl ftl fta i 1 IIII 1 1 i 1 i 1 1 1 i 1 i 1 i 1 1 1 Chimney & Cone Coal tar epoxy liner Shape: G Concentric X Eccentric G Other Describe Chimney Height: 20" Material: G CIP Concrete X PreCast Concrete X Lined G Brick G Other Min. diam. 24" Condition - Visual: G Good G Fair X Poor Defects: Scrape/Penetrate - Near Surface: G Hard X Soft Inches Scrape/Penetrate @ Cone: G Hard X Soft Inches "severe Infiltration/Inflow: X None G Stains/Deposits G Dripping G Running G Streaming deterioration Barrel/Wall Coal tar liner Material: G CIP Concrete X PreCast Concrete X Lined G Brick G Other Height: 29" Condition-Visual: G Good G Fair X Poor Diam: 48" Scrape/Penetrate invert +4ft: G Hard X Soft Inches Defects: *severe Scrape/Penetrate @ Bench: G Hard XSoft Inches deterioration Infiltration/Inflow: X None G Stains/Deposit G Dripping G Running G Streaming Bench Coal tar liner Material: X CIP Concrete G PreCast Concrete X Lined G Brick U aher Defects: Condition-Visual: G Good G Fair X Poor Scrape/Penetrate near wall: G Hard X Soft Inches "severe Scrape/Penetrate near channel: G Hard XSoft Inches deterioration Infiltration/Inflow: X None G Stains/Deposits G Dripping G Running G Streaming Channel Material: X CIP Concrete G PreCast Concrete G Lined G Brick G Other Condition-Visual: G Good XFair Q Poor Scrape/Penetrate @ crown of pipe: G Hard XSoft Inches Scrape/Penetrate @ invert: X Hard G Soft Inches Infiltration/Inflow: X None G stains/Deposits G Dripping G Running G Streaming Flow Velocity: G Dry G Stagnant G Slow (0-1 fps) X Normal (1-4 fps) G Fast (>4 fps) Q Turbulent Flow Depth: G Dry G <1/4Plpe Dia. X <1/2 Pipe Dia. G <3/4 Pipe Dia. G Full Pipe G Surcharged Grease: X None G Light G Medium G Heavy Pests/Insects: X None G Few G Many G Infested Type: Manhole Rim to Invert Depth: Feet: 8.6' Silt: G No X Yes Inches 4" Debris: G No X Yes debris consists of mushy concrete which has Debris: G No sloughed off m/h interior Unusual Odor: X No G Yes Description I I ftl ftl ftl ftl ftl il El3^nStream ^ RflNITflRV SFWFR ft RTHRM Wi Services, Inc. SANITARY SEWER & STORM WATER SPECIALISTS I I I i i I i I I Manhole Inspection Report i I Overview Manhole Number: Location: Access: City of Carisbad AH-35 Lagoon Trail ROW Drive, unpaved. and walk Rating 3 Batiquitos Lagoon Inspection/structure type: Inspector Name: Date of Inspection: Internal/standard Ramos 06/06/05 Pictures General Area: Cover On: Cover Bottom: Down Manhole: Other: Photo Number Pipe Diameter Pipe Material Effluent: A 24" VCP Influent 1: B 8" PVC Influent 2: C 24" VCP Influent 3: D Other: 24" VCP M.H. Layout t North 24" VCP Site Information t Status: X Located Q Not Located G Could Not Open G Not Accessible North Surface Cover: G Pavement G Off Pavement G Sidewalk G Parking Lot X Landscape G Back Yard G Open Field Surface Condition: X No Problem G Cracked G Pothole X Raised: 11" G Concrete Collar Traffic Setup: G Roadway X Oft Roadway G Intersection G Sidewalk Q Driveway G Private Property Q Highway Traffic Volume: X None G Light G Heavy Manhole Cover Status when located: X Normal G Missing Q Cracked G Rocking G Seized G Sealed G BoHed/Locked G Buried/Covered Shape: X Round • Square G Other Size: X 24" Diameter G 36" Diameter G Other Shaoe: Size Material: X Iron G Plastic/Composite G Other Corrosion on Bottom: G None X Light G Medium G Heavy Grade Rina/Frame Genera/ Condition: X Good G Cracked G Missing Steps/Rungs: X None G Iron G Plastic/Coated G Other Corrosion: G None Light X Medium G Heavy Step Condition: G Good G Deteriorated Cover to Frame Seal: X None G Good G Poor Evidence of Surcharge: X No • Yes Heiaht Frame to MH Seal: G None X Good Q Poor Vandalism: X No G Yes Description I i II ftl ftl ftl ftl ftl ftl i 1 i 1 i 1 i 1 i 1 1 1 i 1 i i i 1 1 1 1 Chlmnev & Cone Coal tar epoxy liner Shape: G Concentric X Eccentric G Other Describe Chimney Height: 32" Material: G CIP Concrete X PreCast Concrete X Lined G Brick G Other Min. diam. 24" Condition - Visual: G Good G Fair X Poor Defects: Scrape/Penetrate - Near Surface: • Hard X Soft Inches Scrape/Penetrate @ Cone: G Hard X Soft Inches ^severe Infiltration/Inflow: X None G Stains/Deposits G Dripping Q Running G Streaming deterioration Barrel/Wall Coal tar liner Material: G CIP Concrete X PreCast Concrete G Lined G Brick G other Height: 19" Condition-Visual: G Good G Fair • Poor Diam: 48" Scrape/Penetrate invert +4ft: G Hard X Soft Inches Defects: infil *severe Scrape/Penetrate @ Bench: G Hard X Soft Inches deterioration Infiltration/Inflow: G None G Stains/Deposit G Dripping G Running G streaming X Seeping Bench Coal tar liner Material: X CIP Concrete G PreCast Concrete X Lined G Brick G Other Defects: infil Condition-Visual: G Good G Fair X Poor Scrape/Penetrate near wall: G Hard X Soft Inches "severe Scrape/Penetrate near channel: G Hard X Soft Inches deterioration Infiltration/Inflow: G None G stains/Deposits G Dripping G Running G Streaming X Seeping Channel Material: X CIP Concrete G PreCast Concrete G Lined G Brick G Other Defects: Condition-Visual: G Good X Fair G Poor Scrape/Penetrate @ crown of pipe: G Hard X Soft Inches Scrape/Penetrate @ invert: X Hard G Soft Inches Infiltration/Inflow: G None X Stains/Deposits G Dripping Q Running G Streaming Flow Velocity: G Dry G Stagnant G Slow (0-1 fps) X Nonnal (1-4 fps) G Fast (>4 fps) G Turbulent Flow Depth: G Dry G £1/4 Pipe Dia. X <1/2 Pipe Dia. G <3/4 Pipe Dia. G Full Pipe D Surcharged Grease: XNone G Light D Medium G Heavy Pests/Insects: XNone G Few G Many G Infested Type: Manhole Rim to Invert Depth: Feet: 8.8' Silt: G No X Yes Inches: 4" Debris: G No X Yes 4", debris is mushy concrete which has sloughed oft interior walls Unusual Odor: X No Q Yes Description I II il ftl ftl ftl ftl il I j fl il il il Ii II il il 11 Manhole Inspection Report I J lOmiStream ^» ^ .QAMITARV .9FWFR ft STflRM Vy Services, Inc. SANITARY SEWER & STORM WATER SPECIALISTS Overview Manhole Number: Location: Access: City of Carlsbad AH-36 Lagoon Trail, ROW Rating 3 Drive, unpaved Batiquitos Lagoon Inspection/structure type: Inspector Name: Date of Inspection: Internal/standard Ramos 06/06/05 Pictures Photo Number M.H. Layout General Area: M.H. Layout Cover On: Cover Bottom: 24" \ VCP \ Down Manhole: 24" \ VCP \ t Other: 24" \ VCP \ Pipe Diameter Pipe Material AH-36 VCP Effluent: A 24" VCP VCP Influent 1: B 24" VCP VCP Influent 2: C Influents: D Other: Site Information Status: X Located G Not Located G Could Not Open G Not Accessible Surface Cover: G Pavement G Off Pavement G Sidewalk G Pariting Lot X Landscape G Back Yard G Open Field Surface Condition: X No Problem G Cracked G Pothole X Raised: G Concrete Collar Traffic Setup: Q Roadway X Oft Roadway Q Intersection G Sidewalk G Driveway G Private Property G Highway Traffic Volume: X None G Light G Heavy Manhole Cover Status when located: Shape: Size: Material: Corrosion on Bottom: • None X Normal G Missing X Round G Square X 24" Diameter G 36" Diameter X Iron G Cracked G Other G Other Q Plastic/Composite G Other X Light G Rocking Q Seized G Sealed G Botted/Locked G Buried/Covered Shape: Size G Medium G Heavy Grade Rina/Frame Genera/ Condition: X Good G Cracked G Missing Steps/Rungs: X None G Iron G Plastic/Coated 0 Other Corrosion: G None Light X Medium • Heavy Step Condition: G Good G Deteriorated Cover to Frame Seal: X None G Good G Poor Evidence of Surcharge: X No G Yes Heiaht Frame to MH Seal: G None X Good G Poor Vandalism: X No G Yes Description II ftl ftl ftl ftl ftl ftl IIII 1 1 ft 1 i 1 1 1 i 1 i 1 i i t i 1 Chlmnev & Cone Coal tar epoxy liner Shape: G Concentric X Eccentric G Other Describe Chimney Height: 21" Material: G CIP Concrete X PreCast Concrete X Lined G Brick G Other Min. diam. 24" Condition - Visual: G Good G Fair " X Poor Defects: Scrape/Penetrate - Near Surface: • Hard X Soft Inches Scrape/Penetrate @ Cone: G Hard X Soft Inches *severe infiltration/Inflow: X None G stains/Deposits G Dripping Q Running G Streaming deterioration Barrel/Wall Coal tar liner Matenal: G CIP Concrete X PreCast Concrete X Lined G Brick G other Height: 64" Condition-Visual: G Good G Fair X Poor Diam: 48" Scrape/Penetrate invert +4ft: G Hard X Soft Inches Defects: infil *severe Scrape/Penetrate @ Bench: G Hard X Soft Inches deterioration Infiltration/Inflow: G None G Stains/Deposit G Dripping G Running Q Streaming X Seeping Bench Coal tar liner Material: X CIP Concrete Q PreCast Concrete X Lined G Brick G Other Defects: infil Condition-Visual: G Good G Fair X Poor Scrape/Penetrate near wall: G Hard X Soft Inches *severe Scrape/Penetrate near channel: G Hard X Soft Inches deterioration Infiltration/Inflow: G None Q Stains/Deposits G Dripping G Running G Streaming X Seeping Channel Material: X CIP Concrete G PreCast Concrete G Lined G Brick G Other Defects: Condition-Visual: G Good X Fair G Poor Scrape/Penetrate @ crown of pipe: • Hard X Soft Inches Scrape/Penetrate @ invert: X Hard G Soft Inches Infiltration/Inflow: Q None X Stains/Deposits G Dripping G Running G Streaming Flow Velocity: G Dry G Stagnant G Slow (0-1 fps) X Nonnal (1-4 fps) G Fast (>4 fps) G Turbulent Flow Depth: G Dry G <1/4Pipe Dia. X <1/2 Pipe Dia. G <3/4 Pipe Dia. G Full Pipe G Surcharged Grease: X None G Light G Medium G Heavy Pests/Insects: XNone G Few G Many G Infested Type: Manhole Rim to Invert Depth: Feet: 11.6' Silt: G No X Yes Inches:: 2.00" Debris: G No X Yes debris is mushy concrete which has sloughed oft Debris: G No interior walls. Unusual Odor: X No G Yes Description I i il ftl ftl ftl ftl ftl ftl II i i il ftl II I i il il ftl Manhole Inspection Report I a i I OOmiStream ^ CAMITARV CFWFR A STHRM W Services, Inc. SANITARY SEWER & STORM WATER SPECIALISTS Overview City of Carlsbad Manhole Number: Location: Access: AH-37 Golf Course Rating 3 Drive cart Batiquitos Lagoon Inspection/structure type: Inspector Name: Date of Inspection: Internal/standard Ramos 06/09/05 Pictures Photo Number 8" or 10" PVC General Area: 8" or 10" PVC M.H. Layout Cover On: 8" or 10" PVC Cover Bottom: Down Manhole: t Other: 1 Pipe Diameter Pipe Material ^ I AH-37 North Effluent: A 24" VCP \ /— Influent 1: B 8" or 10" PVC 24" 24" Influent 2: C 24" VCP VCP 24" Influent 3: D VCP VCP Other: Site Information Status: Surface Cover: Surface Condition: Traffic Setup: Traffic Volume: X Located G Pavement X No Problem G Roadway X None G Not Located G Off Pavement G Cracked Off Roadway G Light G Could Not Open G Sidewalk G Pothole G Intersection G Heavy G Not Accessible G Parking Lot G Raised: G Sidewalk X Landscape G Back Yard G Open Field G Concrete Collar Q Driveway X Private Property Q Highway Manhole Cover Status when located: Shape: Size: Material: X Normal X Round X 24" Diameter X Iron Corrosion on Bottom: • None G Missing G Cracked G Square G Other G 36° Diameter G Other G Plastic/Composite G Other X Light G Rocking Q Seized G Sealed G Bolted/Locked G Buried/Covered Shape: Size Medium G Heavy Grade Rina/Frame Genera/ Condition: X Good G Cracked G Missing Steps/Rungs: X None G Iron G Plastic/Coated G Other Corrosion: G None X Light G Medium • Heavy Step Condition: G Good Q Deteriorated Cover to Frame Seal: X None G Good G Poor Evidence of Surcharge: X No G Yes Heiaht Frame to MH Seal: U None X Good G Poor Vandalism: X No G Yes Description ftl ftl ftl i 1 i 1 i 1 i 1 1 1 1 1 IIII IIII 1 1 i 1 1 1 1 i 1 Chimney & Cone Coat tar epoxy liner Shape: G Concentric X Eccentric G aher Describe Chimney Height: 26" Material: * G CIP Concrete X PreCast Concrete X Lined G Brick G Other Min. diam. 24" Condition - Visual: G Good G Fair X Poor Scrape/Penetrate - Near Surface: X Hard Soft Inches Scrape/Penetrate @ Cone: X Hard Soft Inches Infiltration/Inflow: G None X Stains/Deposits G Dripping G Running Q Streaming Barrel/Wall Coal tar liner Material: G CIP Concrete X PreCast Concrete G Lined G Brick G Other Height: 144" Condition-Visual: X Good G Fair Poor Diam: 48" Scrape/Penetrate invert +4ft: X Hard (?) Soft Inches Scrape/Penetrate @ Bench: X Hard (?) Soft Inches Infiltration/Inflow: G None G Stains/Deposit G Dripping G Running G Streaming X Seeping Bench Coal tar liner Material: X CIP Concrete G PreCast Concrete X Lined G Brick G Other Condition-Visual: Q Good XFair Poor Scrape/Penetrate near wall: G Hard X Soft Inches Scrape/Penetrate near channel: X Hard Soft' Inches Infiltration/Inflow: X None G Stains/Deposits G Dripping G Running G Streaming X Seeping Channel Material: X CIP Concrete G PreCast Concrete G Lined G Brick G Other Condition-Visual: G Good X Fair G Poor Scrape/Penetrate @ crown of pipe: • Hard X Soft Inches Scrape/Penetrate @ invert: X Hard Q Soft Inches Infiltration/Inflow: G None X Stains/Deposits G Dripping G Running G streaming Flow Velocity: • Dry G Stagnant G Slow (0-1 fps) X Nomial(1-4fps) G Fast (>4 fps) G Turbulent Flow Depth: G Dry Q <1/4Pipe Dia. X <1/2 Pipe Dia. Q <3/4 Pipe Dia. 0 Full Pipe G Surcharged Grease: X None G Light G Medium G Heavy Pests/Insects: X None G Few G Many G Infested Type: Manhole Rim to Invert Depth: Feet: 18.6' Silt: G No X Yes 2.00" Inches: Debris: G No X Yes debris in channel invert 2" Unusual Odor: X No G Yes Description I II il ftl ftl ftl ftl ftl EOMimStreaiii ^ CAMITARV .