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HomeMy WebLinkAbout3537; Vista/Carlsbad Interceptor Sewer; North Agua Hedionda Sewer Manhole Inspection; 2001-10-010,^ 1 Carlsbad Municipal Water District NORTH AGUA HEDIONDA SEWER MANHOLE INSPECTION 2798-04 Prepared for: Carlsbad Municipal Water District 16335 Faraday Avenue Carlsbad, CA 92008 Prepared by: 605 Third Street Encinitas, CA 92024 October 2001 I • NORTH AGUA HEDIONDA INTERCEPTOR MANHOLE INSPECTION REPORT I TABLE OF CONTENTS Section Page Introduction 1 C c c [ : : E E Manhole Inspection Results - TABLE 1 2 Manhole Photos & Inspection Sheets 4 Summary and Recommendations 122 Manhole Location Map - PLATE 1 124 NORTH AGUA HEDIONDA INTERCEPTOR MANHOLE INSPECTION REPORT INTRODUCTION • Prepared for: Carlsbad Municipal Water District 16335 Faraday Avenue Carlsbad, Califomia 92008 Project Manager: Mark Biskup • Contract: North Agua Hedionda Interceptor Maintenance Access Road, City of Carlsbad, Califomia • Task No. 6: Inspection of Existing Manholes Along Sewer Alignment • Prepared By: Dudek & Associates, Inc. Water and Wastewater Engineering Group 605 Third Street Encinitas, Califomia 92024 Phone: (760) 942-0366 Fax: (760) 942-4508 • Scope of Work: Work includes inspection of all manholes (estimated 73 total) between Highway 5 and El Camino Real, and preparation of a report for all the manholes inspected. Each manhole is opened and a detailed inspection is performed to determine the condition of bottom walls, frame and cover. Dudek's manhole inspection forms are used for the task. • Field Work Description: Fifty-nine sewer manholes were opened and inspected along the Agua Hedionda Interceptor Sewer. Eight manholes were either paved over, or no longer existed along the alignment. Two manholes that were not on plans were found and inspected. Thirty-six of the manholes that were opened had covers sealed with cement grout; this was removed by the inspection crew to gain access to the manholes. All inspection was done from the surface during the day. Pictures were taken of the manhole surface and cover, and looking down into the manhole. Detailed reports were filled out for every located manhole. Rating System (1) GOOD: Concrete is intact no apparent flaws. (2) FAIR: Minor deterioration of concrete, chipping of concrete. (3) POOR: Obviously deteriorated concrete, concrete missing, and exposed aggregate. (4) NEEDS ATTENTION: Heavily deteriorated concrete, exposed aggregate, exposed rebar, and/or infiltration TaMa ^' Manhnip ln«spprtinn Results MH# Location Pipe Size Overall Ratina Comments 7 Pump Sta. 4 NA NA Construction in Manhole and at Pump Station 8 Boat Launch Parkinq Lot 24 3 Paved Over. Drop manhole 8A Boat Launch Parkinq Lot 24 3 Paved Over. Drop manhole 9 North Hedionda Laqoon 24 2 Grouted Cover 9A North Hedionda Laqoon 24 3 Grouted Cover 10 North Hedionda Laqoon 24 3 Grouted Cover. Drop Manhole 10A North Hedionda Laqoon 24 3 Grouted Cover 11 North Hedionda Laqoon 24 3 Grouted Cover 12 North Hedionda Laqoon 24 3 Grouted Cover 13 North Hedionda Laqoon 24 3 Grouted Cover 14 North Hedionda Laqoon 24 3 Grouted Cover 15 North Hedionda Laqoon 24 3 Grouted Cover, Burried in Bushes 16 North Hedionda Laqoon 24 3 Grouted Cover 17 North Hedionda Laqoon 24 3 Grouted Cover, Burned in Bushes 18 North Hedionda Laqoon 24 3 Grouted Cover. Exposed Cone 19 North Hedionda Laqoon 24 3 Grouted Cover 20 North Hedionda Laqoon 24 3 In Vollev Ball Court Under Blue Cover 21 North Hedionda Laqoon 24 3 Burried in Sand. Covered bv Woodpile 22 North Hedionda Laqoon 24 3 Grouted Cover. Burried in Sand 23 Sidewalk of Cove Dr. Aoartment 24 3 Grouted Cover 23A Sidewalk of Cove Dr. Aoartment 24 3 Grouted Cover 24 Cove Dr. Cul-de-Sac 24 3 Alonq Center Line of Street, Grouted Cover 25 Sidewalk of Cove Dr. Apartment 24 4 Severlv Cloqqed Line 26 Plans Show Manhole in Harbor NA NA Not Locatable 27 Marina Dr. Cul-de-Sac 24 3 Alonq Center Line of Street 28 Park Dr. and Marina Dr. 24 3 In street. Drop Manhole 29 Park Dr. 24 3 Alonq Center Line of Street 30 Park Dr. and Bavshore Dr. 24 3 Alonq Center Line of Street 31 Park Dr. 24 3 Alonq Center Line of Street 32 Plans Show Manhole in Street NA NA Not Locatable, Miqht be Paved Over 33 Park Dr. and Neblina Dr. 24 1 In Street, 18" Tee Has Debris 34 Plans Show Manhole in Street NA NA Not Locatable. Miqht be Paved Over 35 Park Dr. 24 2 Alonq Center Line of Street 36 Plans Show Manhole in Street NA NA Not Locatable, Miqht be Paved Over 37 Park Dr. and Valencia Dr. 24 2 Alonq Center Line of Street 38 Plans Show Manhole in Street NA NA Not Locatable, Miqht be Paved Over 39 Park Dr. 24 3 Alonq Center Line of Street 40 Park Dr. 24 3 Alonq Center Line of Street 41 Park Dr. 24 3 Alonq Center Line of Street 42 Plans Show Manhole in Street NA NA Not Locatable. Miqht be Paved Over 43 Park Dr. and Alondra Wav 24 3 Alonq Center Line of Street, Mild Infiltration 44 Plans Show Manhole in Street NA NA Not Locatable. Miqht be Paved Over 45 Plans Show Manhole in Street NA NA Not Locatable, Miqht be Paved Over 46 Park Dr. 24 4 Maior Stmctural Problems, Exposed Rebar Table 1 Manhole Inspection Results (continued) MH# Location Pipe Size Overall Rating Comment on Condition 47 Unpaved Road 24 3 Grouted Cover 48 Unpaved Road 24 3 Grouted Cover 49 Unpaved Road 24 3 Grouted Cover 50 Unpaved Road 24 3 Grouted Cover 51 Unpaved Road 24 3 Non Grouted Cover 52 Unpaved Road 24 3 Grouted Cover 53 Unpaved Road 24 3 Grouted Cover L 54 Unpaved Road 24 3 Non Grouted Cover 55 Unpaved Road 24 3 Grouted Cover 56 Unpaved Road 21 3 Grouted Cover 57 Unpaved Road 21 3 Non Grouted Cover 58 In Agua Hedionda Creek Bed 21 3 Grouted Cover, Burried 59 In Agua Hedionda Creek Bed 21 4 Grouted Cover, Exposed Rebar, Infiltration 60 In Agua Hedionda Creek Bed 21 4 Grouted Cover, Heavy Infiltration with Sediment, Exposed Rebar 61 In Agua Hedionda Creek, surrounded by water 21 4 Grouted Cover, Burried, Heavy Infiltration with Sediment 62 In Agua Hedionda Creek Bed 21 4 J Grouted Cover, Burried, Infiltration 63 In Agua Hedionda Creek, surrounded by water 21 4 Grouted Cover, Burried, Infiltration Along North Side of Creek 21 4 Grouted Cover, Exposed Rebar, Infiltration 65 Along North Side of Creek 21 1 Grouted Cover, Inside of MH Resurfaced 66 Along North Side of Creek 21 2 Grouted Cover, Inside MH Resurfaced, Light Infiltration 66 A North Comer of El Camino Real and Cannon Rd 21 1 New Manhole Not Shown on Plans 67 South Corner of El Camino Real and Cannon Rd 21 1 New Manhole 67 A South Corner of El Camino Real and Cannon Rd 21 1 New Manhole Table l(cont.) CARLSBAD MUNICIPAL WATER DISTRICT Agua Hedionda Sewer Inspection Surface Photo of MH #7 (pump station under construction) Inside Photo of MH #7 (view of bypass lines) Job # 2798-04 Date: 11/02/01 LID/RIM l± ^ ^r05^ MANHOLE INSPECTION REPORT RIM ELEV: SURFACE- COMMENTS ON EXISTING CONDITIONS: MH LID: ^ 1 PIECE: Q 2 PIECE LABELED: . MH RIM: MH CONE: STEPS/RUNGS: PLASTIC Q STEEL [H MH SHAFTING: MH RING JOINTS: MASTIcj | GROUT MH BASE: MH SHELF: MH FLOWLINE: MH LINING: STEPS/RUNGS CONE SHAFTING BASE^ TYPICAL MANHOLE CROSS-SECTION w IE = N N 0 IE = \ \ E ! S es IE = 0 MANHOLE INVERTS DEPTH FROM RIM MH LOCATION: FLUSH W/SURFACE: COVER: ACCESSIBLE: PONDING: INCHES: r CONSTRUCTION: CASTING FIT: MH CONDITION: MH WIDTH: MH DEPTH: # OF INVERTS: ROOTS IN MH: DEBRIS: INFILTRATION: PAVED (1) UNPAVED (2) YES (1) NO (2) SOLID (1) VENTED (2) BOLTED (3) YES (1) BURIED (2) PAVEMENT COVERED (3) YES (1)NO(2) PRECAST (1) BRICK (2) FIBER (3) OTHER (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) INCHES AT BARREL • I II I INCHES RIM TO SHELF J NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) ^ NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) YES (1)N0(2) PROJECT: r^A:W.i ^J^ya JOB NO.Z2^I^ BY: DATE:_7rll^ MH # y LOCATION: lUup \W.^cKJiQ SHEET OF CARLSBAD MUNICIPAL WATER DISTRICT Agua Hedionda Sewer Inspection Surface Photo ofMH #8 • • ink . Inside Photo of MH #8 (drop manhole) Job # 2798-04 Date: 11/02/01 MANHOLE INSPECTION REPORT LID/RIM SURFACE-s^ •RIM ELEV: COMMENTS ON EXISTING CONDITIONS: MH LID: 1 PIECE: [g 2 PIECE Q LABELED: noKi^ir^d K sS( STEPS/RUNGS MH RIM: ^HCONE: rJDUry-^A:^ W\\ .^Q^^ STEPS/RUNGS: PLASTIC STICQSTEI BASE- TYPICAL MANHOLE CROSS-SECTION IH SHAFTING: ^^.r.^^ C^lVvi^^ N IE = 0 w IE = esi 0 MHBING JOINTS: MASTIC^GROUT Q S IE = >-JE = / 0 MH BASE: .CoiA^ife^^ MANHOLE INVERTS DEPTH FROM RIM MH SHELF: C^QNATX-PAT^ MH FLOWLINE: _^|/^C>rp3r^ MH LINING: MH LOCATION: FLUSH W/SURFACE: COVER: ACCESSIBLE: PONDING: INCHES: CONSTRUCTION: CASTING Frr: MH CONDITION: MH WIDTH: [ MH DEPTH: [ [ # OF INVERTS: ROOTS IN MH: DEBRIS: INFILTRATION: \ 1 PAVED (1) UNPAVED (2) YES (1) NO (2) SOLID (1) VENTED (2) BOLTED (3) YES (1) BURIED (2) PAVEMENT COVERED (3) YES (1)NO(2) PRECAST (1) BRICK (2) FIBER (3) OTHER (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) INCHES AT BARREL INCHES RIM TO SHELF NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) 2_ YES (1) NO (2) PROJECT: C^^vOO MH LOCATION:. SHEET OF JOB NO Ck. >ca CARLSBAD MUNICIPAL WATER DISTRICT Agua Hedionda Sewer Inspection Surface Photo of MH #8A (paved over) Inside Photo of MH #8A (drop manhole) Job # 2798-04 Date: 11/02/01 vViA \Q ^^^^ ^ •RIM ELEV: COMMENTS ON EXISTING CONDITIONS: MH LID: 1 PIECE: g] 2 PIECE LABELED: yf>S, C\K,y P' MH RIM: 'fsW^V r^^of7^\ov^ SURFACE STEPS/RUNGS CONE MH CONE STEPS/RUNGS: PLASTIC STEEL ^ MH SHAFTING: MH RING JOINTS: MASTIC^ GROUT Q MH BASE: CfWX-gA^ MH SHELF: Crsy^Cyt^-Q. ^ MH FLOWLINE: r ryvT MH LINING:__ua^£ii^ BASE-/ TYPICAL MANHOLE CROSS-SECTION w IE = N E = 0 E IE = 0 N S IE = 0 MANHOLE INVERTS DEPTH FROM RIM MH LOCATION: FLUSH W/SURFACE: COVER: ACCESSIBLE: PONDING: 3 INCHES: CONSTRUCTION: CASTING FfT: MH CONDITION: MH WIDTH: |^ ||o MH DEPTH: f [^^f|^ # OF INVERTS: ROOTS IN MH: DEBRIS: INFILTRATION: PAVED (1) UNPAVED (2) YES (1) NO (2) SOLID (1) VENTED (2) BOLTED (3) YES (1) BURIED (2) PAVEMENT COVERED (3) YES (1) NO (2) PRECAST (1) BRICK (2) FIBER (3) OTHER (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) INCHES AT BARREL INCHES RIM TO SHELF _ NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) rn NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) YES (1)N0(2) ^ASSOCIATES, INC. . JOB NO.?7^fi -9 BY.XlV DATE:_2H:2i PROJECT: CJlX.W^'O - , .... . ...^^ , MH 1^_Sh LOCATION: ^u/v V\>^J.:r^^/^i/^ '^V-U^.j^rU SHEET OF CARLSBAD MUNICIPAL WATER DISTRICT Agua Hedionda Sewer Inspection Surface Photo of MH #9 (concrete encased) Inside Photo ofMH #9 Job # 2798-04 Date: 11/02/01 MANHOLE INSPECTION REPORT LID/RIM •RIM ELEV: COMMENTS ON EXISTING CONDITIONS: LABELED^^CiVfoy- MH RIM: \JC\\A Cox-rr^'ifiU SURFACE-\ STEPS/RUNGS ^^URFACE MH CONE: "SC^i^ "'iLf^T STEPS/RUNGS: PLASTIC STEEL MH SHAFTING MH RING-iOINTS: MASTIC| | GROUT I IG^O MH BASE: C^^;^^^^ MH SHELF: (j?w^>re; MH FLOWLINE: (/>X>rf. MH LINING: W.9\Ag^ CONE SHAFTING BASE- TYPICAL MANHOLE CROSS-SECTION 7 N 0 IE = MANHOLE INVERTS DEPTH FROM RIM MH LOCATION FLUSH W/SURFACE: |Z. COVER: ACCESSIBLE: PONDING: INCHES: CONSTRUCTION: CASTING FfT: MH CONDmON: MH WIDTH: MH DEPTH: # OF INVERTS: ROOTS IN MH: DEBRIS: INFILTRATION: PAVED (1) UNPAVED (2) YES (1) NO (2) SOUD (1) VENTED (2) BOLTED (3) YES (1) BURIED (2) PAVEMENT COVERED (3) YES (1) NO (2) 7 PRECAST (1) BRICK (2) FIBER (3) OTHER (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) f%l GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) INCHES AT BARREL INCHES RIM TO SHELF [Tl NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) [71 NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) YES (1)N0(2) PROJECT: C»^\^0 JOB NO-lZ^tilL-BY: DATE: 1^'^^^ MH # LOCATION: ^^u^ VVAI^^L^Q. CCT OF ^ SHEET CARLSBAD MUNICIPAL WATER DISTRICT Agua Hedionda Sewer Inspection •miEII^HiH Surface Photo of MH #9A (concrete encased) Inside Photo ofMH #9A Job # 2798-04 Date: 11/02/01 COWL MANHOLE INSPECTION REPORT LID/RIM SURFACE-v^ •RIM ELEV: COMMENTS ON EXISTING CONDITIONS: MH LID: 1 PIECE: ^ 2 PIECE Q LABELED: @^ \^f=^ STEPS/RUNGS MH RIM: W [51 MH CONE: ^^fe^HVe ^ ^^J^ ^ STEPS/RUNGS: PLASTIC STEEL W)^^ ^VTftkg^ _ CONE SHAFTING BASE- TYPICAL MANHOLE CROSS-SECTION MH SHAFTING: MH RING JOIJi^S: MASTIC| | GROUT Q N IE = MH BASE: CfP^yCTT^ MH SHELF: Cevy^rirg^ MH FLOWLINE: Cn/yC^f^^^. MH LINING: MH LOCATION: FLUSH W/SURFACE: COVER: ACCESSIBLE: PONDING: INCHES: CONSTRUCTION: CASTING Fff: f MH CONDITION: MH WIDTH: MH DEPTH: # OF INVERTS: ROOTS IN MH: DEBRIS: INFILTRATION: Ma 2, MANHOLE INVERTS DEPTH FROM RIM PAVED (1) UNPAVED (2) YES (1) NO (2) SOLID (1) VENTED (2) BOLTED (3) YES (1) BURIED (2) PAVEMENT COVERED (3) YES (1)NO(2) PRECAST (1) BRICK (2) FIBER (3) OTHER (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) INCHES AT BARREL INCHES RIM TO SHELF J NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) m NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) g]YES {1)N0(2) PROJECT: rjUVV^ JOB HO.V253dL BY:^9 DATE: l-j'^'OX MH # ^ ^ LOCATION: /^u c^ V^/!^;^^. SHEET OF ^ CARLSBAD MUNICIPAL WATER DISTRICT Agua Hedionda Sewer Inspection Surface Photo ofMH #10 (concrete encased) •1,- Inside Photo ofMH #10 (drop manhole) Job # 2798-04 Date: 11/02/01 2^ MANHOLE INSPECTION REPORT LID/RIM RIM ELEV: COMMENTS ON EXISTING CONDITIONS: MH LID: 1 PIECE: ^ 2 PIECE LABELED: ^-PV SURFACE; STEPS/RUNGS -SURFACE CONE MH RIM: V MH CONE: -ejC^CTts^ ih^V STEPS/RUNGS: PLASTIC Q STEEL jxj ! FLOWLINE-^' BASE^ SHAFTING MH SHAFTING: ^?fW^X AG MH RING^INTS: MASTIcj | GROUT | | MHBASE:__4^V^ r^H='k^ I TYPICAL MANHOLE CROSS-SECTION N 0 IE = 'Vf^]j> filler 0 w IE = 0 N (2 IE = MANHOLE INVERTS DEPTH FROM RIM MH SHELF: f rw>r^ Mx MH FLOWLINE: r c^^^no 2: MH LINING: U !^\/K9~- MH LOCATION: FLUSH W/SURFACE: COVER: ACCESSIBLE: PONDING: INCHES: CONSTRUCTION: CASTING FIT: MH CONDITION: MH WIDTH: MH DEPTH: ^ # OF INVERTS: ROOTS IN MH: DEBRIS: INFILTRATION: PAVED (1) UNPAVED (2) YES (1) NO (2) SOLID (1) VENTED (2) BOLTED (3) YES (1) BURIED (2) PAVEMENT COVERED (3) YES (1)N0(2) PRECAST (1) BRICK (2) FIBER (3) OTHER (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) l Ol INCHES AT BARREL INCHES RIM TO SHELF NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) [71 NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) [2 YES (1)NO(2) PR0JECT:Xi^^^^^=3O JOB b\0.T7<^^-^ BY:DATE: 7-/^-^6 ( MH # (O LOCATION: frv.Q>j^ "^AXCuJ^a SHEET OF. CARLSBAD MUNICIPAL WATER DISTRICT Agua Hedionda Sewer Inspection Surface Photo of MH #10A (concrete encased) liWulv Phot.-. »fMH#10A Job # 2798-04 Date: 11/02/01 MANHOLE INSPECTION REPORT LID/RIM •RIM ELEV: COMMENTS ON EXISTING CONDITIONS: MH UD: 1 PIECE: \^ 2 PIECE | | LABELED: 7 —»- SURFACE STEPS/RUNGS MH RIM: ^ i (W<di\f)\^ MH CONE: .^^^^W^^tl ^(r- CONE SHAFTING MH SHAFTING: STEPS/RUNGS: PLASTIC ^ BASE^ TYPICAL MANHOLE CROSS-SECTION MH RING JOINTS: MASTIC^ GROUT Q 1 N 0 IE = IE = MH BASE: ^K)\AO^<l MANHOLE INVERTS DEPTH FROM RIM MH SHELF: ^JC^ MH FLOWLINE: C ^(V\CX^ MH LINING: V\hWl^ MH LOCATION: FLUSH W/SURFACE: COVER: ACCESSIBLE: PONDING: INCHES: CONSTRUCTION: CASTING FIT: ^ MH CONDITION: MH WIDTH: MH DEPTH: # OF INVERTS: ROOTS IN MH: DEBRIS: INFILTRATION: m PAVED (1) UNPAVED (2) YES (1)N0(2) SOLID (1) VENTED (2) BOLTED (3) YES (1) BURIED (2) PAVEMENT COVERED (3) YES (1)N0(2) PRECAST (1) BRICK (2) FIBER (3) OTHER (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) INCHES AT BARREL INCHES RIM TO SHELF m Yl NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) I^YES (1)N0(2) & ASSOCIATES, INC. PROJECT:XjliAVN^ MH# lQ|K. JOB N0.Z7yK-Y BY: ^^DATE: 7^/^-^! LOCATION: KXIAQV, ^f?^^rVvi^ . SHEET OF CARLSBAD MUNICIPAL WATER DISTRICT Agua Hedionda Sewer Inspection Surface Photo ofMH #11 (concrete encased) Inside Photo ofMH #11 Job # 2798-04 Date: 11/02/01 MANHOLE INSPECTION REPORT LID/RIM SURFACE /-RIM ELEV: COMMENTS ON EXISTING CONDITIONS: MH LID: 1 PIECE: 2 PIECE | | LABELED: STEPS/RUNGS MHRIM: WN CONE: ey^c5^ MH STEPS/RUNGS: PLASTIC | | ST^L MH SHAFTING: CONE SHAFTING 1^ 4 RA.«5FV BASE-/ TYPICAL MANHOLE CROSS-SECTION MH RINGJOINTS: MASTIcf^ GROUT Q GJC 3 N MH BASE; f n.-^iTP^'S^ MH SHELF: ^•.tA^C>ci^e oyi^l?sJ MH FLOWLINE: C Hi/^ MH LINING: MH LOCATION: ^ FLUSH W/SURFACE: COVER: ACCESSIBLE: PONDING: INCHES: CONSTRUCTION: CASTING FfT: T MH CONDITION: MH WIDTH: MH DEPTH: [ ^ # OF INVERTS: ROOTS IN MH: DEBRIS: INFILTRATION: NHOLE INVERTS DEPTH FROM RIM PAVED (1) UNPAVED (2) YES (1) NO (2) SOLID (1) VENTED (2) BOLTED (3) YES (1) BURIED (2) PAVEMENT COVERED (3) YES (1)NO (2) PRECAST (1) BRICK (2) FIBER (3) OTHER (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) INCHES AT BARREL INCHES RIM TO SHELF lfi3 NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) 4 3 YES (1)NO(2) 1>1 1>1 K & ASSOCIATES, INC. JOB NO-ZT^f?-^ BY: £^ DATE:7-f?