<;FWFR » STORM W Services, Inc. SANITARY SEWER & STORM WATER SPECIALISTS I I I I i I i 1 I 1 Manhole Inspection Report i I i I i I I I Overview Manhole Number: Location: Access: City of Carisbad AH-38 Golf Course Drive cart, unpaved Rating 3 Batiquitos Lagoon Inspection/structure type: Inspector Name: Date of Inspection: Internal/standard Ramos 06/09/05 Pictures Photo Number General Area: Cover On: Cover Bottom: Down Manhole: Other: Effluent: Influent 1 Influent 2 Influent 3 Other: D Pipe Diameter 24" 24" Pipe Material VCP VCP M.H. Layout t North 24" VCP Site Information Status: X Located G Not Located G Could Not Open G Not Accessible Surface Cover: G Pavement G Off Pavement G Sidewalk G Parking Lot X Landscape G Back Yard G Open Field Surface Condition: X No Problem G Cracked G Pothole G Raised: G Concrete Collar Traffic Setup: U Roadway Off Roadway G Intersection G Sidewalk G Driveway X Private Property G Highway Traffic Volume: X None G Light G Heavy Manhole Cover Status when located: X Normal G Missing G Cracked Q Rocking G Seized G Sealed G Bolted/Locked G Buried/Covered Shape: X Round G Square G Other Size: X 24" Diameter G 36" Diameter G Other Shaoe: Size Material: X Iron • Plastic/Composite G Other Corrosion on Bottom: G None X Light G Medium G Heavy Grade Rina/Frame Genera/ Condition: X Good G Cracked G Missing Steps/Rungs: x None G Iron G Plastic/Coated G aher Corrosion: G None X Light • Medium 0 Heavy Step Condition: G Good G Deteriorated Cover to Frame Seal: X None G Good G Poor Evidence of Surcharge: x No G Yes Heiaht Frame to MH Seal: G None X Good G Poor Vandalism: x No G Yes Description II il ftl ftl ftl ftl ftl i 1 1 i i 1 i 1 ilia i 1 ft 1 lllli Chlmnev & Cone Coal tar epoxy liner Shape: G Concentric X Eccentric G Other Describe Chimney Height: 27" Material: G CIP Concrete X PreCast Concrete X Lined G Brick G Other Min. diam. 24' Condition - Visual: G Good G Fair X Poor Scrape/Penetrate - Near Surface: G Hard X Soft Inches Scrape/Penetrate @ Cone: G Hard X Soft Inches "severe Infiltration/Inflow: G None X Stains/Deposits G Dripping G Running G Streaming deterioration Barrel/Wall Coal tar liner Material: G CIP Concrete X PreCast Concrete X Lined G Brick G other Height: 97" Condition-Visual: G Good G Fair XPoor Diam: 48" Scrape/Penetrate invert +4ft: G Hard X Soft Inches Defects: infil "severe Scrape/Penetrate @ Bench: G Hard X Soft Inches deterioration Infiltration/Inflow: G None G Stains/Deposit G Dripping Q Running G streaming X Seeping Bench Coal tar liner Material: X CIP Concrete Q PreCast Concrete X Lined G Brick G Other Defects: infil Condition-Visual: G Good G Fair XPoor Scrape/Penetrate near wall: G Hard X Soft Inches "severe Scrape/Penetrate near channel: G Hard X Soft Inches deterioration Infiltration/Inflow: G None G Stains/Deposits Q Dripping G Running G Streaming X Seeping Channel Material: X CIP Concrete G PreCast Concrete G Lined G Brick G Other Condition-Visual: G Good X Fair G Poor Scrape/Penetrate @ crown of pipe: • Hard X Soft Inches Scrape/Penetrate @ invert: X Hard G Soft Inches Infiltration/Inflow: G None X stains/Deposits G Dripping G Running Q Streaming Flow Velocity: G Dry G Stagnant G Slow (0-1 fps) X Nonnal (1-4 fps) G Fast (>4 fps) G Turbulent Flow Depth: G Dry G <1/4Pipe Dia. X <1/2 Pipe Dia. G <3/4 Pipe Dia. G Full Pipe G Surcharged Grease: X None G Light G Medium G Heavy Pests/Insects: X None G Few Q Many G Infested Type: Manhole Rim to invert Depth: Feet: 17.1' Silt: G No X Yes 2.00 Inches Debris: G No X Yes 2.00 " mushy concrete in invert Unusual Odor: X No Q Yes Description I 11 ftl ftl ftl ftJ ftl ftl ftl EOAfiiStream 1^ CAMlTflRV <:i:WPR a .(JTHRM Wi Services, Inc. SANITARY SEWER & STORM WATER SPECIALISTS ftl ftl 11 i I I Manhole Inspection Report III! Overview City of Carlsbad Manhole Number: Location: Access: AH-39 Golf Course Drive cart, unpaved Rating 2 Batiquitos Lagoon Inspection/structure type: Inspector Name: Date of Inspection: Internal/standard Ramos 06/09/05 Pictures General Area: Cover On: Cover Bottom: Down Manhole: Other: Effluent: Influent 1 Influent 2 Influent 3 Other: Photo Number North B D Pipe Diameter 24" 8" 24" Pipe Material VCP PVC VCP M.H. Layout 24" VCP Sfte Information Status: X Located G Not Located G Could Not Open G Not Accessible Suri'ace Cover: G Pavement G Off Pavement G Sidewalk G Pariting Lot X Landscape G Back Yard G Open Field Surface Condition: X No Problem G Cracked G Pothole G Raised: G Concrete Collar Traffic Setup: G Roadway Off Roadway G Intersection G Sidewalk G Driveway X Private Property G Highway Traffic Volume: X None G Light G Heavy Manhole Cover Status when located: Shape: Size: Material: Corrosion on Bottom: • None X Normal G Missing G Cracked X Round G Square G Other X 24" Diameter G 36" Diameter G Other X Iron Q Plastic/Composite G Other X Light Q Rocking G Seized G Sealed G Bolted/Locked G Buried/Covered Shape: Size G Medium G Heavy Grade Rina/Frame Genera/ Condition: X Good G Cracked G Missing Steps/Rungs: X None G Iron G Plastic/Coated G Other Corrosion: G None Light X Medium G Heavy Step Condition: G Good G Deteriorated Cover to Frame Seal: X None G Good G Poor Evidence of Surcharge: X No G Yes Heiaht Frame to MH Seal: G None X Good G Poor Vandalism: X No G Yes Description 1 1 i 1 i 1 1 i i ftl ftl ftl ftl ft 1 i 1 ft 1 ill 1 i 1 i 1 1 i 1 1 1 Chlmnev & Cone Coal tar epoxy liner Shape: G Concentric X Eccentric G Other Describe Chimney Height: 27" Material: G CIP Concrete X PreCast Concrete X Lined G Brick G Other Min. diam. 24" Conditioti - Visual: G Good G Fair X Poor Scrape/Penetrate - Near Surface: G Hard X Soft Inches Scrape/Penetrate @ Cone: G Hard X Soft Inches "light Infiltration/Inflow: X None G stains/Deposits G Dripping G Running G Streaming deterioration Barrel/Wall Coal tar liner Material: G CIP Concrete X PreCast Concrete X Lined G Brick G other Height: 88" Condition-Visual: G Good G Fair X Poor Diam: 48" Scrape/Penetrate invert +4ft: G Hanj X Soft Inches Defects: infil "light Scrape/Penetrate @ Bench: G Hard X Soft Inches deterioration Infiltration/Inflow: G None G Stains/Deposit X Dripping G Running G Streaming X Seeping Bench Coal tar liner Material: X CIP Concrete G PreCast Concrete X Lined G Brick G Other Defects: infil Condition-Visual: G Good G Fair X Poor Scrape/Penetrate near wall: G Hard XSoft Inches "light Scrape/Penetrate near channel: G Hard X Soft Inches deterioration Infiltration/Inflow: G None G Stains/Deposits G Dripping G Running G Streaming X Seeping I I Channel Material: X CIP Concrete G PreCast Concrete G Lined G Brick G Other Condition-Visual: G Good X Fair G Poor Scrape/Penetrate @ crown of pipe: G Hard X Soft Inches Scrape/Penetrate @ invert: X Hard G Soft Inches Infiltration/Inflow: G None X Stains/Deposits G Dripping G Running G Streaming Flow Velocity: G Dry G Stagnant G Slow (0-1 fps) X Nonnal (1-4 fps) G Fast (>4 fps) G Turbulent Flow Depth: G Dry G <1/4 Pipe Dia. X <1/2 Pipe Dia. G <3/4 Pipe Dia. G Full Pipe G Surcharged Grease: X None G Light Q Medium G Heavy Pests/Insects: X None G Few G Many G Infested Type: Manhole Rim to Invert Depth: Feet: 14.1' Silt: G No XYes 2" Debris: G No X Yes 2" mushy concrete which sloughed off m/h interior Unusual Odor: X No G Yes Description I II il ftl ftl ftJ ftl il ftl ftl ftl ftl ftl Ii II il tl II il Manhole Inspection Report ^ RAMITflRV .<!FWFR A SmRM UU Services, Inc. SANITARY SEWER & STORM WATER SPECIALISTS Overview Manhole Number: Location: Access: City of Carlsbad AH-40 Golf Course. T Tee-off Drive cart, unpaved Rating 4 Batiquitos Lagoon Inspection/structure type: Inspector Name: Date of Inspection: 06/09/05 Pictures Photo Number General Area: M.H. Layout Cover On: Cover Bottom: ^ 24" VCP Down Manhole: 24" VCP ^ 24" VCP Other: 24" VCP ^ 24" VCP Pipe Diameter Pipe Material 24" VCP AH-40 U Effluent: A 24" VCP t Influent 1: B 24" VCP 1 Influent 2: C North Influent 3: D Other: Site Information Status: X Located G Not Located G Could Not Open G Not Accessible Suri'ace Cover: G Pavement G Off Pavement G Sidewalk G Parking Lot X Landscape G Back Yard G Open Field Surface Condition: X No Problem G Cracked G Pothole G Raised: G Concrete Collar Traffic Setup: G Roadway Off Roadway G Intersection G Sidewalk G Driveway X Private Property G Highway Traffic Volume: X None G Light G Heavy Manhole Cover Status when located: X Normal G Missing Q Cracked Q Rocking G Seized G Sealed G Botted/Locked Q Buried/Covered Shape: X Round G Square G Other Size: X 24" Diameter G 36" Diameter G Other Shaoe: Size Material: X Iron G Plastic/Composite G Other Corrosion on Bottom: G None X Light G Medium G Heavy Grade Rina/Frame Genera/ Condition: X Good G Cracked G Missing Steps/Rungs: X None G Iron G Plastic/Coated G Other Con-osion: G None X Light G Medium • Heavy Step Condition: G Good G Deteriorated Cover to Frame Seal: X None G Good Q Poor Evidence of Surcharge: X No G Yes Heiaht Frame to MH Seal: G None X Good G Poor Vandalism: X No G Yes Description ftl ftl ftl ftl ftl ftl i 1 1 1 1 1 t 1 1 1 1 i 1 1 1 i i i 1 i 1 f 1 Chimney & Cone Coal tar epoxy liner Shape: G Concentric X Eccentric G other Describe Chimney Height: 28" Material: G CIP Concrete X PreCast Concrete X Lined G Brick G Other Min. diam. 24" Condition-Visual: •* G Good X Fair Poor • Scrape/Penetrate - Near Surface: x Hard Soft Inches Scrape/Penetrate @ Cone: X Hard Soft Inches "light Infiltration/Inflow: G None X Stains/Deposits G Dripping G Running G Streaming deterioration Barrel/Wall Coal tar liner Material: G CIP Concrete X PreCast Concrete X Lined G Brick G Other Height: 87" Condition-Visual: G Good G Fair X Poor Diam: 48" Scrape/Penetrate invert +4fl: G Hard X Soft Inches Defects: infil "moderate Scrape/Penetrate @ Bench: G Hard X Soft Inches deterioration Infiltration/Inflow: G None Q Stains/Deposit X Dripping G Running Q Streaming X Seeping Bench Coal tar liner Material: X CIP Concrete G PreCast Concrete X Lined G Brick G Other Defects: infil Condition-Visual: G Good G Fair X Poor, Scrape/Penetrate near wall: G Hard X Soft Inches "severe Scrape/Penetrate near channel: G Hard X Soft Inches deterioration Infiltration/Inflow: G None G Stains/Deposits X Dripping G Running G Streaming Seeping Channel Material: X CIP Concrete G PreCast Concrete G Lined G Brick G Other Condition-Visual: G Good X Fair G Poor Scrape/Penetrate @ crown of pipe: • Harcl X Soft Inches Scrape/Penetrate @ invert: X Hard G Soft Inches Infiltration/Inflow: G None X Stains/Deposits G Dripping G Running G Streaming Flow Velocity: G Dry D Stagnant G Slow (0-1 fps) X Nonnal (1-4 fps) G Fast (>4 fps) G TuriDulent Flow Depth: G Dry G <1/4 Pipe Dia. X <1/2 Pipe Dia. Q <3/4 Pipe Dia. G Full Pipe Q Surcharged Grease: X None • Light G Medium G Heavy Pests/Insects: X None G Few Q Many G Infested Type: Manhole Rim to Invert Depth: Feet: 14.1' Silt: G No XYes 2" Debris: G No X Yes 2" mushy concrete sloughed off m/h interior Unusual Odor: X No Q Yes Description II i I II i I ftl COvnStream ^ CAMITARV QCWCH A CmDM WJ Services, Inc. SANITARY SEWER & STORM WATER SPECIALISTS I t I I i I I I I Manhole Inspection Report lllli Overview City of Carisbad Manhole Number: Location: Access: AH^1 Lagoon Trail east Rating 4 Drive unpaved Batiquitos Lagoon Inspection/structure type: Inspector Name: Date of Inspection: Pictures General Area: Cover On: Cover Bottom: Down Manhole: Other: Photo Number Pipe Diameter Pipe Material Effluent: A 18" VCP Influent 1: B 18" VCP Influent 2: C Influent 3: D Other: M.H. Layout t North Site Information Status: X Located G Not Located G Could Not Open G Not Accessible Surface Cover: G Pavement G Off Pavement G Sidewalk Q Parking Lot X Landscape G Back Yard G Open Field Surface Condition: X No Problem G Cracked G Pothole X Raised: 24" Q Concrete Collar Traffic Setup: G Roadway Off Roadway G Intersection G Sidewalk G Driveway X Private Property G Highway Traffic Volume: X None G Light Q Heavy Manhole Cover Status when located: x Normal Shape: X Round Size: X 24" Diameter Material: X Iron Corrosion on Bottom: • None G Missing G Cracked G Rocking G Square G Other G 36" Diameter G Other Shape: G Plastic/Composite G Other X Light G Medium G Heavy G Seized Size G Sealed G Bolted/Locked Q Buried/Covered Grade Rina/Frame Genera/ Condition: X Good G Cracked G Missing Steps/Rungs: X None G Iron G Plastic/Coated G Other Corrosion: G None Light X Medium Q Heavy Step Condition: G Good G Deteriorated Cover to Frame Seal: X None G Good G Poor Evidence of Surcharge: X No G Yes Heiaht Frame to MH Seal: G None X Good G Poor Vandalism: X No G Yes Description t ftl ftl ftl ftl fti ftl il II t I i I lilililillll Chlmnev & Cone Shape: G Concentric Material: G CIP Concrete Condition - Visual: Good Scrape/Penetrate - Near Surface: • Hard Scrape/Penetrate @ Cone: • Hard Infiltration/Inflow: G None X Eccentric X PreCast Concrete G Fair X Soft X Soft X Stains/Deposits G Other X Lined X Poor Inches Inches G Dripping Describe. G Brick Running Other U Streaming Coal tar epoxy liner Chimney Height: N/A Min. diam. N/A (NO CHIMNEY) "severe cone deterioration Barrel/Wall Coal tar liner Material: Q CIP Concrete X PreCast Concrete X Lined G Brick G Other Height: 48" Condition-Visual: G Good G Fair X Poor Diam: 48" Scrape/Penetrate invert +4ft: G Hard X Soft Inches Defects: infil "severe Scrape/Penetrate @ Bench: G Hard X Soft inches deterioration Infiltration/Inflow: G None G Stains/Deposit X Dripping G Running G Streaming X Seeping Bench Coal tar liner Material: X CIP Concrete G PreCast Concrete X Lined G Brick G Other Defects: infil Condition-Visual: G Good G Fair X Poor Scrape/Penetrate near wall: G Hard X Soft Inches "severe Scrape/Penetrate near channel: G Hard X Soft Inches deterioration Infiltration/Inflow: G None G Stains/Deposits X Dripping G Running G Streaming X Seeping Channel Material: X CIP Concrete G PreCast Concrete G Lined G Brick G Other Condition-Visual: G Good X Fair G Poor Scrape/Penetrate @ crown of pipe: • Hard X Soft Inches Scrape/Penetrate @ invert: X Hard G Soft Inches Infiltration/Inflow: G None G Stains/Deposits X Dripping G Running G Streaming Flow Velocity: G Dry G Stagnant X Slow (0-1 fps) Normal (1-4 ^s) G Fast (>4 fps) G Turbulent Flow Depth: G Dry G <1/4Pipe Dia. X <1/2 Pipe Dia. G <3/4 Pipe Dia. G Full Pipe G Surcharged Grease: X None Q Light G Medium Q Heavy Pests/Insects: X None G Few G Many G Infested Type: Manhole Rim to Invert Depth: Feet: 9.5' Silt: G No XYes 1" Debris: G No X Yes 1" mushy concrete sloughed off m/h interior Unusual Odor: X No Q Yes Description I II il il ftl ftl ftl il EOmiStreaiii CAUITARV fiFWFR ft .(imRM lAi Services, Inc. SANITARY SEWER & STORM WATER SPECIALISTS I I I I I I I I I I Manhole Inspection Report I I i I Overview Manhole Number: Location: Access: City of Carlsbad AH-42 Golf Course, clubhouse Drive cart, paved Rating. 3 Batiquitos Lagoon Inspection/structure type: Inspector Name: Date of Inspection: Internal/standard Ramos 06/09/05 Pictures General Area: Cover On: Cover Bottom: Down Manhole: Other: Photo Number Pipe Diameter Pipe Material Effluent: A 24" VCP Influent 1: B 15" (?)drop VCP Influent 2: C 24" VCP Influent 3: D Other: M.H. Layout t North 24" VCP Site Information Status: X Located G Not Located G Could Not Open G Not Accessible Surface Cover: G Pavement G Off Pavement G Sidewalk G Parking Lot Landscape XYard G Open Field Surface Condition: X No Problem G Cracked G Pothole G Raised: G Concrete Collar Traffic Setup: G Roadway Off Roadway G Intersection G Sidewalk G Driveway X Private Property Q Highway Traffic Volume: X None G Light G Heavy Manhole Cover Status when located: Shape: Size: Material: X Normal X Round X 24" Diameter X Iron Corrosion on Bottom: • None G Missing G Cracked G Rocking G Square G Other G 36" Diameter G Other Shape: G Plastic/Composite Q Other X Light G Medium 0 Heavy G Seized Size G Sealed G Bolted/Locked Buried/Covered Grade Rina/Frame Genera/ Condition: X Good G Cracked G Missing Steps/Rungs: X None G Iron G Plastic/Coated G Other Corrosion: G None Light X Medium G Heavy Step Condition: G Good G Deteriorated Cover to Frame Seal: X None G Good G Poor Evidence of Surcharge: X No G Yes Heiaht Frame to MH Seal: G None X Good G Poor Vandalism: X No G Yes Description II i 1 ftl ftl ftl ftl ftl i 1 1 1 1 1 i 1 1 i t 1 1 1 i 1 1 1 1 1 i Chimney & Cone Coal tar epoxy liner Shape: G Concentric X Eccentric G Other Describe Chimney Height: 34" Material: G CIP Concrete X PreCast Concrete X Lined G Brick G Other Min. diam. 24" Condition - Visual: G Good G Fair X Poor Scrape/Penetrate - Near Surface: G Hard XSoft Inches Scrape/Penetrate @ Cone: G Hard XSoft Inches "severe deterioration Infiltration/Inflow: G None X Stains/Deposits G Dripping G Running G Streaming Barrel/Wall Coal tar liner Material: G CIP Concrete X PreCast Concrete X Lined G Brick G Other Height: 97" Condition-Visual: G Good 0 Fair X Poor Diam: 48" Scrape/Penetrate invert +4fl: Q Hard X Soft Inches Defects: "severe Scrape/Penetrate @ Bench: G Hard X Soft Inches deterioration Infiltration/Inflow: G None X Stains/Deposit G Dripping G Running G Streaming Bench Coal tar liner Materia): X CIP Concrete G PreCast Concrete X Lined G Brick G Other Defects: Condition-Visual: G Good G Fair X Poor Scrape/Penetrate near wall: G Hard X Soft Inches "severe Scrape/Penetrate near channel: G Hard X Soft Inches deterioration Infiltration/Inflow: G None X Stains/Deposits G Dripping G Running G Streaming Channei Material: X CIP Concrete Q PreCast Concrete G Lined G Brick G Other Condition-Visual: G Good X Fair G Poor Scrape/Penetrate @ crown of pipe: • Hard X Soft Inches Scrape/Penetrate @ invert: X Hard G Soft Inches Infiltration/Inflow: G None X stains/Deposits G Dripping G Running G Streaming Flow Velocity: G Dry G Stagnant X Slow (0-1 fps) Nornial (1-4 fps) G Fast (>4 fps) X Turbulent due to drop connection Flow Depth: G Dry Q <1/4 Pipe Dia. X <1/2 Pipe Dia. Q <3/4 Pipe Dia. G Full Pipe X Surcharged due to drop connection Grease: X None G Light G Medium G Heavy Pests/Insects: X None G Few G Many G Infested Type: Manhole Rim to Invert Depth: Feet: 15.4' Silt: G No XYes 2" Debris: G No X Yes 2" mushy concrete sloughed off m/h interior Unusual Odor: X No Q Yes Description I II il ftl ftl ft. ^ QAMITanV QCWCD ft QTnPM Ui Services, Inc. SANITARY SEWER & STORM WATER SPECIALISTS ftl ftl ftl il il il il II il il Ii Manhole Inspection Report I I i I Overview Manhole Number: Location: Access: City of Carisbad AH-43 Golf Course Rating 3 Drive cart Batiquitos Lagoon Inspection/structure type: Inspector Name: Date of Inspection: Internal/standard Ramos 06/09/05 Pictures General Area: Cover On: Cover Bottom: Down Manhole: Other: Photo Number Pipe Diameter Pipe Material Effluent: A 21" VCP Influent 1: B 21" VCP Influent 2: C influent 3: D Other: M.H. Layout t North Site Information Status: X Located G Not Located G Could Not Open G Not Accessible Surface Cover: G Pavement G Off Pavement G Sidewalk G Parking Lot X Landscape G Back Yard G Open Field Surface Condition: X No Problem G Cracked G Pothole G Raised: G Concrete Collar Traffic Setup: G Roadway Off Roadway G Intersection G Sidewalk G Driveway X Private Property G Highway Traffic Volume: X None G Light G Heavy Manhole Cover Status when located: X Normal G Missing G Cracked G Rocking Q Seized G Sealed G Bolted/Locked G Buried/Covered Shape: X Round G Square G Other Size: X 24" Diameter G 36" Diameter G Other Shaoe: Size Material: X Iron G Plastic/Composite G Other Corrosion on Bottom: G None X Light G Medium G Heavy Grade Rina/Frame Genera/ Condition: X Good G Cracked G Missing Steps/Rungs: None G Iron X Plastic/Coated G Other Corrosion: G None Light X Medium G Heavy Step Condition: X Fair G Deteriorated Cover to Frame Seal: X None G Good G Poor Evidence of Surcharge: X No G Yes Heiaht Frame to MH Seal: G None X Good G Poor Vandalism: X No G Yes Description II ft 1 ftl ft 1 ftl ftl ftl ftl ftl ill IIIIIIIIIIIIII Chimney & Cone Shape: G Concentric X Eccentric G Other Describe Chimney Height: 20" Material: G CIP Concrete X PreCast Concrete X Lined G Brick G Other Min. diam. 24" Condition - Visual: G Good G Fair X Poor Scrape/Penetrate - Near Surface: • Hard X Soft Inches Scrape/Penetrate @ Cone: G Hard X Soft Inches "severe deterioration Infiltration/Inflow: G None X Stains/Deposits Q Dripping G Running Q streaming Barrel/Wall Material: G CIP Concrete X PreCast Concrete X Lined G Brick G Other Height: 61" Condition-Visual: G Good G Fair X Poor Diam: 48" Scrape/Penetrate invert +4ft: G Hard X Soft Inches "severe Scrape/Penetrate @ Bench: G Hard X Soft Inches deterioration Infiltration/Inflow: G None X Stains/Deposit G Dripping G Running G Streaming i I Bench Material: X CIP Concrete G PreCast Concrete X Lined G Brick G aher Condition-Visual: G Good G Fair X Poor Scrape/Penetrate near wall: G Hard X Soft Inches "severe Scrape/Penetrate near channel: G Hard X Soft Inches deterioration Infiltration/Inflow: G None X Stains/Deposits G Dripping G Running G Streaming Channel Material: X CIP Concrete G PreCast Concrete G Lined G Brick G Other Condition-Visual: G Good X Fair G Poor Scrape/Penetrate @ crown of pipe: • Hard X Soft Inches Scrape/Penetrate @ invert: X Hard G Soft Inches Infiltration/Inflow: Q None X Stains/Deposits G Dripping G Running G Streaming Flow Velocity: G Dry G Stagnant G Slow (0-1 fps) X Nonnal (1-4 fps) G Fast (>4 fps) Q Turbulent Flow Depth: G Dry G <1/4 Pipe Dia. X <1/2 Pipe Dia. G <3/4 Pipe Dia. G Full Pipe G Surcharged Grease: X None G Light G Medium G Heavy Pests/Insects: X None G Few G Many G Infested Type: Manhole Rim to Invert Depth: Feet: 10.9' Silt: G No X Yes 3" Debris: G No X Yes 3" mushy concrete sloughed off m/h interior Unusual Odor: X No Q Yes Description I II il ftl ftl ftl ftl ftl il BOiifiiStreaiii ^ QAMITARV QFWFH ft QTHRM tAi Services, Inc. SANITARY SEWER & STORfW WATER SPECIALISTS iliiiiiii Manhole Inspection Report i I i I i i I 1 I I Overview Manhole Number: Location: Access: City of Carlsbad AH-44 Golf Course Rating 3 Drive cart, paved Batiquitos Lagoon Inspection/structure type: Inspector Name: Date of Inspection: Pictures General Area: Cover On: Cover Bottom: Down Manhole: Other: Photo Number Pipe Diameter P(pe Material Effluent: A 21" VCP Influent 1: B 8" PVC Influent 2: C 21" VCP Influent 3: D Other: M.H. Layout t North Site information Status: X Located G Not Located G Could Not Open G Not Accessible Surface Cover: Q Pavement G Off Pavement G Sidewalk G Parting Lot X Landscape G Back Yard G Open Field Surface Condition: X No Problem G Cracked G Pothole G Raised: G Concrete Collar Traffic Setup: G Roadway Off Roadway G Intersection G Sidewalk G Driveway X Private Property G Highway Traffic Volume: X None G Light G Heavy Manhole Cover Status when located: Shape: Size: Material: X Normal G Missing G Cracked X Round G Square G Other X 24" Diameter G 36' Diameter G Other X Iron G Plastic/Composite G Other Corrosion on Bottom: G None X Light G Medium G Rocking Shape: G Heavy G Seized Size G Sealed G Bolted/Locked G Buried/Covered Grade Rina/Frame Genera/ Condition: X Good G Cracked G Missing Steps/Rungs: X None G Iron G Plastic/Coated G Other Corrosion: G None X Light G Medium G Heavy Step Condition: G Good G Deteriorated Cover to Frame Seal: X None G Good G Poor Evidence of Surcharge: X No G Yes Heiaht Frame to MH Seal: G None XGood G Poor Vandalism: X No G Yes Description ftl ftl ftl ftl ftl ftl ftl ftl i 1 III! 1 1 1 j 1 1 i 1 1 1 1 1 1 Chimney & Cone Coal tar epoxy liner Shape: Q Concentric X Eccentric G Other Describe Chimney Height: 18" Material: G CIP Concrete X PreCast Concrete X Lined G Brick G Other Min. diam. 24" Condition - Visual: G Good * G Fair X Poor Scrape/Penetrate - Near Surface: • Hard X Soft Inches Scrape/Penetrate @ Cone: G Hard X Soft Inches "light deterioration chimney Infiltration/Inflow: Q None X Stains/Deposits G Dripping G Running G Streaming Moderate deterioration cone Barrel/Wall Coal tar epoxy liner Material: G CIP Concrete X PreCast Concrete X Lined G Brick G Other Height: 33" Condition-Visual: G Good G Fair X Poor Diam: 48" Scrape/Penetrate invert +4ft: G Hard X Soft Inches Defects: "moderate Scrape/Penetrate @ Bench: G Hard X Soft Inches deterioration Infiltration/Inflow: G None X Stains/Deposit G Dripping G Running G Streaming Bench Coal tar epoxy liner Material: X CIP Concrete G PreCast Concrete X Lined G Brick G Other Defects: Condition-Visual: G Good G Fair X Poor Scrape/Penetrate near wall: G Hard X Soft Inches "severe Scrape/Penetrate near channel: G Hard X Soft Inches deterioration Infiltration/Inflow: G None X Stains/Deposits G Dripping G Running G streaming Channel Material: X CIP Concrete G PreCast Concrete G Lined G Brick G aher Condition-Visual: G Good X Fair G Poor Scrape/Penetrate @ crown of pipe: 0 Hard X Soft Inches Scrape/Penetrate @ invert: X Hard G Soft Inches infiltration/Inflow: G None X Stains/Deposits G Dripping G Running G streaming Flow Velocity: G Dry G Stagnant G Slow (0-1 fps) X Normal (1-4 fps) G Fast (>4 fps) G Turbulent Flow Depth: G Dry G <1/4 Pipe Dia. X <1/2 Pipe Dia. G <3/4 Pipe Dia. G Full Pipe G Surcharged Grease: X None G Light' G Medium G Heavy Pests/Insects: X None G Few G Many Q Infested Type: Manhole Rim to Invert Deptti: Feet: 8.4" Silt: G No XYes 2" Debris: G No X Yes 2" mushy concrete sloughed off m/h interior Unusual Odor: X No G Yes Description il il il ftl ftl ftl ftl EOvnStream ^^•^ CAWITABV CtWCR ft CTnHM \AJ i I Services, inc. SANITARY SEWER & STORM WATER SPECIALISTS I } I I i I I 1 Manhole Inspection Report till Overview City of Carlsbad Mdnhole Number: Location: Access: AH-45 Lagoon Trail, off golf course Drive, then walk Rating 3 Batiquitos Lagoon Inspection/structure type: Inspector Name: Date of Inspection: Internal/standard Ramos 06/08/05 Pictures Photo Number General Area: M.H. Layout Cover On: Cover Bottom: Down Manhole: AT^ 