-0| PROJECT: Cfl^V)'^ MH# LOCATION: ^^^>v• VVcp^Vw^ SHEET OF CARLSBAD MUNICIPAL WATER DISTRICT Agua Hedionda Sewer Inspection Surface Photo ofMH #12 (concrete encased) Inside Photo ofMH #12 Job # 2798-04 Date: 11/02/01 MANHOLE INSPECTION REPORT COMMENTS ON EXISTING CONDITIONS: MH LID: 1 PIECE: [0] 2 PIECE Q LABELED: ^^^A\KXU^ MH RIM: \9. \.Af.0^.yx}^ —Lc?x-a7b\ O*^ MH CONE:. STEPS/RUNGS: PLASTIC _ STHEL MH SHAFTING: ^£ MH RING JOINTS: MASTIcj | GROUT []]] MH BASE: ; ^V\^ye^,€, MH SHELF: -eViyjO^ US MH FLOWLINE: ^(T^WOC^^^^ MH LINING: \Aj^V\j^ LID/RIM SURFACE •RIM ELEV: STEPS/RUNGS CONE SHAFTING BASE- TYPICAL MANHOLE CROSS-SECTION N IE = 0 W IE = 0 N t IE = E IE = 0 0 MANHOLE INVERTS DEPTH FROM RIM \ 3 MH LOCATION: FLUSH W/SURFACE: i COVER: ACCESSIBLE: PONDING: INCHES: \%\ CONSTRUCTION: CASTING FfT: ^ MH CONDITION: MH WIDTH: MH DEPTH: # OF INVERTS: ROOTS IN MH: DEBRIS: INFILTRATION: PAVED (1) UNPAVED (2) YES (1) NO (2) SOLID (1) VENTED (2) BOLTED (3) Uc))^;^ ^ YES (1) BURIED (2) PAVEMENT COVERED (3) YES (1)NO(2) PRECAST (1) BRICK (2).FIBER (3) OTHER (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) INCHES AT BARREL INCHES RIM TO SHELF NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) YES (1)N0(2) ASSOCIATES, INC. PROJECT: r.<KK\>J>Q JOB NO.T^SSzfL BY:^££_ DATE:J7dVO\ MH # ifL LOCATION: ^cc^i^ \\^::r>wiA SHEET CARLSBAD MUNICIPAL WATER DISTRICT Agua Hedionda Sewer Inspection Surface Photo ofMH #13 (concrete encased) Inside Photo ofMH #13 Job # 2798-04 Date: 11/02/01 Qv;^ ' MANHOLE INSPECTION REPORT LID/RIM SURFACE RIM ELEV: ^SURFACE COMMENTS ON EXISTING CONDITIONS: MH LID: 1 PIECE: 2 PIECE Q LABELED: STEPS/RUNGS MH RIM: KllA 0^>MX>\f^ MH CONE: STEPS/RUNGS: PLASTIC STEEL MH SHAFTING: CONE SHAFTING BASE^ TYPICAL MANHOLE CROSS-SECTION MH RING JOINTS: MASTIcj | GROUT Q MH BASE: 1 N W IE = 0 IE = 0 0 IE = 0 MANHOLE INVERTS DEPTH FROM RIM 1 MH SHELF: MH FLOWLINE: MH LINING: MH LOCATION: •a FLUSH W/SURFACE: I COVER: 1 ^ ACCESSIBLE: 1 PONDING: INCHES: CONSTRUCTION: T] CASTING FfT: MH CONDITION: MH WIDTH: o MH DEPTH: | # OF INVERTS: @ ROOTS IN MH: CD PAVED (1) UNPAVED (2) YES (1)N0 (2) SOLID (1) VENTED (2) BOLTED (3) YES (1) BURIED (2) PAVEMENT COVERED (3) YES (1)N0 (2) PRECAST (1) BRICK (2) FIBER (3) OTHER (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) INCHES AT BARREL INCHES RIM TO SHELF DEBRIS: INFILTRATION: m NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) YES (1)N0 (2) k ASSOCIATES, INC. PROJECT: r ^KV.^>(^ JOB NO.?7y^ 'H BY:V.O DATE:2d-3tDl MH# LOCATION: ^QA^ "^.^As.O/S ch. FFT OF 0 SHEET CARLSBAD MUNICIPAL WATER DISTRICT Agua Hedionda Sewer Inspection Surface Photo of MH #14 Inside Photo ofMH #14 Job # 2798-04 Date: 11/02/01 MANHOLE INSPECTION REPORT LID/RIM SURFACE RIM ELEV: COMMENTS ON EXISTING CONDITIONS: MH LID: LABELED: ): 1 PIECE: 2 PIECE []J ED- ^ ' MH RIM: STEPS/RUNGS: PLASTIC^ ^TEEL MH SHAFTING MH RING JOINTS: MASTIcj | GROUT Q MH BASE: ( OXTKC^ MH SHELF: MH FLOWLINE: ^^gvr^)d2^ MH LINING: [.CKKq,-^0 STEPS/RUNGS MHC0NE:4ja^(vrP^ ^ •e)^'^^^^^ CONE SHAFTING • FLOWLINE-v^ j I •.J BASE- TYPICAL MANHOLE CROSS-SECTION N 0 =: \ E 0 MANHOLE INVERTS MH LOCATION: FLUSH W/SURFACE: COVER: ACCESSIBLE: PONDING: INCHES: 1^ CONSTRUCTION: CASTING FfT: < MH CONDITION: MH WIDTH: MH DEPTH: i # OF INVERTS: ROOTS IN MH: DEBRIS: INFILTRATION: DEPTH FROM RIM PAVED (1) UNPAVED (2) YES (1) NO (2) SOLID (1) VENTED (2) BOLTED (3) YES (1) BURIED (2) PAVEMENT COVERED (3) YES (1)NO (2) PRECAST (1) BRICK (2) FIBER (3) OTHER (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) INCHES AT BARREL INCHES RIM TO SHELF f[~] NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) n NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) YES (1)N0 (2) • 7.-7yg-^ BY: Y.^FDATE:"i^ & ASSOCIATES, INC. PROJECT: CJKA.V:^ JOB NO , , _ MH# ]^ LOCATION: \^r.u^ \4>XXt^\cK CCT OF ^ SHEET CARLSBAD MUNICIPAL WATER DISTRICT Agua Hedionda Sewer Inspection Surface Photo ofMH #15 Inside Photo of MH#15 Job # 2798-04 Date: 11/02/01 MANHOLE INSPECTION REPORT LID/RIM SURFACE •RIM ELEV: COMMENTS ON EXISTING CONDITIONS: MH LID: ^lECE LABELED: CONE 2PIECE • STEPS/RUNGS MH RIM: MHCONE: CMAOOP^T SHAFTING SHELF--^ STEPS/l^l|NGS: PLASTIC Q STEEL BASE^ TYPICAL MANHOLE CROSS-SECTION MH SHAFTING: I N 0 MH RING JOINTS: MASTIcfT] GROUT Q N E IE 0 = 0 MH BASE: CQ^C^. MANHOLE INVERTS MH LOCATION: MH SHELF: COATAN?. FLUSH W/SURFACE: ^ COVER: ^^\( ^ ACCESSIBLE: ^ ^A'vfeb^'^ ^ fW^<fepONDING: MH FLOWLINE: MH LINING: VA^^A^ INCHES: CONSTRUCTION: CASTING FfT: MH CONDITION: MH WIDTH: MH DEPTH: ^ # OF INVERTS: ROOTS IN MH: DEBRIS: INFILTRATION: DEPTH FROM RIM PAVED (1) UNPAVED (2) YES (1) NO (2) SOLID (1) VENTED (2) BOLTED (3) YES (1) BURIED (2) PAVEMENT COVERED (3) YES (1)NO(2) PRECAST (1) BRICK (2) FIBER (3) OTHER (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) INCHES AT BARREL INCHES RIM TO SHELF m NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) [Tl NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) ^ YES (1) NO (2) L k ASSOCIATES, INC. PROJECT: CAJ^V/OO JOB N0.ZZ2£rfL BY: DATE: ^-/(^-(^ 1, MH #_X^II LOCATION: A^u^ Wy^A^r^^iA SHEET OF CARLSBAD MUNICIPAL WATER DISTRICT Agua Hedionda Sewer Inspection Surface Photo of MH#16 Inside Photo ofMH #16 Job # 2798-04 Date: 11/02/01 MANHOLE INSPECTION REPORT LID/RIM -\ /-RIM ELEV: SURFACE-^ COMMENTS ON EXISTING CONDITIONS: MH LID: 1 PIECE: ^ 2 PIECE | | CONE LABELED: JOINT STEPS/RUNGS- MH RIM: MH CONE: C^ px^f' -it: % JOINT — JOINT ^ / • SHELF- SHAFTING STEPS/RUNGS: PLASTIC [7] SFEEL ^ i i FLOWLINE^ If BASE- TYPICAL MANHOLE CROSS-SECTION MH SHAFTING N 0 MH RING JOINTS: MASTIC| | GROUT [^\ N \ E 0 0 MH BASE: U91/^^/^fv^ MANHOLE INVERTS DEPTH FROM RIM MH SHELF: MH FLOWLINE: C i(7^vt-g MH LINING: CXA/v/ MH LOCATION: FLUSH W/SURFACE: COVER: ACCESSIBLE: PONDING: INCHES: p7|[^ CONSTRUCTION: CASTING FIT: MH CONDITION: MH WIDTH: ^ MH DEPTH: # OF INVERTS: ROOTS IN MH: DEBRIS: INFILTRATION: o PAVED (1) UNPAVED (2) YES (1) NO (2) SOLID (1) VENTED (2) BOLTED (3) YES (1) BURIED (2) PAVEMENT COVERED (3) YES (1)NO(2) PRECAST (1) BRICK (2) FIBER (3) OTHER (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) INCHES AT BARREL ^ INCHES RIM TO SHELF [\| NONE (1) LIGHT (2) MEDIUM (3) HEAVY f4) I NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) YES {1)N0(2) m n IK k ASSOCUTES, INC. PROJECT: C JM^WO) MH # \^ LOCATION SHEET OF _ JOB N0.