18" . Other: 18" ^ VCP T Pipe Diameter Pipe Material 18" ] AH-45 l- ^ VCP T Effluent: A 18" VCP VCP North Influent 1: B 18" VCP Influent 2: C Influent 3: D Other: Site Infonnation Status: X Located G Not Located G Could Not Open G Not Accessible Surface Cover: G Pavement G Off Pavement G Sidewalk G Parking Lot X Landscape G Back Yard G Open Field Surface Condition: X No Problem G Cracked G Pothole X Raised: 24" G Concrete Collar Traffic Setup: Q Roadway X Off Roadway G Intersection G Sidewalk G Driveway Private Property G Highway Traffic Volume: X None G Light G Heavy Manhole Cover Status when located: X Normal G Missing G Cracked G Rocking G Seized G Sealed G Bolted/Locked G Buried/Covered Shape: X Round G Square G Other Size: X 24" Diameter G 36" Diameter G Other Shaoe: Size Material: X Iron G Plastic/Composite G Other Corrosion on Bottom: G None X Light G Medium G Heavy Grade Rina/Frame Genera/ Condition:. X Good G Cracked G Missing Steps/Rungs: X None G Iron Q Plastic/Coated G Other Corrosion: G None Light X Medium G Heavy Step Condition: G Good G Deteriorated Cover to Frame Seal: X None G Good G Poor Evidence of Surcharge: X No G Yes Heiaht Frame to MH Seal: G None X Good G Poor Vandalism: X No G Yes Description i 1 i 1 i 1 ftl ftl ftl ftl i 1 i 1 1 1 i 1 i 1 1 lllll 1 , t i t Chimney & Cone Shape: G Concentric X Eccentric G Other Describe Material: G CIP Concrete X PreCast Concrete X Lined G Brick G Other Coal tar epoxy liner Condition - Visual: G Good G Fair X Poor Chimney Height: 15" Scrape/Penetrate - Near Surface: U Hard X Soft Inches Min. diam. 24" Scrape/Penetrate @ Cone: G Hard XSoft Inches "severe deterioration Infiltration/Inflow: G None X Stains/Deposits G Dripping G Running G Streaming Barrel/Wail Material: G CIP Concrete X PreCast Concrete X Lined G Brick G Other Height: 42" Coal tar epoxy liner Condition-Visual: G Good G Fair X Poor Diam: 48" Scrape/Penetrate invert +4ft: G Hard X Soft Inches Defects: infil "severe Scrape/Penetrate @ Bench: G Hard X Soft Inches deterioration Infiltration/Inflow: G None G Stains/Deposit G Dripping G Running G Streaming X Seeping Bench Coal tar liner Material: X CIP Concrete G PreCast Concrete X Lined G Brick G Other Defects: infil Condition-Visual: G Good G Fair X Poor Scrape/Penetrate near wall: G Hard X Soft Inches "severe Scrape/Penetrate near channel: G Hard G Soft Inches deterioration Infiltration/Inflow: G None G Stains/Deposits X Dripping G Running G Streaming Seeping Channel Material: X CIP Concrete G PreCast Concrete G Lined G Brick G Other Condition-Visual: G Good X Fair G Poor Scrape/Penetrate @ crown of pipe: • Hard X Soft Inches Scrape/Penetrate @ invert: X Hard G Soft Inches Infiltration/Inflow: G None X stains/Deposits G Dripping G Running G Streaming Flow Velocity: G Dry G Stagnant X Slow (0-1 fps) Normal (1-4 fps) G Fast (>4 fps) G Turbulent Flow Depth: G Dry G <1/4 Pipe Dia. X <1/2 Pipe Dia. G <3/4 Pipe Dia. G Full Pipe G Surcharged Grease: X None G Light Q Medium G Heavy Pests/Insects: X None G Few G Many G Infested Type: Manhole Rim to Invert Depth: Feet: 10.2' Silt: G No XYes 1" Debris: G No X Yes 1" mushy concrete sloughed oft m/h interior Unusual Odor: X No G Yes Description Illlililftiiiil nQwnStream CAMlTflRV RFWFR ft STORM W I I Services, Inc. SANITARY SEWER & STORM WATER SPECIALISTS I i I I i I i I I Manhole Inspection Report I I Iiii Overview Manhole Number: Location: Access: City of Carlsbad AH-46 Lagoon Trail east Rating 3 Drive unpaved Batiquitos Lagoon Inspection/structure type: Inspector Name: Date of Inspection: Internal/Standard Ramos 06/08/05 Pictures General Area: Cover On: Cover Bottom: Down Manhole: Other: Photo Number PVC Pipe Diameter Pipe Material Effluent: A 18" VCP Influent 1: B 8" PVC Influent 2: C 18" VCP Influent 3: D Other: 18" VCP M.H. Layout Site Information Status: X Located G Not Located G Could Not Open G Not Accessible Surface Cover: G Pavement G Off Pavement G Sidewalk G Partying Lot X Landscape G Back Yard G Open Field Surface Condition: X No Problem G Cracked G Pothole X Raised: 22" G Concrete Collar Traffic Setup: G Roadway X Oft Roadway G Intersection G Sidewalk G Driveway Private Property G Highway Traffic Volume: X None G Light G Heavy Manhole Cover Status when located: Shape: Size: Material: Corrosion on Bottom: • None X Normal G Missing G Cracked G Rocking X Round G Square G Other X 24" Diameter G 36" Diameter G Other Shape: X Iron G Plastic/Composite G Other X Light Q Medium G Heavy Q Seized Size G Sealed G Botted/Locked G Buried/Covered Grade Rina/Frame Genera/ Condition: X Good G Cracked G Missing Steps/Rungs: X None G Iron G Plastic/Coated G Other Corrosion: G None Light X Medium G Heavy Step Condition: G Good G Deteriorated Cover to Frame Seal: X None G Good G Poor Evidence of Surcharge: X No G Yes Heiaht Frame to MH Seal: G None X Good G Poor Vandalism: X No G Yes Description 1 1 i 1 i 1 1 i i ftl ftl ftl ft 1 i 1 ill! IIII 1 1 1 1 1 1 1 1 1 Chimney & Cone Shape: D Concentric X Eccentric G Other Describe Material: G CIP Concrete X PreCast Concrete X Lined G Brick G Other Coal tar epoxy liner Condition - Visual: G Good G Fair X Poor Chimney Height: N/A Scrape/Penetrate - Near Surface: G Hard X Soft Inches Min. diam. N/A Scrape/Penetrate @ Cone: G Hard X Soft Inches (NO CHIMNEY) Infiltration/Inflow: G None X Stains/Deposits Q Dripping G Running G Streaming "moderate deterioration cone Barrel/Wall Material: G CIP Concrete X PreCast Concrete X Lined U Brick G Other Height: 24" Coal tar liner Condition-Visual: G Good G Fair X Poor Diam: 48" Scrape/Penetrate invert +4ft: G Hard X Soft Inches Defects: infil "severe Scrape/Penetrate @ Bench: G Hard X Soft Inches deterioration Infiltration/Inflow: G None G Stains/Deposit G Dripping G Running G Streaming X Seeping Bench Material: X CIP Concrete G PreCast Concrete X Lined G Brick G Other Defects: infll Coal tar liner Condition-Visual: G Good G Fair X Poor Scrape/Penetrate near wall: G Hard X Soft Inches "severe Scrape/Penetrate near channel: G Hard X Soft Inches deterioration Infiltration/Inflow: G None G stains/Deposits G Dripping G Running G Streaming X Seeping Channel Material: X CIP Concrete G PreCast Concrete G Lined G Brick G Other Condition-Visual: G Good X Fair G Poor Scrape/Penetrate @ crown of pipe: • Hard X Soft Inches Scrape/Penetrate @ invert: X Hard G Soft Inches Infiltration/Inflow: X None G Stains/Deposits G Dripping Q Running G Streaming Flow Velocity: G Dry G Stagnant G Slow (0-1 fps) X Nonmal {1-4 fps) G Fast (>4 fps) G Turbulent Flow Depth: G Dry G <1/4 Pipe Dia. X <1/2 Pipe Dia. G <3/4 Pipe Dia. G Full Pipe G Surcharged Grease: X None G Light Q Medium G Heavy Pests/Insects: X None G Few G Many Q Infested Type: Manhole Rim to Invert Depth: Feet: 7.6' Silt: G No X Yes 1" Debris: G No X Yes 1" mushy concrete sloughed oft m/h interior Unusual Odor: XNo Q Yes Description I i I i I i I i I ftl ftl ftl ftl i I DOmiStreaiii Services, Inc. SANITARY SEWER & STORM WATER SPECIALISTS ftl il ftl iJ i Manhole Inspection Report Overview Manhole Number: Location: Access: City of Carlsbad AH-47 Lagoon Trail east Hating 3 Drive, unpaved Batiquitos Lagoon Inspection/structure type: Inspector Name: Date of Inspection: Internal/standard Ramos 06/08/05 Pictures Photo Number General Area: Cover On: Cover Bottom: Down Manhole: Other: Effluent: Influent 1: Influent 2: Influent 3: Other: D Pipe Diameter 18" 18" Pipe Material VCP VCP 18" VC 18" VCP M.H. Layout t North Site Information Status: X Located G Not Located G Could Not Open G Not Accessible Surface Cover: U Pavement G Off Pavement G Sidewalk G Partying Lot X Landscape G Back Yard G Open Field Surface Condition: X No Problem G Cracked G Pothole X Raised: 16" G Concrete Collar Traffic Setup: G Roadway X Oft Roadway G Intersection G Sidewalk G Driveway Private Property G Highway Traffic Volume: X None G Light G Heavy Manhole Cover Status when located: X Nonmal G Missing G Cracked G Rocking G Seized G Sealed G Bolted/Locked G Buried/Covered Shape: X Round Q Square G Other Size: X 24" Diameter G 36" Diameter G Other Shaoe: Size Material: X Iron G Plastic/Composite G Other Corrosion on Bottom: Q None X Light G- Medium G Heavy Grade Rina/Frame Genera/ Condition: X Good G Cracked G Missing Steps/Rungs: X None G Iron G Plastic/Coated G Other Corrosion: G None X Light Q Medium G Heavy Step Condition: G Good G Deteriorated Cover to Frame Seal: X None G Good G Poor Evidence of Surcharge: X No G Yes Heiaht Frame to MH Seal: G None X Good G Poor Vandalism: X No G Yes Description i II il il il ftl il ftl ftl ftl il II I I i i Chlmnev & Cone Shape: G Concentric X Eccentric G Other Describe Material: G CIP Concrete X PreCast Concrete X Lined G Brick G Other Coal tar epoxy liner Condition - Visual: G Good _ G Fair X Poor Chimney Height: 18" Scrape/Penetrate - Near Surface: G Hard X Soft Min. diam. 24" Scrape/Penetrate @ Cone: G Hard X Soft Infiltration/Inflow: X None G Stains/Deposits G Dripping G Running G Streaming "severe deterioration Barrel/Wall Material: G CIP Concrete X PreCast Concrete X Lined G Brick G Other Height: 22" Coal tar liner Condition-Visual: G Good G Fair X Poor Diam: 48" Scrape/Penetrate invert +4ft: G Hard X Soft Defects: "severe Scrape/Penetrate @ Bench: G Hard X Soft deterioration Infiltration/Inflow: G None X Stains/Deposit G Dripping G Running G Streaming Bench Material: X CIP Concrete Q PreCast Concrete X Lined G Brick G Other Defects: infil Coal tar liner Condition-Visual: G Good G Fair X Poor Scrape/Penetrate near wall: G Hard X Soft "severe Scrape/Penetrate near channel: G Hard X Soft deterioration Infiltration/Inflow: G None G stains/Deposits G Dripping G Running G Streaming X Seeping Channel Material: X CIP Concrete Q PreCast Concrete G Lined G Brick Q Other Condition-Visual: G Good X Fair G Poor Scrape/Penetrate @ crown of pipe: G Hard X Soft Scrape/Penetrate @ invert: X Hard G Soft Infiltration/Inflow: X None G Stains/Deposits G Dripping G Running G streaming Flow Velocity: G Dry G Stagnant G Slow (0-1 fps) X Nonnal (1-4 fps) G Fast (>4 fps) G Turbulent Flow Depth: G Dry G <1/4 Pipe Dia. X <1/2 Pipe Dia. G <3/4 Pipe Dia. G Full Pipe G Surcharged Grease: X None G Light G Medium D Heavy Pests/Insects: X None G Few G Many G Infested Type: Manhole Rim to Invert Depth: Feet: 9.8' Silt: G No XYes 1" Debris: G No X Yes 1" mushy concrete sloughed oft m/h interior Unusual Odor: No X Yes Description: chemical smell I I I I I I I I I I I CO^nStream ^ CAWITARV CCWCH fl. CmPM UU I I Services, Inc. SANITARY SEWER & STORM WATER SPECIALISTS I J I I I I I I Manhole Inspection Report I I I i I Overview City of Carlsbad Manhole Number: Location: Access: AH-48 Lagoon Trail east Rating 3 Drive, unpaved Batiquitos Lagoon Inspection/structure type: Inspector Name: Date of Inspection: 06/08/05 Pictures Photo Number General Area: 8" M.H.Layout Cover On: PVC Cover Bottom: PVC / ^ 15" VCP Down Manhole: / V ^ 15" VCP Other: 1 \ Pipe Diameter Pipe Material AH-48 Effluent: A 15" VCP t Influent 1: B 8" VCP 15" 1 Influent 2: C 15" VCP 15" North Influent 3: D VCP North Other: Site Information Status: X Located G Not Located G Could Not Open G Not Accessible Surface Cover: G Pavement G Off Pavement G Sidewalk G Pari(ing Lot X Landscape Q Back Yard G Open Field Surface Condition: X No Problem G Cracked G Pothole X Raised: 7.00" G Concrete Collar Traffic Setup: G Roadway X Oft Roadway G Intersection G Sidewalk G Driveway Private Property Q Highway Traffic Volume: X None G Light G Heavy Manhole Cover Status when located: X Normal G Missing G Cracked G Rocking G Seized G Sealed G Bolted/Locked Q Buried/Covered Shape: X Round G Square G Other Size: X 24" Diameter Q 36" Diameter G Other Material: X Iron G Plastic/Composite G Other Corrosion on Bottom: G None X Light G Medium G Heavy Grade Rina/Frame Genera/ Condition: X Good G Cracked Q Missing Steps/Rungs: X None G Iron G Plastic/Coated G Other Corrosion: G None X Light G Medium G Heavy Step Condition: G Good G Deteriorated Cover to Frame Seal: X None G Good G Poor Evidence of Surcharge: X No G Yes Heiaht Frame to MH Seal: G None X Good G Poor Vandalism: XNo G Yes Description II i 1 i 1 i 1 i 1 i 1 i 1 i 1 1 i 1 1 1 1 fc J 1 i 1 i 1 i 1 1 1 i t Chlmnev & Cone Shape: G Concentric X Eccentric G Other Describe Material: G CIP Concrete X PreCast Concrete X Lined G Brick G other Coal tar epoxy liner Condition - Visual: G Good G Fair X Poor Chimney Height: N/A Scrape/Penetrate - Near Surface: • Hard X Soft Min. diam. N/A Scrape/Penetrate @ Cone: G Hard X Soft (NO CHIMNEY) Infiltration/Inflow: X None G Stains/Deposits G Dripping G Running G Streaming "moderate deterioration cone Sarre//Wa// Material: G CIP Concrete X PreCast Concrete X Lined G Brick G Other Height: 32" Coal tar liner Condition-Visual: G Good G Fair X Poor Diam 48" Scrape/Penetrate invert +4ft: G Hard X Soft "moderate Scrape/Penetrate @ Bench: G Hard X Soft deterioration Infiltration/Inflow: G None X Stains/Deposit G Dripping G Running G Streaming Bench Material: X CIP Concrete G PreCast