^7f?^-7 BY: ^£1 DATE: 7-/^^0 CARLSBAD MUNICIPAL WATER DISTRICT Agua Hedionda Sewer Inspection Surface Photo of MH #17 Inside Photo of MH#17 Job # 2798-04 Date: 11/02/01 MANHOLE INSPECTION REPORT COMMENTS ON EXISTING CONDITIONS: LID/RIM SURFACE-\ •RIM ELEV: MH LID: 1 PIECE: 2 PIECE | | LABELED: STEPS/RUNGS- CONE MH RIM MH CONE: Ci^y^J^ i f^vf^^^^ JOINT JOINT JOINT M SHAFTING STEPS/RUNGS: PLASTIC j SHELF-^ BASE^ TYPICAL MANHOLE CROSS-SECTION MH SHAFTING: __£, r MH RING JOINTS: MASTIcj | GROUT Q N MH BASE MANHOLE INVERTS DEPTH FROM RIM MH SHELF MH FLOWLINE: (^ti^C MH LINING: C rX/^Sl>^^(XQ^ MH LOCATION: FLUSH W/SURFACE: COVER: ACCESSIBLE: PONDING: INCHES: CONSTRUCTION: CASTING FIT: MH CONDITION: MH WIDTH: [Q 0 rj a MH DEPTH: ^ 0£ # OF INVERTS: ^ ROOTS IN MH: DEBRIS: PAVED (1) UNPAVED (2) YES (1)N0{2) SOLID (1) VENTED (2) BOLTED (3) YES (1) BURIED (2) PAVEMENT COVERED (3) YES (1)N0(2) PRECAST (1) BRICK (2) FIBER (3) OTHER (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) INCHES AT BARREL INCHES RIM TO SHELF INFILTRATION: NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) m NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) YES (1)NO(2) PROJECT: (^^VN^ JOB NO.. BY: ^ DATE: JZl/^Vj MH# LOCATION: kr^tKd ' \^cg(AWv^fi SHEET OF CARLSBAD MUNICIPAL WATER DISTRICT Agua Hedionda Sewer Inspection Surface Photo ofMH #18 Inside Photo ofMH #18 Job # 2798-04 Date: 11/02/01 : MANHOLE INSPECTION REPORT LID/RIM SURFACE \ ^ V -\\ / \ \ SURFACE-vs^ COMMENTS ON EXISTING CONDITIONS: '^bjcrVsfilS^ MH LID: 1 PIECE: 2 PIECE Q LABELED: \N£Z STEPS/RUNGS MH RIM: Xi CJ^<<F^\ry^ MH CONE: STEPS/RUNGS: PLASTIC Q STEEL -COI^IE U vj__ SHAFTING MH SHAFTING MH RING JOH^TS: MASTIC| | GROUT Q BASE^ TYPICAL MANHOLE CROSS-SECTION 0 N MH BASE: (ZP^^^Jh^^ MANHOLE INVERTS MH SHELF: C HK/K C^^^^ MH FLOWLINE: MH LINING: MH LOCATION: FLUSH W/SURFACE: COVER: ACCESSIBLE: PONDING: INCHES: CONSTRUCTION: CASTING FIT: MH CONDITION: MH WIDTH: MH DEPTH: # OF INVERTS: ROOTS IN MH: DEBRIS: INFILTRATION: n 31 m •a [arc DEPTH FROM RIM PAVED (1) UNPAVED (2) V YES (1) NO (2) ^•;>^]^^5bac\ SOLID (1) VENTED (2) BOLTED (3) YES (1) BURIED (2) PAVEMENT COVERED (3) YES (1)N0(2) PRECAST (1) BRICK (2) FIBER (3) OTHER (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) INCHES AT BARREL INCHES RIM TO SHELF m NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) TOYES (1)N0(2) PROJECT: T^WNO JOB NO.^Tyf^-y BY: %^ DATE: 1-I(^X>\ LOCATION: ^^UOs. \A-i'AV)wj.^ PPT OF MH# SHEET CARLSBAD MUNICIPAL WATER DISTRICT Agua Hedionda Sewer Inspection Surface Photo ofMH #19 (concrete encased) Inside Photo ofMH #19 Job # 2798-04 Date: 11/02/01 MANHOLE INSPECTION REPORT LID/RIM COMMENTS ON EXISTING CONDITIONS: MH LID: LABELED: 1 PIECE: 2 PIECE SURFACE- STEPS/RUNGS RIM ELEV: ^SURFACE MH RIM: MHCONE: C^Wl^C/-e^g^^<£r CONE SHAFTING STEPS/RUNGS: PLASTIC ' LJ SipEL MH SHAFTING: BASE- TYPICAL MANHOLE CROSS-SECTION N MH RING JOINT;5^ MASTIcj | GROUT | | MH BASE: C^O^ >O^W'-€^ N 0 — \ E =r-IE 0 = 0 1/ MANHOLE INVERTS 1^6 S^^^ MH SHELF: 6-r MH FLOWLINE: r pWr>i^. MH LINING: ^ X^Vvi^X^ArGx^ MH LOCATION: FLUSH W/SURFACE: COVER: ACCESSIBLE: PONDING: INCHES: CONSTRUCTION: CASTING FIT: MH CONDITION: MH WIDTH: MH DEPTH: # OF INVERTS: ROOTS IN MH: DEBRIS: INFILTRATION: m n 5 DEPTH FROM RIM PAVED (1) UNPAVED (2) YES (1) NO (2) SOLID (1) VENTED (2) BOLTED (3) I YES (1) BURIED (2) PAVEMENT COVERED (3) YES (1)NO(2) PRECAST (1) BRICK (2) FIBER (3) OTHER (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) INCHES AT BARREL INCHES RIM TO SHELF 9 NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) m NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) YES {1)N0(2) PROJECT: r .g^Vj^v^^V^ J3 MH# _ LOCATION SHEET OF )."Z7^g.-9BY:V^eDATE: 7-/6r6l JOB NO c : : : : : z z L [ : [ E : : CARLSBAD MUNICIPAL WATER DISTRICT Agua Hedionda Sewer Inspection Surface Photo ofMH #20 (in volleyball court, covered by blue pad) Inside Photo ofMH #20 Job # 2798-04 Date: 11/02/01 0 MANHOLE INSPECTION REPORT LID/RIM •RIM ELEV: ^SURFACE COMMENTS ON EXISTING CONDITIONS: MH LID: 1 PIECE: [p 2 PIECE j j LABELED: STEPS/RUNGS MH RIM: \^ MH C0NE:_L£HxO STEPS/RUNGS: PLASTIC | j STEEL CONE SHAFTING ,y jot- BASE- TYPICAL MANHOLE CROSS-SECTION 7' MH SHAFTING: f^^^^ kO^ i N J0 MH RIN^OINTS: MASTIcj | GROUT | | MH BASE: MANHOL \ E j IE — 0 INVERTS DEPTH FROM RIM MH SHELF: (U>^^re\u>L|€>^ T MH FLOWLINE: rfOUrv^)rf, MH LINING: VAQ IAP, MH LOCATION: FLUSH W/SURFACE: COVER: ACCESSIBLE: PONDING: INCHES: jZHf? CONSTRUCTION: CASTING FIT: ^ MH CONDITION: MH WIDTH: MH DEPTH: # OF INVERTS: ROOTS IN MH: DEBRIS: INFILTRATION: PAVED (1) UNPAVED (2) YES (1) NO (2) SOLID (1) VENTED (2) BOLTED (3) ^ YES (1) BURIED (2) PAVEMENT COVERED (3) YES (1)NO(2) PRECAST (1) BRICK (2) FIBER (3) OTHER (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) INCHES AT BARREL INCHES RIM TO SHELF NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) U] NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) [^YES (1)NO(2) JOB NO. Z7yg~^ BY: ^^DATE: 7-|7-o" PROJECT: ^.jlKV^^ MH# ^ eO / _LOCATION: KfVtA^ VVpll;rw^ ^ M^W^v/'^^lV Cn,^^ SHEET OF ^ 1 CARLSBAD MUNICIPAL WATER DISTRICT Agua Hedionda Sewer Inspection Surface Photo ofMH #21 (buried under woodpile, in sand) Inside Photo ofMH #21 Job # 2798-04 Date: 11/02/01 V V MANHOLE INSPECTION REPORT COMMENTS ON EXISTING CONDITIONS: MH LID: 1 PIECE: [[] 2 PIECE LABELED MH RIM: Wv,pi: STEPS/RUNGS: PLASTIC STEEL MH SHAFTING: f^y^^f^i ^Ab- MH RING JOINTS: MASTICT"] GROUT 7 MH BASE: CCXKOC^^^ MH SHELF: _g MH FLOWLINE: Cj^fty^. MH LINING: VM9W-6/ •RIM ELEV: LID/RIM SURFACE^ STEPS/RUNGS CONE SHAFTING BASE- TYPICAL MANHOLE CROSS-SECTION N MH LOCATION: FLUSH W/SURFACE: COVER: ACCESSIBLE: PONDING: INCHES: CONSTRUCTION: 2: EE] CASTING Frr: MH CONDITION: MH WIDTH: MH DEPTH: # OF INVERTS: ROOTS IN MH: DEBRIS: INFILTRATION: n 3 •6 MANHOLE INVERTS DEPTH FROM RIM 2}^AVED (1) UNPAVED (2) YES (1) NO (2) SOLID (1) VENTED (2) BOLTED (3) YES (1) BURIED (2) PAVEMENT COVERED (3) YES (1)NO(2) X 1, ffl PRECAST (1) BRICK (2) FIBER (3) OTHER (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) INCHES AT BARREL INCHES RIM TO SHELF NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) I^YES (1)NO(2) ASSOCIATES, INC. PROJECT: ClkKViSs^K^ JOB NO.T:?