Concrete X Lined G Brick G aher Coal tar liner Condition-Visual: G Good G Fair X Poor Scrape/Penetrate near wall: G Hard X Soft "severe Scrape/Penetrate near channel: G Hard X Soft deterioration Infiltration/Inflow: G None X Stains/Deposits G Dripping G Running G Streaming Channel Material: X CIP Concrete G PreCast Concrete G Lined G Brick G Other Condition-Visual: G Good X Fair G Poor Scrape/Penetrate @ crown of pipe: • Hard X Soft Scrape/Penetrate @ invert: X Hard G Soft Infiltration/Inflow: G None X Stains/Deposits G Dripping G Running G Streaming Flow Velocity: G Dry G Stagnant G Slow (0-1 fps) X Nonnal (1-4 fps) G Fast (>4 fps) G Turbulent Flow Depth: G Dry G <1/4 Pipe Dia. X <1/2 Pipe Dia. G <3/4 Pipe Dia. G Full Pipe G Surcharged Grease: X None G Light G Medium G Heavy Pests/Insects: X None G Few G Many G Infested Type: Manhole Rim to Invert Depth: Feet: 7.8' Silt: G No XYes 2" Debris: G No X Yes 2" mushy concrete sloughed oft m/h interior Unusual Odor: X No G Yes Description iliiililftliiii COAmStream ^ CAWITARV .CFWFR A ^THRM Ui Services, Inc. SANITARY SEWER & STORM WATER SPECIALISTS I I I I I i I j Manhole Inspection Report Overview Manhole Number: Location: Access: City of Carlsbad AH-49 Rating Lagoon Trail east, per map COULD NOT LOCATE Batiquitos Lagoon Inspection/structure type: Inspector Name: Date Inspection attempted: 06/08/05 Pictures Photo Number General Area: Cover On: Cover Bottom: Down Manhole: Other: Effluent: Influent 1 Influent 2 Influent 3 Other: D P>pe Diameter Pipe Material M.H. Layout t North Site Information Status: Located X Not Located G Could Not Open G Not Accessible Surface Cover: Q Pavement G Off Pavement G Sidewalk G Parking Lot X Landscape G Back Yard G Open Field Surface Condition: No Problem G Cracked G Pothole G Raised: G Concrete Collar Traffic Setup: G Roadway X Oft Roadway Q Intersection G Sidewalk G Driveway Private Property G Highway Traffic Volume: X None G Light G Heavy Manhole Cover Status when located: Normal G Missing G Cracked G Rocking G Seized G Sealed G Bolted/Locked G Buried/Covered Shape: Round G Square G Other Size: 24" Diameter G 36" Diameter G Other Material: Iron G Plastic/Composite G Other Corrosion on Bottom: G None Light G Medium G Heavy Grade Rina/Frame Genera/ Condition: Good Q Cracked G Missing Steps/Rungs: None G Iron G Plastic/Coated G Other Corrosion: G None Light Q Medium G Heavy Step Condition: G Good G Deteriorated Cover to Frame Seal: None G Good G Poor Evidence of Surcharge: No G Yes Heiaht Frame to MH Seal: G None Good G Poor Vandalism: G Yes Description Iiliiiiiiii^iiiii i I I J t j I J I j i Chimney & Cone Shape: G Concentric G Other Describe Material: G CIP Concrete PreCast Concrete G Brick G Other Coal tar epoxy liner Condition - Visual: G Good G Fair Chimney Height: Scrape/Penetrate -Near Surface: G Hard Min. diam. Scrape/Penetrate @ Cone: G Hard Infiltration/Inflow: G None G Stains/Deposits G Dripping G Running G Streaming Barrel/Wall Material: Condition-Visual: Scrape/Penetrate invert +4ft: G CIP Concrete G Good Q Hard G Fair G Brick G Other Height: Diam: Defects: Coal tar liner Scrape/Penetrate @ Bench: Infiltration/Inflow: G Hard G None G Stains/Deposit G Dripping G Running G Streaming Bene/? Material: CIP Concrete G PreCast Concrete Lined G Brick G Other Defects: Coal tar liner Condition-Visual: G Good G Fair Poor Scrape/Penetrate near wall: G Hard Soft Scrape/Penetrate near channei: G Hard Soft Infiltration/Inflow: G None G stains/Deposits G Dripping G Running G Streaming Channel Material: CIP Concrete G PreCast Concrete G Lined G Brick G Other Condition-Visual: G Good Fair G Poor Scrape/Penetrate @ crown of pipe: • Hard Soft Scrape/Penetrate @ invert: Hard G Soft Infiltration/Inflow: G None G Stains/Deposits G Dripping G Running G Streaming Flow Velocity: G Dry G Stagnant G Slow (0-1 fps) Normal (1-4 fps) G Fast (>4 fps) G Turbulent Flow Depth: G Dry G <1/4Pipe Dia. <1/2 Pipe Dia. G <3/4 Pipe Dia. G Full Pipe G Surcharged Grease: None G Light G Medium G Heavy Pests/Insects: None G Few G Many G Infested Type: Manhole Rim to Invert Depth: Feet: Silt: G No Yes Debris: G No Yes Unusual Odor: No G Yes Description iliiiiliiiiii lO^nStream ^ CAMITARV QFWFR A SThRM W I I Services, Inc. SANITARY SEWER & STORM WATER SPECIALISTS I i I I I I I I I Manhole Inspection Report IIII Overview City of Carlsbad Manhole Number. Location: Access: AH-50 Hummingbird property ROW Drive, contact property owner Rating 2 Batiquitos Lagoon Inspection/Structure type: Inspector Name: Date of Inspection: Internal/standard Ramos 06/07/05 Pictures Photo Number General Area: Cover On: Cover Bottom: Down Manhole: Other: 8" PVC Pipe Diameter Pipe Material Effluent: A 15" VCP Influent 1: B 8" PVC Influent 2: C 4" CIP Influent 3: D 15" VCP Other: 15" VCP M.H. Layout 4" CIP t North 15" VCP Site Information Status: X Located G Not Located Q Could Not Open Q Not Accessible Surface Cover: G Pavement G Off Pavement G Sidewalk G Parking Lot Landscape G Back Yard X Open Field Surface Condition: X No Problem G Cradted G Pothole X Raised: 25" G Concrete Collar Traffic Setup: G Roadway Off Roadway G Intersection G Sidewalk G Driveway X Private Property G Highway Traffic Volume: X None G Light G Heavy Manhole Cover Status when located: X Normal G Missing G Cracked G Rocking G Seized G Sealed G Bolted/Locked G Buried/Covered Shape: X Round G Square G Other Size: X 24" Diameter G 36" Diameter G Other Material: X Iron G Plastic/Composite G aher Corrosion on Bottom: G None X Light G Medium G Heavy Grade Rina/Frame Genera/ Condition: X Good G Cracked G Missing Steps/Rungs: X None G Iron G Plastic/Coated G Other Corrosion: G None X Light G Medium G Heavy Step Condition: G Good G Deteriorated Cover to Frame Seal: X None G Good G Poor Evidence of Surcharge: X No G Yes Heiaht Frame to MH Seal: Q None X Good G Poor Vandalism: X No G Yes Description i 1 i 1 i 1 i 1 i 1 ft 1 ft 1 i 1 ft 1 i 1 i 1 1 i 1 1 1 1 1 1 1 i 1 i Chimney & Cone Shape: G Concentric X Eccentric G Other Describe Material: G CIP Concrete X PreCast Concrete X Lined G Brick G aher Coal tar epoxy liner Condition - Visual: G Good G Fair X Poor Chimney Height: 14" Scrape/Penetrate - Near Surface: x Hard Soft Min. diam. 24" Scrape/Penetrate @ Cone: X Hard Soft Infiltration/Inflow: X None G Stains/Deposits Q Dripping G Running G Streaming *light deterioration I I Barrel/Wall Material: G CIP Concrete X PreCast Concrete X Lined G Brick G aher Height: 33" Coal tar liner Condition-Visual: G Good G Fair X Poor Diam: 48" Scrape/Penetrate invert +4ft: X Hard Soft Defects: infil 'light Scrape/Penetrate @ Bench: G Hard X Soft deterioration Infiltration/Inflow: G None G Stains/Deposit G Dripping G Running G streaming X Seeping Bench Material: X CIP Concrete G PreCast Concrete X Lined G Brick G Other Defects: infil Coal tar liner Condition-Visual: G Good G Fair X Poor Scrape/Penetrate near wall: G Hard X Soft *light Scrape/Penetrate near channel: G Hard X Soft deterioration Infiltration/Inflow: G None G stains/Deposits X Dripping G Running Q streaming Seeping Channel Material: X CIP Concrete G PreCast Concrete G Lined G Brick G Other Condition-Visual: G Good X Fair G Poor Scrape/Penetrate @ crown of pipe: • Hard X Soft Scrape/Penetrate @ invert: XHard G Soft Infiltration/Inflow: G None X Stains/Deposits G Dripping G Running G Streaming Flow Velocity: G Dry G Stagnant G Slow (0-1 fps) X Normal (1-4 fps) G Fast (>4 fps) G Turbulent Flow Depth: G Dry G <1/4 Pipe Dia. X <1/2 Pipe Dia. G <3/4 Pipe Dia. G Full Pipe G Surcharged Grease: X None G Light Q Medium G Heavy Pests/Insects: X None G Few G Many G Infested Type: Manhole Rim to Invert Depth: Feet: 7.7' Silt: X No Yes Debris: X No Yes Unusual Odor: X No G Yes Description iiiiiiiiftiftjftiftiftiftiftiiiiitiiiii Manhole Inspection Report OOmiStreaiii CAMITARV .IFWFH A .'^THRM W Services, Inc. SANITARY SEWER & STORM WATER SPECIALISTS Overview City of Carlsbad Manhole Number: Location: Access: AH-51 Hummingbird property ROW Drive, contact property owner Rating 2 Batiquitos Lagoon > Inspection/structure type: Inspector Name: Date of Inspection: Internal/standard Ramos 06/07/05 Pictures General Area: Cover On: Cover Bottom: Down Manhole: Other: Photo Number 8" VCP Pfpe Diameter Pipe Material Effluent: A 15" VCP Influent 1; B 8" VCP Influent 2: C 15" VCP Influent 3: D Other: 15" VCP M.H. Layout 15" VCP t North Site Information Status: X Located G Not Located G Could Not Open G Not Accessible Surface Cover: G Pavement G Off Pavement G Sidewalk Q Parking Lot Landscape G Back Yard X Open Field Surface Condition: X No Problem G Cracked G Pothole X Raised: 20" G Concrete Collar Traffic Setup: G Roadway X Oft Roadway G Intersection G Sidewalk G Driveway Private Property G Highway Traffic Volume: X None G Light G Heavy Manhole Cover Status when located: X Normal G Missing G Cracked Q Rocking G Seized G Sealed G Bolted/Locked G Buried/Covered Shape: X Round G Square G aher Size: X 24" Diameter G 36" Diameter G aher Material: X Iron Q Plastic/Composite G Other Corrosion on Bottom: G None X Light G Medium G Heavy Grade Rina/Frame General Condition: X Good G Cracked G Missing Steps/Rungs: X None G Iron Q Plastic/Coated G Other Corrosion: G None X Light G Medium G Heavy Step Condition: G Good G Deteriorated Cover to Frame Seal: X None G Good G Poor Evidence of Surcharge: X No G Yes Heiaht Frame to MH Seal: G None X Good G Poor Vandalism: X No G Yes Description 1 1 i 1 i 1 i 1 i 1 i 1 i 1 1 1 t j 1 1 1 1 1 J 1 1 t i 1 1 I i t i Chlmnev & Cone Shape: G Concentric X Eccentric G aher Describe Material: G CIP Concrete X PreCast Concrete X Lined G Brick G Other Coal tar epoxy liner Condition - Visual: G Good G Fair X Poor Chimney Height: 12" Scrape/Penetrate - Near Surface: x Hard Soft Min. diam. 24" Scrape/Penetrate @ Cone: x Hard Soft Infiltration/Inflow: IJ None X Stains/Deposits G Dripping G Running G Streaming 'light deterioration I i Barrel/Wall Material: G CIP Concrete X PreCast Concrete X Lined G Brick G Other Height: Coal tar liner Condition-Visual: G Good G Fair X Poor Diam: 48" Scrape/Penetrate invert +4ft: X Hard Soft Defects: infil *light Scrape/Penetrate @ Bench: X Hard Soft deterioration Infiltration/Inflow: G None Q Stains/Deposit G Dripping G Running G Streaming X Seeping Bench Material: X CIP Concrete G PreCast Concrete X Lined G Brick G Other Defects: infil Coal tar liner Condition-Visual: G Good G Fair X Poor Scrape/Penetrate near wall: X Hard Soft •light Scrape/Penetrate near channel: X Hard Soft deterioration Infiltration/Inflow: G None U Stains/Deposits X Dripping G Running G Streaming Channel Material: X CIP Concrete G PreCast Concrete G Lined G Brick G Other Condition-Visual: G Good X Fair G Poor Scrape/Penetrate @ crown of pipe: U Hard X Soft Scrape/Penetrate @ invert: X Hard G Soft Infiltration/Inflow: G None X Stains/Deposits G Dripping G Running G Streaming Flow Velocity: G Dry G Stagnant G Slow (0-1 fps) X Nonnal (1-4 fps) G Fast (>4 fps) G Turbulent Flow Depth: G Dry G <1/4 Pipe Dia. X <1/2 Pipe Dia. G <3/4 Pipe Dia. G Full Pipe G Surcharged Grease: X None G Light G Medium G Heavy Pests/Insects: X None G Few G Many G Infested Type: Manhole Rim to Invert Depth: Feet: 7.8' Silt: X No Yes Debris: X No Yes Unusual Odor: X No G Yes Description iiiiiiliiftiiifti lOmiStream QAUITARV RFWFR ft .<:TnRM W ft I Services, Inc. SANITARY SEWER S STORM WATER SPECIALISTS IliililiiJilililli Manhole Inspection Report Overview Manhole Number: Location: Access: City of Carisbad AH-52 Hummingbird property ROW Drive; contact property owner Rating 3 Batiquitos Lagoon Inspection/structure type: Inspector Name: Date of Inspection: Internal/standard Ramos 06/06/05 Pictures General Area: Cover On: Cover Bottom: Down Manhole: Other: Effluent: Influent 1 Influent 2 Influent 3 Other: Photo Number D Pipe Diameter 15" 8" 15" Pipe Material VCP VCP VCP M.H. Layout t North Site Information Status: X Located G Not Located G Could Not Open G Not Accessible Surface Cover: G Pavement G Off Pavement G Sidewalk G Pariting Lot Landscape G Back Yard X Open Field Surface Condition: X No Problem G Cracked G Pothole X Raised: 23" G Concrete Collar Traffic Setup: Q Roadway X Oft Roadway G Intersection G Sidewalk G Driveway Private Property G Highway Traffic Volume: X None G Light G Heavy Manhole Cover Status when located: X Normal G Missing G Cracked G Rocking G Seized G Sealed G Botted/Locked Q Buried/Covered Shape: X Round G Square G aher Size: X 24" Diameter G 36" Diameter G Other Material: X Iron Q Plastic/Composite G Other Corrosion on Bottom: G None X Light 0 Medium G Heavy Grade Rina/Frame Genera/ Condition: X Good G Cracked G Missing Steps/Rungs: X None G Iron G Plastic/Coated G aher Corrosion: G None X Light Q Medium G Heavy Step Condition: G Good G Deteriorated Cover to Frame Seal: X None G Good G Poor Evidence of Surcharge: X No G Yes Heiaht Frame to MH Seal: G None X Good G Poor Vandalism: X No G Yes Description iiiiiiiiii i 1 i 1 1 1 1 1 Iiii i j 1 j 1 j 1 i r J 1 i Chimney & Cone Shape: G Concentric X Eccentric G Other Describe Material: G CIP Concrete X PreCast Concrete X Lined G Brick G Other Coal tar epoxy liner Condition-Visual: G Good G Fair X Poor Chimney Height: 39" Scrape/Penetrate - Near Surface: x Hard Soft Min. diam. 24" Scrape/Penetrate @ Cone: x Hard Soft Infiltration/Inflow: G None X Stains/Deposits G Dripping G Running G Streaming *light deterioration I i Barrel/Wall Material: G CIP Concrete X PreCast Concrete X Lined G Brick G aher Height: 40" Coal tar liner Condition-Visual: G Good G Fair X Poor Diam: 48" Scrape/Penetrate invert +4ft: XHard Soft Defects: infil *light Scrape/Penetrate @ Bench: G Hard X Soft deterioration Infiltration/Inflow: G None G stains/Deposit X Dripping G Running G streaming Bench Material: X CIP Concrete G PreCast Concrete X Lined G Brick G Other Defects: infil Coal tar liner Condition-Visual: G Good G Fair X Poor Scrape/Penetrate near wall: G Hard X Soft Night Scrape/Penetrate near channel: X Hard Soft deterioration Infiltration/Inflow: G None G stains/Deposits G Dripping X Running G Streaming Channel Material: X CIP Concrete G PreCast Concrete G Lined • Brick G Other Condition-Visual: G Good X Fair G Poor Scrape/Penetrate @ crown of pipe: G Hard X Soft Scrape/Penetrate @ invert: X Hard G Soft Infiltration/Inflow: G None X Stains/Deposits G Dripping G Running G Streaming Flow Velocity: G Dry G Stagnant G Slow (0-1 fps) X Nonnal (1-4 fps) G Fast (>4 fps) G Turbulent Flow Depth: G Dry G <1/4 Pipe Dia. X <1/2 Pipe Dia. Q <3/4 Pipe Dia. G Full Pipe G Surcharged Grease: X None G Light G Medium G Heavy Pests/Insects: X None G Few G Many G Infested Type: Manhole Rim to Invert Depth: Feet: 10.3' Silt: X No Yes Debris: X No Yes Unusual Odor: X No Q Yes Description II II II II il il lOvnStream ^ QAMITARV QEUUFR ft .QTHRM WJ Services, Inc. SANITARY SEWER & STORM WATER SPECIALISTS llllllll Manhole Inspection Report lllli Overview Manhole Number: Location: Access: City of Carisbad AH-53 Hummingbird property ROW Drive: contact property owner Rating 3 Batiquitos Lagoon Inspection/structure type: Inspector Name: Date of Inspection: Internal/standard Ramos 06/06/05 Pictures Photo Number General Area: M.H. Layout Cover On: 8" PVC 15" Cover Bottom: 15" Down Manhole: VCP Other: Pipe Diameter Pipe Material AH-53 Effluent: A 15" VCP Influent 1: B 8" PVC t Influent 2: C 15" VCP 15" ^ North Influent 3: D VCP North Other: Site Information Status: X Located G Not Located G Could Not Open G Not Accessible Surface Cover: G Pavement G Off Pavement G Sidewalk G Parking Lot Landscape G Back Yard X Open Field Surface Condition: X No Problem G Cracked G Pothole X Raised: 4" G Concrete Collar Traffic Setup: G Roadway X Off Roadway G Intersection G Sidewalk G Driveway Private Property G Highway Traffic Volume: X None G Light G Heavy Manhole Cover Status when located: X Nomial G Missing G Cracked G Rodcing G Seized G Sealed G Bolted/Locked G Buried/Covered Shape: X Round G Square G Other Size: X 24" Diameter G 36" Diameter G Other Material: X Iron G Plastic/Composite G Other Corrosion on Bottom: G None X Light G Medium G Heavy Grade Rina/Frame Genera/ Condition: X Good G Cracked G Missing Steps/Rungs: X None G Iron G Plastic/Coated G Other Corrosion: G None X Light G Medium G Heavy Step Condition: G Good G Deteriorated Cover to Frame Seal: X None G Good G Poor Evidence of Surcharge: X No G Yes Heiaht Frame to MH Seal: G None X Good G Poor Vandalism: X No G Yes Description 1 1 i 1 1 1 i 1 i 1 1^ J Ik M i 1 1 1 1 1 i 1 1 1 i 1 1 i t i t 1 1 i i Chimney & Cone Shape: G Concentric X Eccentric G Other Describe Material: G CIP Concrete X PreCast Concrete X Lined * G Brick G Other Coal tar epoxy iiner Condition - Visual: G Good G Fair X Poor Chimney Height: N/A Scrape/Penetrate-Near Surface: x Hard Soft Min. diam. N/A Scrape/Penetrate @ Cone: G Hard X Soft (NO CHIMNEY) Infiltration/Inflow: G None X Stains/Deposits G Dripping G Running G Streaming Barrel/Wall Material: G CIP Concrete X PreCast Concrete X Lined G Brick G aher Height: 40" Coal tar liner Condition-Visual: G Good G Fair X Poor Diam: 48" Scrape/Penetrate invert +4ft: G Hard XSoft Defects: infil Scrape/Penetrate @ Bench: G Hard XSoft Infiltration/Inflow: G None G Stains/Deposit G Dripping X Running G Streaming Bench Material: X CIP Concrete G PreCast Concrete X Lined G Brick G Other Defects: infil Coal tar liner Condition-Visual: G Good U Fair XPoor Scrape/Penetrate near wall: G Hard XSoft *light Scrape/Penetrate near channel: X Hard Soft deterioration Infiltration/Inflow: G None G stains/Deposits G Dripping G Running X Streaming Channel Material: X CIP Concrete G PreCast Concrete G Lined G Brick G Other Condition-Visual: G Good X Fair G Poor Scrape/Penetrate @ crown of pipe: U Hard XSoft Scrape/Penetrate @ invert: XHard G Soft Infiltration/Inflow: G None X stains/Deposits G Dripping G Running G streaming Flow Velocity: G Dry G Stagnant G Slow (0-1 fps) X Normal (1-4 fps) G Fast (>4 fps) G Turbulent Flow Depth: G Dry G <1/4Pipe Dia. X^1/2 Pipe Dia. G <3/4 Pipe Dia. G Full Pipe G Suncharged Grease: XNone G Light G Medium G Heavy Pests/Insects: XNone G Few G Many G Infested Type: Manhole Rim to Invert Depth: Feet: 7.1' Silt: XNo Yes Debris: XNo Yes Unusual Odor: XNo G Yes Description IIIIIIIIIIIIII CO^nStream CAMITARV CFWCR R. .QTnRM UU Services, Inc. SANITARY SEWER & STORM WATER SPECIALISTS llllllll Manhole Inspection Report Overview City of Carlsbad Manhole Number: Location: Access: AH-53A Hummingbird property ROW Drive: contact property owner Rating 1 Batiquitos Lagoon Inspection/structure type: Inspector Name: Date of Inspection: Internal/standard Ramos 06/07/05 Pictures Photo Number M.H. Layout General Area: 8" M.H. Layout Cover On: VCP Cover Bottom: VCP Down Manhole: Other: AH-53-A 1 15" VCP P(pe Diameter Pipe Material AH-53-A Effluent: A 15" VCP Influent 1: B 8" VCP 15" VCP T Influent 2: C 15" VCP 15" VCP North Influent 3: D Other: Site Information Status: X Located G Not Located G Could Not Open G Not Accessible Surface Cover: G Pavement X Off Pavement G Sidewalk G Parking Lot Landscape G Back Yard Q Open Field Surface Condition: X No Problem G Cracked G Pothole X Raised: 7" G Concrete Collar Traffic Setup: G Roadway X Off Roadway G Intersection G Sidewalk G Driveway X Private Property G Highway Traffic Volume: X None G Light G Heavy Manhole Cover Status when located: X Normal G Missing G Cracked G Rodting G Seized G Sealed G Botted/Locked G Buried/Covered Shape: X Round G Square G Other Size: X 24" Diameter G 36" Diameter G Other Material: X Iron G Plastic/Composite G Other Corrosion on Bottom Q None X Light G Medium G Heavy Graeme Rina/Frame Genera/ Condition: X Good G Cracked G Missing Steps/Rungs: None G Iron X Plastic/Coated G Other Corrosion: G None X Light G Medium G Heavy Step Condition: X Good G Deteriorated Cover to Frame Seal: X None G Good G Poor Evidence of Surcharge: X No G Yes Heiaht Frame to MH Seal: G None X Good G Poor Vandalism: X No G Yes Description i I I I I J I I I I I 1 I I i I 1 I J Chlmnev & Cone Shape: G Concentric X Eccentric G Other Describe Material: G CIP Concrete X PreCast Concrete X Lined 'G Brick G Other * Condition - Visual: X Good G Fair Poor Chimney Height: N/A Scrape/Penetrate - Near Surface: X Hard Soft Min. diam. N/A Scrape/Penetrate @ Cone: X Hard Soft (NO CHIMNEY) Infiltration/Inflow: X None G Stains/Deposits G Dripping G Running G Streaming Barrel/Wall Material: G CIP Concrete X PreCast Concrete X Lined G Brick G Other Height: 100" Condition-Visual: X Good G Fair Poor Diam: 48" Scrape/Penetrate invert +4ft: X Hard Soft Scrape/Penetrate @ Bench: X Hard Soft Infiltration/Inflow: X None G Stains/Deposit G Dripping G Running G Streaming Bench Material: X CIP Concrete G PreCast Concrete X Lined G Brick G Other Condition-Visual: X Good G Fair Poor Scrape/Penetrate near wall: X Hard Soft Scrape/Penetrate near channel: X Hard Soft Infiltration/Inflow: G None X Stains/Deposits G Dripping G Running G Streaming Channel Material: X CIP Concrete G PreCast Concrete G Lined G Brick G Other Condition-Visual: X Good Fair G Poor Scrape/Penetrate @ crown of pipe: x Hard Soft Scrape/Penetrate @ invert: X Hard G Soft Infiltration/Inflow: X None G Stains/Deposits G Dripping G Running G streaming Flow Velocity: G Dry G Stagnant G Slow (0-1 fps) X Nornial (1-4 fps) G Fast (>4 fps) G Turbulent Flow Depth: G Dry G <1/4 Pipe Dia. X <1/2 Pipe Dia. Q <3/4 Pipe Dia. G Full Pipe G Sun^harged Grease: X None G Light G Medium G Heavy Pests/Insects: XNone G Few G Many G Infested Type: Manhole Rim to Invert Depth: Feet: 13.4' Silt: X No Yes Debris: X No Yes Unusual Odor: X No G Yes Description I I I I I I I i I I J I 1 COvnStream ^^•^ CAMITARV QFWFR A RTnRM UU Services, Inc. SANITARY SEWER & STORM WATER SPECIALISTS llllllll Manhole Inspection Report till Overview Manhole Number: Location: Access: City of Carlsbad AH-54 Columbine ROW Rating 5 walk Batiquitos Lagoon Inspection/structure type: Inspector Name: Date of Inspection: Internal/standard Ramos 06/13/05 Pictures Photo Number General Area: Cover On: Cover Bottom: Down Manhole: Other: Pipe Diameter Pipe Material Effluent: A 15" VCP Influent 1: B 8" PVC Influent 2: C 15" VCP Influent 3: D Other: Site Information Status: X Located G Not Located G Could Not Open G Not Accessible Surface Cover: G Pavement G Off Pavement Q Sidewalk G Parking Lot X Landscape G Back Yard G Open Field Surface Condition: X No Problem G Cracked G Pothole X Raised: 18" G Concrete Collar Traffic Setup: G Roadway X Off Roadway G Intersection G Sidewalk G Driveway Private Property G Highway Traffic Volume: X None G Light G Heavy Manhole Cover Status when located: X Normal G Missing G Cracked G Rocking G Seized G Sealed G Botted/Locked G Buried/Covered Shape: X Round G Square G Other Size: X 24" Diameter G 36° Diameter G Other Material: X Iron G Plastic/Composite G Other Corrosion on Bottom: G None X Light G Medium G Heavy Grade Rina/Frame Genera/ Condition: X Good G Cracked G Missing Steps/Rungs: X None G Iron G Plastic/Coated G Other Corrosion: G None X Ligtit G Medium G Heavy Step Condition: G Good G Deteriorated Cover to Frame Seal: X None G Good G Poor Evidence of Surcharge: X No G Yes Heiaht Frame to MH Seal: G None X Good G Poor Vandalism: XNo G Yes Description 1 1 1 i 1 1 1 1 1 i lllil i 1 1 IIII lllll i I i I i i i i Chlmnev & Cone Shape: G Concentric X Eccentric G aher Describe Material: G CIP Concrete X PreCast Concrete X Lined G Brick G Other Coal tar epoxy liner Condition - Visual: G Good G Fair X Poor Chimney Height: 12" Scrape/Penetrate - Near Surface: X Hard G Soft Min. diam. 24" Scrape/Penetrate @ Cone: G Hard X Soft Infiltration/Inflow: G None X Stains/Deposits G Dripping G Running G streaming "moderate deterioration Barrel/Wall Material: G CIP Concrete X PreCast Concrete X Lined G Brick G Other Height: 26" Coal tar liner Condition-Visual: G Good G Fair X Poor Diam: 48" Scrape/Penetrate invert +4ft: G Hard X Soft Defects: infil *severe Scrape/Penetrate @ Bench: G Hard X Soft deterioration Infiltration/Inflow: G None G stains/Deposit G Dripping G Running X Streaming Bench Material: X CIP Concrete G PreCast Concrete X Lined G Brick G Other Defects: infil Coal tar liner Condition-Visual: G Good G Fair X Poor Scrape/Penetrate near wall: G Hard X Soft *severe Scrape/Penetrate near channel: G Hard X Soft deterioration Infiltration/Inflow: G None G stains/Deposits G Dripping G Running X streaming Channel Material: X CIP Concrete G PreCast Concrete G Lined G Brick G Other Defects: infil Condition-Visual: G Good X Fair G Poor Scrape/Penetrate @ crown of pipe: • Hard X Soft Scrape/Penetrate @ invert: X Hard G Soft Infiltration/Inflow: G None G Stains/Deposits X Dripping G Running G streaming Flow Velocity: G Dry G Stagnant G Slow (0-1 fps) X Nonnal (1-4 fps) G Fast (>4 fps) G TuriDulent Flow Depth: G Dry X <1/4 Pipe Dia. <1/2 Pipe Dia. G <3/4 Pipe Dia. G Full Pipe G Surcharged Grease: X None G Light G Medium G Heavy Pests/Insects: X None G Few G Many G Infested Type: Manhole Rim to Invert Depth: Feet: 6.94' Silt: X No Yes Debris: X No Yes Unusual Odor: X No G Yes Description iliiiiliiftiiiiii Downstream Services, Inc. SANITARY SEWER & STORM WATER SPECIALISTS I i 1 I I I I i I Manhole Inspection Report I I i I I Overview Manhole Number: Location: Access: City of Carlsbad AH-55 Columbine ROW Rating 4 walk Batiquitos Lagoon Inspection/structure type: Inspector Name: Date of Inspection: Pictures Photo Numtier General Area: Cover On: Cover Bottom: Down Manhole: Other: Effluent: Influent 1 Influent 2 Influent 3 Other: D Pipe Diameter 15" 15" P;pe Material VCP VCP M.H. Layout 15" VCP t North Site Information Status: X Located G Not Located G Could Not Open Q Not Accessible Surface Cover: G Pavement G Off Pavement G Sidewalk G Parking Lot X Landscape G Back Yard Q Open Field Surface Condition: X No Problem G Cracked G Pothole X Raised: 10" G Concrete Collar Traffic Setup: G Roadway X Off Roadway G Intersection G Sidewalk G Driveway Private Property G Highway