^ BY:^^ DATE: '?•'{ >0 ( MH # 7A LOCATION: V\-^Alrvv(^ /^^^ A OF ' SHEET CARLSBAD MUNICIPAL WATER DISTRICT Agua Hedionda Sewer Inspection Surface Photo ofMH #22 (buried in dirt) Inside Photo ofMH #22 Job # 2798-04 Date: 11/02/01 MANHOLE INSPECTION REPORT COMMENTS ON EXISTING CONDITIONS: MH LID: 1 PIECE: [|]] 2 PIECE Q LABELED: ^ MH RIM m CONE STEPS/RUNGS: PLASTIC |_J STEE MH SHAFTING: ^,>C MH RING JOINTS: MASTIcj | GROUT f MH BASE: ^Or\C.K^y MH SHELF: €yi^>^^ \^ MH FLOWLINE: CXXA C MH LINING: \/\JWf^ LID/RIM SURFACE-v^ RIM ELEV: ^SURFACE STEPS/RUNGS CONE SHAFTING I .IfLQmJ^IE^ I BASE^ TYPICAL MANHOLE CROSS-SECTION N 0 s IE = MANHOLE INVERTS DEPTH FROM RIM MH LOCATION: FLUSH W/SURFACE: COVER: ACCESSIBLE: PONDING: INCHES: CONSTRUCTION: CASTING Frr: MH CONDITION: MH WIDTH: MH DEPTH: # OF INVERTS: ROOTS IN MH: DEBRIS: INFILTRATION: 2: o PAVED (1) UNPAVED (2) YES (1) NO (2) SOLID (1) VENTED (2) BOLTED (3) YES (1) BURIED (2) PAVEMENT COVERED (3) YES (1)NO(2) PRECAST (1) BRICK (2) FIBER (3) OTHER (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) INCHES AT BARREL INCHES RIM TO SHELF NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) 2^ YES (1) NO (2) JOB NO.77^8-^ BY:U^DATE: 7-l7-t^' LOCATION: Ai^a, K-pA^.r^io. ASSOCUTES, INC. PROJECT:_C^A£vS^ MH#_3i SHEET OF CARLSBAD MUNICIPAL WATER DISTRICT Agua Hedionda Sewer Inspection Surface Photo of MH #23 (concrete encased) Inside Photo ofMH #23 Job # 2798-04 Date: 11/02/01 X MANHOLE INSPECTION REPORT LID/RIM -\ /-RIM ELEV: SURFACE— COMMENTS ON EXISTING CONDITIONS: MH LID: 1 PIECE: [J] 2 PIECE Q LABELED: MH RIM: CONE: -e^(gr^^.Hr MH JOINT STEPS/RUNGS-/. •V. \- i JOINT 1 1 JOINT = CONE SHAFTING SHELF-^ I lELOwyi^::^ I STEPS/RUN UNGS: PLASTIC • STEEL M 7 MH SHAFTING: .fej^^^gfbfi^j |^ BASE- TYPICAL MANHOLE CROSS-SECTION N MH RING JOII^S: MASTIC| | GROUT Q N 0 7 5<'E IE 0 0 MH BASE: \y^\:^ \ KQiK{:K^e^ MANHOLE INVERTS DEPTH FROM RIM SHELF: \^s\r \^.^t\.^2^ MH MH FLOWLINE: .Vvy^V^ ^QAOT^ MH LINING: VAcKlP 2. MH LOCATION: FLUSH W/SURFACE: COVER: ACCESSIBLE: PONDING: INCHES: CONSTRUCTION: CASTING FIT: MH CONDITION: MH WIDTH: ' MH DEPTH: # OF INVERTS: ROOTS IN MH: DEBRIS: INFILTRATION: CQ z= PAVED (1) UNPAVED (2) YES {1)N0 (2) SOLID (1) VENTED (2) BOLTED (3) YES (1) BURIED (2) PAVEMENT COVERED (3) YES (1)N0(2) PRECAST (1) BRICK (2) FIBER (3) OTHER (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) INCHES AT BARREL INCHES RIM TO SHELF NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) [Pl NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) [^YES (1)N0(2) |& ASSOCIATES, INC. PROJECT: CKV^^X) MH# LOCATION: SHEET OF JOB N0.^7^8'-tf BY:^ ^K^Qdk CARLSBAD MUNICIPAL WATER DISTRICT Agua Hedionda Sewer Inspection Surface Photo of MH #23A (located MH not shown on plans or map) Inside Photo ofMH #23A Job # 2798-04 Date: 09/11/01 MANHOLE INSPECTION REPORT LID/RIM SURFACE^ •RIM ELEV: COMMENTS ON EXISTING CONDITIONS: MH LID: 1 PIECE: [j^ 2 PIECE | | CONE LABELED: STEPS/RUNGS JOINT MHRIM: uV^i^LvA^A. TiPC^^g^b^^ MHCONE: / cVN^Sj^W-T^^^^^^t/^ i^_JOINT i=:..„-i01NI SHELF FLOWLINE STEPS/RUNGS: PLASTIC] |STEEL p)Z| Ml;l SHIFTING: -6o(/w^^ -fe^^ BASE SHAFTING TYPICAL MANHOLE CROSS-SECTION i MH RING JOINTS: MASTIcj | GROUT "7 N MH BASE: (jgVvArg MANHOLE INVERTS DEPTH FROM RIM MH SHELF: CQU\fyN>. IS MH FLOWLINE MH LINING: \^\^VV9^ MH LOCATION: FLUSH W/SURFACE: COVER: ACCESSIBLE: PONDING: INCHES: fTl CONSTRUCTION: CASTING FfT: H MH CONDITION: MH WIDTH: MH DEPTH: # OF INVERTS: ROOTS IN MH: DEBRIS: INFILTRATION: cr m PAVED (1) UNPAVED (2) YES (1)NO(2) SOLID (1) VENTED (2) BOLTED (3) YES (1) BURIED (2) PAVEMENT COVERED (3) YES (1)NO(2) PRECAST (1) BRICK (2) FIBER (3) OTHER (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) INCHES AT BARREL INCHES RIM TO SHELF [71 NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) [\~| NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) 1^ YES (1)N0(2) PROJECT: C JOB NO.^^/?-^ BY:f DATE: 7^/ MH ^J22:^ LOCATION: S\^.WL\\C r\ K^r.Awaa».^ ftWv 6^\ftJ^]Q^ SHEET : : ; E : c : : [ : z c : I c CARLSBAD MUNICIPAL WATER DISTRICT Agua Hedionda Sewer Inspection Surface Photo of MH #24 Inside Photo ofMH #24 Job # 2798-04 Date: 09/11/01 MANHOLE INSPECTION REPORT COMMENTS ON EXISTING CONDITIONS: MH LID: 1 PIECE: 2 PIECE Q LABELED: MH RIM: (A C_r^< '^/1^0>W MH CONE: STEPS/RU.NG8:. PLASTIQ STEEL MH SHAFTING: MH RING JOINTS: MASTIcj | GROUT Zk MH BASE: \>(-\cV^ ^ C DUlC^f^A^ MH SHELF: , \ rJ^^\^{;>^l^ MH FLOWLINE: _^1S%,4J£:QSIL^ MH LINING: WaA^ LID/RIM SURFACE RIM ELEV: ^SURFACE STEPS/RUNGS CONE SHAFTING BASE- TYPICAL MANHOLE CROSS-SECTION N IE = 0 W IE = 0 N IE = S IE = 0 MH LOCATION: FLUSH W/SURFACE: COVER: ACCESSIBLE: PONDING: INCHES: CONSTRUCTION: CASTING FIT: MH CONDITION: MH WIDTH: MH DEPTH: # OF INVERTS: ROOTS IN MH: DEBRIS: INFILTRATION: MANHOLE INVERTS DEPTH FROM RIM ^ PAVED (1) UNPAVED (2) ^YES (1)N0 (2) rn SOLID (1) VENTED (2) BOLTED (3) [J_ YES (1) BURIED (2) PAVEMENT COVERED (3) YES (1)N0(2) SB m PRECAST (1) BRICK (2) FIBER (3) OTHER (4) ^7 _] GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) (51 GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) INCHES AT BARREL pf] INCHES RIM TO SHELF NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) 40NE (1) LIGHT (2) MEDIUM (3) HEAVY (4) ^YES (1)NO(2) & ASSOCUTES, INC. PROJECT: r.PAMO^ MH # LOCATION: Co^ C JOB NO. JZLlSli BY:i^ DATE: "7- /^01 SHEET OF CARLSBAD MUNICIPAL WATER DISTRICT Agua Hedionda Sewer Inspection Surface Photo of MH #25 Inside Photo of MH #25 (heavy debris, clogged line) r 7 Job # 2798-04 Date: 09/11/01 I LID/RIM^ RIM ELEV: COMMENTS ON EXISTING CONDITIONS: ^ MH LID: 1 PIECE: Q] 2 PIECE LABELED: yV^S> ^ ^jSiXi^A MHRIM: i>uJv\A r,OV-V-r!:^\d:i^ MH CONE: 1/V(5)V/^^ STEPS/RUNGS: PLASTIC Q STEEL MH SHAFTING: ro{^Oy^ STEPS/RUNGS CONE SHAFTING BASE TYPICAL MANHOLE CROSS-SECTION MH RING JglNTS: MASTIcj | GROUT Q N MH BASE:^ CX>^-<:^hp V MANHOLE INVERTS DEPTH FROM RIM MH SHELF: ^ M^Sv\)W/ MH FLOWLINE: ^ 7 MH LINING: MH LOCATION: FLUSH W/SURFACE: LD COVER: ACCESSIBLE: PONDING: INCHES: CONSTRUCTION: CASTING FIT: MH CONDITION: MH WIDTH: MH DEPTH: # OF INVERTS: ROOTS IN MH: DEBRIS: INFILTRATION: PAVED (1) UNPAVED (2) YES (1)N0(2) SOLID (1) VENTED (2) BOLTED (3) YES (1) BURIED (2) PAVEMENT COVERED (3) YES (1)NO(2) PRECAST (1) BRICK (2) FIBER (3) OTHER (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) INCHES AT BARREL 3 INCHES RIM TO SHELF NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) 2] NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) ~ YES (1)N0(2) PROJECT: C(^\p'0 MH# IJ:^ SHEET JOB NO. T799rH BY:DATE: "7-(^-Q\ LOCATION: S>>V)^wV>. oV jVA- ^^o^Cy CARLSBAD MUNICIPAL WATER DISTRICT Agua Hedionda Sewer Inspection V Surface Photo of MH #27 (no MH#26 plans show MH to be in harbor) Inside Photo ofMH #27 Job # 2798-04 Date: 09/11/01 MANHOLE INSPECTION REPORT LID/RIM SURFACE RIM ELEV: ^SURFACE COMMENTS ON EXISTING CONDITIONS: MH LID: ^ 1 PIECE: [Q 2 PIECE LABELED: STEPS/RUNGS MH RIM: 4^ lid MH CONE: ^o^-c^ -e^cf^ kCr CONE SHAFTING I j FLOWLINE- STEPS/RUNGS: PLASTIC STEEL MH SHAFTING: OPU^^W.^ S^^Jj.!^ MH RINGJOINTS: MASTIcj | GROUT | | BASE^ TYPICAL MANHOLE CROSS-SECTION N MH BASE MANHOLE INVERTS DEPTH FROM RIM SHELF: Wlr_Vs CouvOcA--^ MH MH FLOWLINE:.^Q>^VV^ f.f'^/MX^ MH LINING: IA4?\A;gx MH LOCATION: FLUSH W/SURFACE: COVER: ACCESSIBLE: PONDING: INCHES: CONSTRUCTION: CASTING FIT: T MH CONDITION: MH WIDTH: MH DEPTH: # OF INVERTS: ROOTS IN MH: DEBRIS: INFILTRATION: 1 1 m SIS PAVED (1) UNPAVED (2) YES (1) NO (2) SOLID (1) VENTED (2) BOLTED (3) YES (1) BURIED (2) PAVEMENT COVERED (3) YES (1)NO(2) PRECAST (1) BRICK (2) FIBER (3) OTHER (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) INCHES AT BARREL INCHES RIM TO SHELF NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) YES (1)NO (2) k ASSOCIATES. INC. PROJECT: CfjVVyv,^ MH# IT? JOB N0.222Bli_ BY: DATE:7-/7-Q V LOCATION: /U/v/vi/x^ <)c, SHEET OF CARLSBAD MUNICIPAL WATER DISTRICT Agua Hedionda Sewer Inspection Surface Photo of MH#28 Inside Photo ofMH #28 Job # 2798-04 Date: 09/11/01 NHOLE INSPECTION REPORT LID/RIM SURFACE 2^ •RIM ELEV: ^SURFACE COMMENTS ON EXISTING CONDITIONS: MH LID: ^ 1 PIECE: Q] 2 PIECE | | LABELED: STEPS/RUNGS JOINT MH RIM: JOINl^^ A MH CONE: ^t^,s(x^-f^^i^>ar^ e^rWfec&- STEPS/RUNGS: PLASTIC Q STEEL V SHAFTING MH SHAFTING: MH RING JOINTS: MASTIC| | GROUT JK] I ' FLOWLINE BASE TYPICAL MANHOLE CROSS-SECTION HO kteJ^ N IE=' J0 N 0 IE = MH BASE: TiTvUvf ^ MANHOLE INVERTS DEPTH FROM RIM MH SHELF: MH FLOWLINE: C (2,^ SireX MH LINING: MH LOCATION: FLUSH W/SURFACE: COVER: ACCESSIBLE: PONDING: INCHES: tu CONSTRUCTION: CASTING FIT: 7 MH CONDITION: MH WIDTH: MH DEPTH: m # OF INVERTS: m ROOTS IN MH: DEBRIS: INFILTRATION: 1 0 PAVED (1) UNPAVED (2) YES (1) NO (2) SOLID (1) VENTED (2) BOLTED (3) YES (1) BURIED (2) PAVEMENT COVERED (3) YES (1)NO (2) PRECAST (1) BRICK (2) FIBER (3) OTHER (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) INCHES AT BARREL INCHES RIM TO SHELF ^ NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) M NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) ^YES {1)NO(2) [k ASSOCIATES, INC. PROJECT: C^AM^'C^ JOB N0.27?g-^ BY:^^ DATE: 17^0> 7^ LOCATION: ^^W^^. ^ ^ MH# SHEET OF CARLSBAD MUNICIPAL WATER DISTRICT Agua Hedionda Sewer Inspection Surface Photo ofMH #29 Inside Photo ofMH #29 Job # 2798-04 Date: 09/11/01 V MANHOLE INSPECTION REPORT LID/RIM ^RIM ELEV: SURFACE ;;--s^ ,.\ Z ^.^Uf^^ACE COMMENTS ON EXISTING CONDITIONS: MH LID: 1 PIECE: Q]] 2 PIECE j | LABELED STEPS/RUNGS MH RIM: UA^\/ril T CH-<t::^.5v'\ MH CONE: Ci>\CxT.^r^f STEPS/RUNGS: PLASTIC | | STEEL CONE SHAFTING 1 MH SHAFTING: f D^c^-^^ -eyi^cfe<g^ \^ MH RING JOINTS: MASTIcj | GROUT i FLOWLINE-^ i I BASE^ TYPICAL MANHOLE CROSS-SECTION [ N IE = 0 W IE = 0" 0 IE = N MH BASE:_i::^^c>tN^^.f^ ^>fi^M^^Hj- S IE = 0 MANHOLE INVERTS DEPTH FROM RIM MH SHELF: -g^ft MH FLOWLINE: ^-O\A0t^pkQ^ MH LINING: i/\£> \f^R^ MH LOCATION: FLUSH W/SURFACE: COVER: ACCESSIBLE: PONDING: INCHES: [TUFpl CONSTRUCTION: CASTING FIT: 7 MH CONDITION: MH WIDTH: MH DEPTH: ^ # OF INVERTS: ROOTS IN MH: DEBRIS: INFILTRATION: PAVED (1) UNPAVED (2) YES (1) NO (2) SOLID (1) VENTED (2) BOLTED (3) YES (1) BURIED (2) PAVEMENT COVERED (3) YES (1)N0 (2) PRECAST (1) BRICK (2) FIBER (3) OTHER (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) INCHES AT BARREL INCHES RIM TO SHELF NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) g]YES (1)N0(2) & ASSOCIATES, INC. PROJECT: r^lkASiOO JOB NO.77?^' ^ BY: jgfl DATE:7-\7-0\ MH # LOCATION: YC^OTV- S^C. SHEET OF CARLSBAD MUNICIPAL WATER DISTRICT Agua Hedionda Sewer Inspection Surface Photo ofMH #30 Inside Photo ofMH #30 Job # 2798-04 Date: 09/11/01 MANHOLE INSPECTION REPORT LID/RIM RIM ELEV: COMMENTS ON EXISTING CONDITIONS: MH LID: 1 PIECE: [J] 2 PIECE | | LABELED SURFACE STEPS/RUNGS MH RIM: MH CONE: ^ CONE SHAFTING ' FLOWLINE^ STEPS/RUNGS: PLASTIC Q STEEL BASE- TYPICAL MANHOLE CROSS-SECTION MH SHAFTING: (-eX\Arg N IE = 0 MH RING JOINTS: MASTIcj | GROUT 7. MH BASE: CoWpCM^^e/ e^.