Traffic Volume: X None G Light G Heavy Manhole Cover Status when located: X Nonmal G Missing G Cracked G Rocking G Seized G Sealed G Bolted/Locked G Buried/Covered Shape: X Round G Square G Other Size: X 24" Diameter G 36" Diameter G aher Material: X Iron G Plastic/Composite G Other Corrosion on Bottom: G None X Light G Medium G Heavy Grade Rina/Frame Genera/ Condition: X Good G Cracked G Missing Steps/Rungs: X None G Iron G Plastic/Coated G Other Corrosion: G None X Light G Medium G Heavy Step Condition: G Good G Deteriorated Cover to Frame Seal: X None G Good G Poor Evidence of Surcharge: X No G Yes Heiaht Frame to MH Seal: G None XGood G Poor Vandalism: X No G Yes Description i 1 i 1 1 1 i 1 i 1 hi hi hi hi 1 1 1 1 t 1 1 j 1 j 1 1 1 1 1 i 1 Chlmnev & Cone Shape: G Concentric X Eccentric G aher Describe Material: Q CIP Concrete X PreCast Concrete X Lined G Brick G Other Coal tar epoxy liner Condition - Visual: G Good X Fair Poor Chimney Height: N/A Scrape/Penetrate - Near Surface: X Hard Soft Min. diam. N/A Scrape/Penetrate @ Cone: X Hard Soft (NO CHIMNEY) Infiltration/Inflow: G None X Stains/Deposits Q Dripping G Running G Streaming Barrel/Wall Material: G CIP Concrete X PreCast Concrete X Lined G Brick • other Height:46" Coal tar liner Condition-Visual: G Good G Fair XPoor Diam: 48" Scrape/Penetrate invert +4ft: XHard Soft Defects: infil Scrape/Penetrate @ Bench: G Hard XSoft • Infiltration/Inflow: G None Q Stains/Deposit G Dripping X Running G Streaming Bench Material: X CIP Concrete G PreCast Concrete X Lined G Brick G Other Defects: infil Coal tar liner Condition-Visual: G Good G Fair XPoor Scrape/Penetrate near wail: G Hard XSoft Scrape/Penetrate near channel: X Hard Soft Infiltration/Inflow: G None G Stains/Deposits G Dripping X Running G Streaming Channel Material: X CIP Concrete G PreCast Concrete G Lined G Brick G Other Condition-Visual: G Good XFair G Poor Scrape/Penetrate @ crown of pipe: • Hard XSoft Scrape/Penetrate @ invert: XHard G Soft Infiltration/Inflow: G None X Stains/Deposits G Dripping G Running G Streaming Flow Velocity: G Dry G Stagnant G Slow (0-1 fps) X Nonnal (1-4 fps) G Fast (>4 fps) G Turbulent Flow Depth: G Dry G <1/4 Pipe Dia. X_<1/2 Pipe Dia. G <3/4 Pipe Dia. G Full Pipe Q Surcharged Grease: XNone G Light G Medium G Heavy Pests/Insects: XNone G Few G Many G Infested Type: Manhole Rim to Invert Depth: Feet: 7.6' Silt: XNo Yes Debris: XNo Yes Unusual Odor: XNo G Yes Description II II il il i^i hi il i< mi k i tj i« i lV^^^^M#MC#v>A9m Manhole Inspection •JK_^^Mfl1wTa€Svllll Services, Reooit ^«*^ SANITARY SEWER & STORM WATER SPECIALISTS ^ 4 i i i I I Overview Manhole Number: Location: Access: City of Carlsbad AH-56 Columbine ROW Rating 2 walk Batiquitos Lagoon Inspection/structure type: Inspector Name: Date of Inspection: Internal/standard Ramos 06/06/05 Pictures Photo Number General Area: Cover On: Cover Bottom: Down Manhole: Other: Effluent: Influent 1 Influent 2 Influent 3 Other: D Pipe Diameter 15" 15" Pipe Material 15" VCP 15" VCP VCP VCP M.H. Layout t North Site Information Status: X Located G Not Located G Could Not Open G Not Accessible Surface Cover: G Pavement G Off Pavement G Sidewalk G Parking Lot X Landscape G Back Yard G Open Field Surface Condition: X No Problem G Cracked G Pothole X Raised: 12" G Concrete Collar Traffic Setup: G Roadway X Off Roadway G Intersection G Sidewalk Q Driveway Private Property G Highway Traffic Volume: X None G Light G Heavy Manhole Cover Status when located: X Normal G Missing G Cracked G Rocking G Seized G Sealed G Bolted/Locked G Buried/Covered Shape: X Round G Square G Other Size: X 24" Diameter G 36" Diameter G Other Material: X Iron G Plastic/Composite G Other Corrosion on Bottom: G None X Light G Medium G Heavy Grade Rina/Frame Genera/ Condition: X Good G Cracked G Missing Steps/Rungs: X None G Iron G Plastic/Coated G aher Corrosion: G None X Light G Medium G Heavy Step Condition: G Good G Deteriorated Cover to Frame Seal: X None G Good G Poor Evidence of Surcharge: X No G Yes Heiaht Frame to MH Seal: G None X Good G Poor Vandalism: X No G Yes Description Iiii 1 1 i 1 i 1 i 1 i 1 h i ft i ft i i J i i t i t. Chlmnev & Cone Shape: G Concentric X Eccentric G other Describe Material: G CIP Concrete G PreCast Concrete X Lined G Brick G other Coal tar epoxy liner Conditiori - Visual: G Good G Fair X Poor • Chimney Height: 19" Scrape/Penetrate -Near Surface: X Hard Soft Min. diam. 24" Scrape/Penetrate @ Cone: X Hard Soft Infiltration/Inflow: G None X Stains/Deposits G Dripping G Running G Streaming *light deterioration Barrel/Wall Material: G CIP Concrete X PreCast Concrete X Lined G Brick G Other Height: 25" Coal tar liner Condition-Visual: G Good G Fair X Poor Diam: 48" Scrape/Penetrate invert +4ft: X Hard Soft Defects: infil -light Scrape/Penetrate @ Bench: X Hand Soft deterioration Infiltration/Inflow: G None G Stains/Deposit G Dripping G Running G streaming X Seeping Bench Material: X CIP Concrete G PreCast Concrete X Lined G Brick G aher Defects: infil Coal tar liner Condition-Visual: G Good G Fair X Poor Scrape/Penetrate near wall: G Hard X Soft *light Scrape/Penetrate near channel: X Hard Soft deterioration Infiltration/Inflow: G None G Stains/Deposits Q Dripping G Running G streaming X Seeping Channel Material: X CIP Concrete G PreCast Concrete G Lined G Brick G Other Condition-Visual: G Good X Fair G Poor Scrape/Penetrate @ crown of pipe: 0 Hard X Soft Scrape/Penetrate @ invert: X Hard G Soft Infiltration/Inflow: G None X Stains/Deposits G Dripping G Running Q Streaming Flow Velocity: Q Dry G stagnant G Slow (0-1 fps) X Nonnal (1-4 fps) G Fast (>4 fps) G Turbulent Flow Depth: G Dry Q <1/4 Pipe Dia. X <1/2 Pipe Dia. G <3/4 Pipe Dia. G Full Pipe G Surcharged Grease: X None G Light Q Medium G Heavy Pests/Insects: XNone G Few Q Many G Infested Type: Manhole Rim to Invert Depth: Feet: 9.8' Silt: X No Yes Debris: X No Yes Unusual Odor: X No G Yes Description illllllilililiitJ*' Manhole Inspection EOvnStream QAWITARV CFWFR A RTHRM Wi Services, inc. SANITARY SEWER & STORM WATER SPECIALISTS Report Overview City of Carlsbad Manhole Number: Location: Access: AH-57 • Rating DOES NOT EXIST Not Located Inspection/structure type Inspector Name: Date of Inspection: Batiquitos Lagoon NOT INSPECTED Ramos Not Inspected Pictures General Area: Cover On: Cover Bottom: Down Manhole: Other: Effluent: Influent 1 Influent 2 Influent 3 Other: Photo Number D Pfpe Diameter Pipe Material M.H. Layout t North Site Information Status: G Located X Not Located G Could Not Open G Not Accessible Surface Cover: G Pavement G Off Pavement G Sidewalk G Partying Lot G Landscape G Back Yard G Open Field Surface Condition: G No Problem G Cracked G Pothole G Raised G Concrete Collar Traffic Setup: G Roadway G Off Roadway G Intersection G Sidewalk G Driveway G Private Property G Highway Traffic Volume: G None G Light G Heavy Manhole Cover Status when located: G Nonnal G Missing G Cracked G Rocking Q Seized G Sealed G Bolted/Locked G Buried/Covered Shape: Q Round G Square G Other Size: G 24" Diameter G 36" Diameter G aher Shaoe: Size Material: G Iron G Plastic/Composite G aher Corrosion on Bottom: G None G Light G Medium G Heavy Grade Rina/Frame Gef7era/ Condition: G Good G Cracked G Missing Steps/Rungs: G None G Iron G Plastic/Coated G Other Corrosion: Q None G Light G Medium Q Heavy Step Condition: G Good G Deteriorated Cover to Frame Seal: G None G Good G Poor Evidence of Surcharge: G No G Yes Heiaht Frame to MH Seal: G None G Good G Poor Vandalism: G No G Yes Description i J Chimney & Cone Shape: Material: Condition - Visual: G Concentric G CIP Concrete G Good Scrape/Penetrate - Near Surface: G Hard Scrape/Penetrate @ Cone: G Hard Infiltration/Inflow: • None G Eccentric G PreCast Concrete G Fair G Soft G Soft G Stains/Deposits G Other G Lined G Poor Inches Inches G Dripping Describe^ G Brick G Running G Other Streaming Barrel/Wall Material: G CIP Concrete Q PreCast Concrete G Lined G Brick G aher Condition-Visual: G Good G Fair G Poor Scrape/Penetrate invert +4ft: G Hard G Soft Inches Scrape/Penetrate @ Bench: G Hard G Soft Inches Infiltration/Inflow: G None G Stains/Deposit G Dripping G Running G Streaming Bench Material: G CIP Concrete G PreCast Concrete G Lined G Brick G Other Condition-Visual: G Good G Fair G Poor Scrape/Penetrate near wall: G Hard G Soft Inches Scrape/Penetrate near channel: G Hard G Soft Inches Infiltration/Inflow: G None G Stains/Deposits G Dripping G Running G Streaming Channel Material: Q ciP Concrete Condition-Visual: G Good Scrape/Penetrate @ crown of pipe: G Hard Scrape/Penetrate @ invert: G Hard Infiltration/Inflow: G None G PreCast Concrete G Lined G Fair Q Poor G Soft Inches G Soft Inches G Stains/Deposits G Dripping G Brick G Running G aher G Streaming Flow Velocity: Flow Depth: Grease: Pests/Insects: Manhole Rim to Invert Depth: Silt: Debris: Unusual Odor: G Dry G Dry G None Q None lnches_ G No G No G No G Stagnant G <1M Pipe Dia. Q Light G Few G Yes Inches G Slow (0-1 fps) G <1/2 Pipe Dia. G Medium Q Many G Normal (1-4 fps) G Fast (>4 fps) G <3/4 Pipe Dia. G Full Pipe G Heavy G Infested Type G Turbulent G Surcharged G Yes Description, Q Yes Description, II il il ii hi hi hi il DOmiStream cAMiTaRv .<;FWFR a .(iTnnM ui Services, Inc. SANITARY SEWER & STORM WATER SPECIALISTS I i I I I I I I I Manhole Inspection Report llllll Overview City of Carlsbad Manhole Number: Location: Access: AH-58 Columbine ROW Rating 2 walk Batiquitos Lagoon Inspection/structure type: Inspector Name: Date of Inspection: Internal/standard Ramos 06/13/05 Pictures Photo Number General Area: Cover On: Cover Bottom: Down Manhole: Other: Pipe Diameter Pipe Material Effluent: A 15" VCP Influent 1: B 8" PVC Influent 2: C 15" VCP Influent 3: D Other: M.H. Layout VCP t North Site Information Status: X Located G Not Located G Could Not Open G Not Accessible Surface Cover: G Pavement G Off Pavement G Sidewalk G Partying Lot X Landscape G Back Yard Q Open Field Surface Condition: X No Problem G Cracked G Pothole X Raised: 20" G Concrete Collar Traffic Setup: G Roadway X Off Roadway G Intersection G Sidewalk G Driveway Private Property G Highway Traffic Volume: X None G Light Q Heavy Manhole Cover Status when located: X Nonnal G Missing G Cracked Q Rocking G Seized G Sealed G Bolted/Locked G Buried/Covered Shape: X Round G Square G Other Size: X 24" Diameter G 36" Diameter G Other Material: X Iron G Plastic/Composite G aher Corrosion on Bottom: G None X Light G Medium G Heavy Grade Rina/Frame Genera/ Condition: X Good Q Cracked G Missing Steps/Rungs: X None G Iron G Plastic/Coated G Other Corrosion: G None X Light G Medium G Heavy Step Condition: G Good G Deteriorated Cover to Frame Seal: X None G Good G Poor Evidence of Surcharge: X No G Yes Heiaht Frame to MH Seal: G None X Good G Poor Vandalism: X No G Yes Description ilililiiiiiJiiiiii I I Jill i 1 I Chimney & Cone Shape: G Concentric X Eccentric G aher Describe Material: G CIP Concrete X PreCast Concrete X Lined G Brick G Other Coal tar epoxy liner Condition-Visual: G Good X Fair Poor Chimney Height: 12" Scrape/Penetrate - Near Surface: XHard Soft Min. diam. 24" Scrape/Penetrate @ Cone: X Hard Soft Infiltration/Inflow: G None X Stains/Deposits G Dripping Q Running G Streaming Barrel/Wall Material: Q CIP Concrete X PreCast Concrete X Lined G Brick G aher Height: 46" Coal tar liner Condition-Visual; G Good G Fair X Poor Diam: 48" Scrape/Penetrate invert +4ft: X Hard Soft Defects: infil *light Scrape/Penetrate @ Bench: X Hard Soft Deterioration at Infiltration/Inflow: X None G Stains/Deposit G Dripping Q Running G Streaming X Seeping base Bench Material: X CIP Concrete Q PreCast Concrete X Lined G Brick G Other Defects: infil Coal tar liner Condition-Visual: G Good G Fair X Poor Scrape/Penetrate near wall: G Hard X Soft *light Scrape/Penetrate near channel: G Hard X Soft deterioration Infiltration/Inflow: G None G Stains/Deposits G Dripping G Running Q Streaming X Seeping Channel Material: X CIP Concrete G PreCast Concrete G Lined G Brick G Other Condition-Visual: G Good X Fair G Poor Scrape/Penetrate @ crown of pipe: • Hand X Soft Scrape/Penetrate @ invert: X Hard G Soft Infiltration/Inflow: G None X Stains/Deposits G Dripping G Running G Streaming Flow Velocity: G Dry G Stagnant G Slow (0-1 fps) X Normal (1-4 fps) G Fast (>4 fps) G Turbulent Flow Depth: G Dry G <1/4 Pipe Dia. X <1/2 Pipe Dia. G <3/4 Pipe Dia. G Full Pipe G Surcharged Grease: X None G Light G Medium Q Heavy Pests/Insects: X None G Few G Many G Infested Type: Manhole Rim to Invert Depth: Feet: 8.6" Silt: G No X Yes 2" Debris: G No XYes 2" Unusual Odor: X No G Yes Description Ii 11 il II il il il ii Ii II 11 II II nf^^\n^t ^M^nhi Manhole Inspection mJlL^nfmmSnmCn services, Reoort SANITARY SEWER & STORM WATER SPECIALISTS ^ Iillillilii Qyerview Manhole Number: Location: Access: City of Carlsbad AH-59 Columbine ROW Rating 1 walk Batiquitos Lagoon Inspection/structure type: Internal/standard Inspector Name: Ramos Date of Inspection: 06/13/05 Pictures Photo Number General Area: Cover On: Cover Bottom: Down Manhole: Other: Effluent: Influent 1 Influent 2 Influent 3 Other: B D Pipe Diameter 15" 15" Pipe Material VCP VCP 15" VCP M.H. Layout 15" VCP Site Information Status: X Located G Not Located G Could Not Open G Not Accessible Surface Cover: G Pavement G Off Pavement G Sidewalk G Partying Lot X Landscape G Back Yard G Open Field Surface Condition: X No Problem G Cracked G Pothole X Raised: 10" G Concrete Collar Traffic Setup: G Roadway X Off Roadway G Intersection G Sidewalk G Driveway Private Property G Highway Traffic Volume: X None G Light G Heavy Manhole Cover Status when located: X Normal G Missing G Cracked G Rocking G Seized G Sealed G Bolted/Locked Q Buried/Covered Shape: X Round G Square G aher Size: X 24" Diameter G 36" Diameter G Other Material: XIron G Plastic/Composite G Other Corrosion on Bottom: G None X Light G Medium G Heavy Grade Rina/Frame Genera/ Condition: X Good G Cracked G Missing Steps/Rungs: XNone G Iron G Plastic/Coated G aher Corrosion: G None X Light G Medium G Heavy Step Condition: G Good G Deteriorated Cover to Frame Seat: X None G Good G Poor Evidence of Surcharge: X No G Yes Heiaht Frame to MH Seal: G None X Good G Poor Vandalism: X No G Yes Description iiililiiiiiiiiiii Chimney & Cone Shape: G Concentric X Eccentric G Other Describe Material: G CIP Concrete X PreCast Concrete X Lined G Brick G Other Coal tar epoxy liner Condition - Visual: X Good G Fair Poor Chimney Height: 12" Scrape/Penetrate - Near Surface: X Hard Soft Min. diam. 24" Scrape/Penetrate @ Cone: X Hard Soft Infiltration/Inflow: X None G stains/Deposits G Dripping G Running G Streaming Barrel/Wall Material: G CIP Concrete X PreCast Concrete X Lined G Brick G Other Height: 24" Coal tar liner Condition-Visual: Q Good X Fair Poor Diam: 48" Scrape/Penetrate invert +4ft: X Hard Soft Scrape/Penetrate @ Bench: X Hard Soft Bench Material: X CIP Concrete G PreCast Concrete X Lined G Brick G Other Coal tar liner Condition-Visual: G Good X Fair Poor Scrape/Penetrate near wall: X Hard Soft Scrape/Penetrate near channel: X Hard Soft Infiltration/Inflow: G None X Stains/Deposits G Dripping G Running G Streaming Channel Material: X CIP Concrete G PreCast Concrete G Lined G Brick G Other Condition-Visual: G Good XFair G Poor Scrape/Penetrate @ crown of pipe: x Hard Soft Scrape/Penetrate @ invert: X Hard G Soft Infiltration/Inflow: X None G Stains/Deposits G Dripping G Running G Streaming Flow Velocity: G Dry G Stagnant G Slow (0-1 fps) X Normal (1-4 fps) G Fast (>4 fps) Q Turbulent Flow Depth: G Dry G <1/4 Pipe Dia. X <1/2 Pipe Dia. G <3/4 Pipe Dia. G Full Pipe G Surcharged Grease: XNone G Light G Medium G Heavy Pests/Insects: X None G Few G Many G Infested Type: Manhole Rim to Invert Depth: Feet: 6.8" Silt: XNo Yes Debris: XNo Yes Unusual Odor: XNo G Yes Description iliiiiiiiiiiiiili DOmiStreaiii Services, Inc. SANITARY SEWER & STORM WATER SPECIALISTS I i I I i i I I I Manhole Inspection Report Overview City of Carlsbad Manhole Number: Location: Access: AH-60 Columbine ROW . Rating 1 walk Batiquitos Lagoon Inspection/structure type: Inspector Name: Date of Inspection: 06/13/05 Pictures General Area: Cover On: Cover Bottom: Down Manhole: Other: Photo Number 8" PVC stub Pipe Diameter Pipe Material Effluent: A 15" VCP Influent 1: B 8" PVC Influent 2: C 15" VCP Influent 3: D Other: 15" VCP M.H. Layout 15" VCP Site Information Status: X Located G Not Located G Could Not Open U Not Accessible Surface Cover: G Pavement G Off Pavement G Sidewalk G Parking Lot X Landscape G Back Yard G Open Field Surface Condition: X No Problem G Cracked G Pothole X Raised: 10" G Concrete Collar Traffic Setup: G Roadway X Off Roadway G Intersection G Sidewalk G Driveway Private Property G Highway Traffic Volume: X None G Light Q Heavy Manhole Cover Status when located: X Nonnal G Missing G Cracked G Rocking G Seized G Sealed G Bolted/Locked G Buried/Covered Shape: X Round G Square G Other Size: X 24" Diameter G 36" Diameter G Other Material: X Iron G Plastic/Composite G Other Corrosion on Bottom: G None X Light G Medium G Heavy Grade Rina/Frame Genera/ Condition: X Good G Cracked G Missing Steps/Rungs: X None G Iron Q Plastic/Coated G Other Corrosion: Q None X Light G Medium G Heavy Step Condition: G Good G Deteriorated Cover to Frame Seal: X None G Good G Poor Evidence of Surcharge: X No G Yes Heiaht Frame to MH Seal: G None X Good G Poor Vandalism: X No G Yes Description 1 1 i 1 1 1 i 1 i 1 i 1 i 1 IIII 1 1 k t 1 1 i t ! t i 1 Chlmnev & Cone Shape: G Concentric X Eccentric G Other Describe Material: G CIP Concrete X PreCast Concrete G Lined G Brick G aher Coal tar epoxy liner Condition - Visual: XGood G Fair G Poor Chimney Height: N/A Scrape/Penetrate - Near Surface: X Hard Min. diam. N/A Scrape/Penetrate @ Cone: X Hanj Soft (NO CHIMNEY) Infiltration/Inflow: X None Stains/Deposits G Dripping G Running G Streaming Barrel/Wall Material: G CIP Concrete X PreCast Concrete X Lined G Brick G Other Height: 48" Coal tar liner Condition-Visual: G Good X Fair Poor Diam: 48" Scrape/Penetrate invert +4ft: X Hard Soft Defects: infil Scrape/Penetrate @ Bench: X Hard Soft Infiltration/Inflow: G None X Stains/Deposit G Dripping G Running G Streaming I i Bench Material: X CIP Concrete Q PreCast Concrete X Lined G Brick G Other Defects: infil Coal tar liner Condition-Visual: G Good X Fair Poor Scrape/Penetrate near wall: X Hard Soft Scrape/Penetrate near channel: X Hard Soft Infiltration/Inflow: G None U Stains/Deposits G Dripping G Running G Streaming X Seeping Channel Material: X CIP Concrete G PreCast Concrete G Lined G Brick G Other Condition-Visual: G Good X Fair G Poor Scrape/Penetrate @ crown of pipe: x Hard Soft Scrape/Penetrate @ invert: X Hard G Soft Infiltration/Inflow: G None X Stains/Deposits G Dripping Q Running G Streaming Flow Velocity: G Dry Q Stagnant G Slow (0-1 fps) X Nonnal (1-4 fps) G Fast (>4 fps) G Turtaulent Flow Depth: G Dry X <1/4 Pipe Dia. <1/2 Pipe Dia. G <3/4 Pipe Dia. G Full Pipe G Surcharged Grease: X None G Light G Medium G Heavy Pests/Insects: X None G Few G Many G Infested Type: Manhole Rim to Invert Depth: Feet: 7.85' Silt: G No X Yes 1" Debris: G No X Yes 1" rocks, debris Unusual Odor: X No G Yes Description iiiiiiii&Jkiiiii EO^nStreaiti ^ .QAMITARV fIFWFR a STORM W Services, Inc. SANITARY SEWER & STORM WATER SPECIALISTS t I I I I j I j i Manhole Inspection Report Overview City of Carlsbad Manhole Number: Location: Access: AH-61 Columbine & Arenal Rating 3 drive Batiquitos Lagoon Inspection/structure type: Inspector Name: Date of Inspection: Internal/standard Ramos 06/07/05 Pictures General Area: Cover On: Cover Bottom: Down Manhole: Other: Photo Number 12" PVC Pipe Diameter Pipe Material Effluent: A 12" or 15" PVC Influent 1: B 12" PVC Influent 2: C Influent 3: D Other: 12" PVC M.H. Layout North Site Information Status: X Located G Not Located G Could Not Open G Not Accessible Surface Cover: G Pavement X Off Pavement G Sidewalk G Pariting Lot Landscape G Back Yard G Open Field Surface Condition: X No Problem G Cracked G Pothole X Raised: 15" G Concrete Collar Traffic Setup: G Roadway X Off Roadway G Intersection G Sidewalk G Driveway Private Property G Highway Traffic Volume: X None G Light G Heavy Manhole Cover Status when located: X Normal G Missing Q Cracked G Rocking G Seized G Sealed G Bolted/Locked G Buried/Covered Shape: X Round G Square G aher Size: X 24" Diameter Q 36" Diameter G Other Material: X Iron G Plastic/Composite G Other Corrosion on Bottom: G None X Light G Medium G Heavy Grade Rina/Frame Genera/ Condition: X Good G Cracked G Missing Steps/Rungs: None G Iron X Plastic/Coated G Other Corrosion: G None X Light G Medium G Heavy Step Condition: X Good G Deteriorated Cover to Frame Seal: X None G Good G Poor Evidence of Surcharge: X No G Yes Heiaht Frame to MH Seal: G None X Good G Poor Vandalism: XNo G Yes Description Iiiiiiiiiikiiiii i t I I t i i i I i Chimney & Cone Shape: G Concentric Material: G CIP Concrete Condition - Visual: G Good Scrape/Penetrate - Near Surface: • Hard Scrape/Penetrate @ Cone: • Hard Infiltration/Inflow: G None X Eccentric X PreCast Concrete G Fair X Soft X Soft X Stains/Deposits G other X Lined XPoor G Dripping Describe. G Brick G Running G Other G Streaming Coal tar epoxy liner Chimney Height: 75" Min. diam. 24" Light roots Barrel/Wall Material: Condition-Visual: Scrape/Penetrate Invert +4ft: Scrape/Penetrate @ Bench: Infiltration/Inflow: G CIP Concrete X PreCast Concrete X Lined G Good G Fair X Poor XHard Soft G Hard X Soft G None Q Stains/Deposit G Dripping G Brick G Other Height: 42" Diam: 48" Defects: infil Coal tar liner *light deterioration Running G Streaming Bench Material: X CIP Concrete G PreCast Concrete X Lined G Brick G aher Defects: infil Coal tar liner Condition-Visual: G Good G Fair X Poor Scrape/Penetrate near wall: G Hard X Soft *light Scrape/Penetrate near channel: G Hard X Soft deterioration Infiltration/Inflow: G None G Stains/Deposits G Dripping X Running G Streaming Channel Material: X CIP Concrete G PreCast Concrete G Lined G Brick Q Other Condition-Visual: G Good X Fair G Poor Scrape/Penetrate @ crown of pipe: • Hard X Soft Scrape/Penetrate @ invert: X Hard G Soft Infiltration/Inflow: X None G Stains/Deposits G Dripping G Running G Streaming Flow Velocity: G Dry G Stagnant G Slow (0-1 fps) Normal (1-4 fps) X Fast (>4 fps) X Turbulent Flow Depth: G Dry G <1/4Pipe Dia. X <1/2 Pipe Dia. G <3/4 Pipe Dia. G Full Pipe G Surcharged Grease: X None G Light G Medium G Heavy Pests/Insects: X None G Few G Many G Infested Type: Manhole Rim to Invert Depth: Feet: 13.3" Silt: X No Yes Debris: X No Yes Unusual Odor: X No G Yes Description iiii iiiiiiiiii iiii iliiiiiilj till Manhole Inspection Report EOvnStream ^iii QAWITflRV .QFWFR A RTHRM UU Services, Inc. SANITARY SEWER & STORM WATER SPECIALISTS Overview City of Carlsbad Manhole Number: Location: Access: AH-62 Columbine & Arenal Rating 1 drive Batiquitos Lagoon Inspection/structure type: Inspector Name: Date of Inspection: Internal/standard Ramos 06/07/05 Pictures General Area: Cover On: Cover Bottom: Down Manhole: Other: Pftoto Number 12" PVC Pipe Diameter Pipe Material Effluent: A 12" PVC Influent 1: B 8" PVC Influent 2: C 12" PVC Influent 3: D Other: 8" PVC M.H. Layout t North 12" PVC Site Information Status: X Located G Not Located G Could Not Open G Not Accessible Surface Cover: X Pavement G Off Pavement G Sidewalk G Parking Lot Landscape G Back Yard G Open Field Surface Condition: X No Problem G Cracked G Pothole G Raised: G Concrete Collar Traffic Setup: X Roadway Off Roadway G Intersection G Sidewalk G Driveway Private Property G Highway Traffic Volume: None X Light G Heavy Manhole Cover Status when located: X Normal G Missing G Cracked G Rocking G Seized G Sealed G Bolted/Locked G Buried/Covered Shape: X Round G Square G Other Size: X 24" Diameter G 36° Diameter G Other Material: X Iron G Plastic/Composite G Other Corrosion on Bottom: X None Light Q Medium G Heavy Grade Rina/Frame Genera/ Condition: XGood G Cracked G Missing Steps/Rungs: None G Iron X Plastic/Coated g other Corrosion: X None Light G Medium G Heavy Step Condition: X Good G Deteriorated Cover to Frame Seal: X None G Good G Poor Evidence of Surcharge: X No G Yes Heiaht Frame to MH Seal: G None X Good 0 Poor Vandalism: XNo G Yes Description II i 1 i 1 hi hi hi hi i 1 i 1 i 1 1 1 t 1 t i 1 1 1 i 1 I i t 1 Chlmnev & Cone Shape: G Concentric X Eccentric G Other Describe Material: G CIP Concrete X PreCast Concrete Lined G Brick G Other Condition - Visual: X Good G Fair Poor Chimney Height: 17" Scrape/Penetrate - Near Surface: x Hard Min. diam. 24" Scrape/Penetrate @ Cone: X Hard Infiltration/Inflow: X None G Stains/Deposits Q Dripping Q Running G Streaming Barrel/Wall Material: G CIP Concrete X PreCast Concrete Lined G Brick G Other Height: 50" Condition-Visual: XGood G Fair Poor Diam: 48" Scrape/Penetrate invert +4ft: X Hard Soft Scrape/Penetrate @ Bench: X Hard Soft Infiltration/Inflow: XNone Q Stains/Deposit G Dripping G Running G streaming Bench Material: X CIP Concrete G PreCast Concrete Lined G Brick G Other Condition-Visual: G Good XFair Poor Scrape/Penetrate near wall: X Hard Soft Scrape/Penetrate near channel: XHard Soft Infiltration/Inflow: G None X Stains/Deposits G Dripping G Running G streaming Channel Material: X CIP Concrete G PreCast Concrete G Lined G Brick G Other Condition-Visual: XGood Fair G Poor Scrape/Penetrate @ crown of pipe: X Hard Soft Scrape/Penetrate @ invert: X Hard G Soft Infiltration/Inflow: G None X Stains/Deposits G Dripping G Running G Streaming Flow Velocity: G Dry G Stagnant G Slow (0-1 fps) Normal (1-4 fps) X Fast (>4 fps) • Turbulent Flow Depth: G Dry X^1/4 Pipe Dia. <1/2 Pipe Dia. Q <3/4 Pipe Dia. G Full Pipe G Surcharged Grease: X None G Light G Medium G Heavy Pests/Insects: XNone G Few G Many G Infested Type: Manhole Rim to Invert Depth: Feet: 9.1' Silt: XNo Yes Debris: XNo Yes Unusual Odor: XNo G Yes Description