^C!g=<^(^ MH SHELF: "^^jO^^^^^^ ^<<^ MH FLOWLINE: CJ>lA£)Cgjr^ MH LINING: U^|/^^N^, MH LOCATION: FLUSH W/SURFACE: COVER: ACCESSIBLE: PONDING: INCHES: CONSTRUCTION: CASTING FIT: ^. MH CONDITION: MH WIDTH: MH DEPTH: ^ # OF INVERTS: ROOTS IN MH: DEBRIS: INFILTRATION: MANHOLE INVERTS DEPTH FROM RIM ff] PAVED (1) UNPAVED (2) YES (1)NO(2) M SOLID (1) VENTED (2) BOLTED (3) YES (1) BURIED (2) PAVEMENT COVERED (3) YES (1) NO (2) J_ PRECAST (1) BRICK (2) FIBER (3) OTHER (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) INCHES AT BARREL Kl INCHES RIM TO SHELF NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) YES (1) NO (2) k ASSOCUTES, INC. PROJECT: C^J^joO JOB NO. _ LOCATION: TCkv-V 0>r. ^.v; f^Wr ^ SHEET 0F_ ' MH # "SQ CARLSBAD MUNICIPAL WATER DISTRICT Agua Hedionda Sewer Inspection Surface Photo ofMH #31 Inside Photo ofMH #31 Job # 2798-04 Date: 09/11/01 MANHOLE INSPECTION REPORT COMMENTS ON EXISTING CONDITIONS: MH LID: 1 PIECE: ] 2 PIECE LABELED: MHRIM: \/\^\\(^ r<><"VC7S\CK MH CONE: CCKO^ STEPS/RUNGS: PLASTIC STEEL^ MH SHAFTING: CcU Xflp^^^ MH RIN^OINTS: MASTIcj j GROUT Q MH BASE: ( Ol/VOTPJ MH SHELF: LCL/lC\r<^^^ > MH MH LINING: V\e\A£. LID/RIM SURFACE-\ STEPS/RUNGS •RIM ELEV: ^SURFACE CONE SHAFTING SHELF-^ FLOWLINE-i. l> BASE TYPICAL MANHOLE CROSS-SECTION 0 N IE = N S IE= MANHOLE INVERTS DEPTH FROM RIM MH LOCATION: FLUSH W/SURFACE: COVER: ACCESSIBLE: PONDING: INCHES: CONSTRUCTION CASTING FfT: MH CONDITION: MH WIDTH: MH DEPTH: # OF INVERTS: ROOTS IN MH: DEBRIS: INFILTRATION: 7 \^ PAVED (1) UNPAVED (2) \JYES (1)N0(2) I W SOLID (1) VENTED (2) BOLTED (3) YES (1) BURIED (2) PAVEMENT COVERED (3) YES (1) NO (2) Tl PRECAST (1) BRICK (2) FIBER ^) OTHER (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) IT] GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) E] ^ INCHES AT BARREL inPl] INCHES RIM TO SHELF NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) YES (1)N0(2) PROJECT: CKWQ JOB WoXl^^f^-^ BY.\^^ DATE:7'-Z^-D\ MH # 3\ LOCATION: ^a^V Y^r SHEET OF CARLSBAD MUNICIPAL WATER DISTRICT Agua Hedionda Sewer Inspection Surface Photo of MH #33 (no MH #32) Inside Photo ofMH #33 Job # 2798-04 Date: 09/11/01 Vo MANHOLE INSPECTION REPORT LID/RIM RIM ELEV: ^SURFACE COMMENTS ON EXISTING CONDITIONS: MH LID: 1 LABELED MH PIECE: O 2 PIECE f") : 4 ^ RIM: mild (^mstorv STEPS/RUNGS MH CONE: STEPS/RUNGS: PLASTIC Q STEEL Q1 h/f)M^ CONE SHAFTING i j FLOWLINE 7 BASE- TYPICAL MANHOLE CROSS-SECTION MH SHAFTING: G0 noA. 5 MH RING JOjNTS: MASTIC| | GROUT | | MH BASE: C<9NJCi^gre MANHOLE INVERTS DEPTH FROM RIM MH SHELF: MH FLOWLINE: CoNCf^Pg' MH LINING: MH LOCATION: FLUSH W/SURFACE: COVER: ACCESSIBLE: PONDING: INCHES: CONSTRUCTION: CASTING FIT: MH CONDITION: MH WIDTH: MH DEPTH: # OF INVERTS: ROOTS IN MH: EBRIS: INFILTRATION: J. i 1 2: 05 PAVED (1) UNPAVED (2) YES (1)N0 (2) SOLID (1) VENTED (2) BOLTED (3) YES (1) BURIED (2) PAVEMENT COVERED (3) YES (1)NO(2) PRECAST (1) BRICK (2) FIBER (3) OTHER (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) INCHES AT BARREL INCHES RIM TO SHELF NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) YES (1)NO (2) & ASSOCIATES, INC. PROJECT: CA^V^'O JOB N0.Z7fg-^ BY: (J^ DATE: "f-^Zf^OX Il2 LOCATION: ^PaJ^V.X^. MH# SHEET OF CARLSBAD MUNICIPAL WATER DISTRICT Agua Hedionda Sewer Inspection Surface Photo of MH #35 (no MH #34) Inside Photo of MH #35 Job # 2798-04 Date: 09/11/01 no 3^ MANHOLE INSPECTION REPORT COMMENTS ON EXISTING CONDITIONS: MH LID: 1 PIECE: 2 PIECE | | CONE LABELED: MHRIM: Y^Lfi • 0/)nD^fQn MH CONE: ^r?Kl Of^/ff. > ^^0^ e_i.^^^ A.6 STEPS/RUNGS: PLASTIC Q STEEL SHAFTING BASE 7 TYPICAL MANHOLE CROSS-SECTION MH SHAFTING: (^nVXCf^M^ MH RING JOINTS: MASTIcj | GROUT Q MH BASE: ^0 M Cl^^fT^ MH SHELF: T OM C^^rT^ N IE= Tr MANHOLE INVERTS -U=-'<%r FLOWLINE: MH MH LINING: ^ OSj^ MH LOCATION: FLUSH W/SURFACE: COVER: ACCESSIBLE: PONDING: INCHES: CONSTRUCTION: CASTING FIT: MH CONDITION: MH WIDTH: MH DEPTH: # OF INVERTS: ROOTS IN MH: DEBRIS: INFILTRATION: 1 m m 4. DEPTH FROM RIM PAVED (1) UNPAVED (2) YES (1)NO (2) SOLID (1) VENTED (2) BOLTED (3) YES (1) BURIED (2) PAVEMENT COVERED (3) YES (1)N0(2) PRECAST (1) BRICK (2) FIBER (3) OTHER (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) INCHES AT BARREL INCHES RIM TO SHELF NONE (1) LIGHT (2) MEDIUM (3) HEAVY f4) NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) [_2j^YES (1)NO(2) \k ASSOCIATES, INC. PROJECT: CM\>s^<P MH # '?>^ LOCATION: '^c.A^ Qf JOB N0.272:gll_ BY: C\l DATE._7£2^I^| SHEET OF CARLSBAD MUNICIPAL WATER DISTRICT Agua Hedionda Sewer Inspection Surface Photo ofMH #37 (no MH# 36) Inside Photo ofMH #37 Job # 2798-04 Date: 09/11/01 37 ho 5^ MANHOLE INSPECTION REPORT LID/RIM SURFACE RIM ELEV: COMMENTS ON EXISTING CONDITIONS: MH LID: 1 PIECE: [p 2 PIECE | | CONE LABELED: STEPS/RUNGS MH RIM: MH CONE: ^ JPt^fC fi^e^T^} SHAFTING STEPS/RUNGS: PLASTIC [~] STEEL MH SHAFTING: (^yO N CJ^-^TEr ^ MH RING JOINTS: MASTIC| | GROUT^ / ^^^^^ -^LP RA-CiFV i J FLOWLINE^ BASE TYPICAL MANHOLE CROSS-SECTION N IE = MH BASE: CjC^C^^^-GrTC^ MANHOLE INVERTS DEPTH FROM RIM MH SHELF: P/^^^^^'^ ^ MH FLOWLINE: MH LINING: ^^X^IA- Ai^fe' MH LOCATION: FLUSH W/SURFACE: COVER: ACCESSIBLE: PONDING: INCHES: CONSTRUCTION CASTING FIT: MH CONDITION: MH WIDTH: MH DEPTH: # OF INVERTS: ROOTS IN MH: DEBRIS: INFILTRATION: 1 _L WYES L 7 m 3 PAVED (1) UNPAVED (2) YES (1) NO (2) ^ SOLID (1) VENTED (2) BOLTED (37 YES (1) BURIED (2) PAVEMENT COVERED (3) (1)N0 (2) PRECAST (1) BRICK (2) FIBER (3) OTHER (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) INCHES AT BARREL INCHES RIM TO SHELF NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) ^YES (1)NO(2) PROJECT: C^t^y^^ JOB NO. 2£7fg;ff_ BY: C~ DATE: 7 - ^'y-Qj MH# ^7 LOCATION: . \ MaWr:^ pr. SHEET OF CARLSBAD MUNICIPAL WATER DISTRICT Agua Hedionda Sewer Inspection Surface Photo of MH #39 (no MH #38) Inside Photo ofMH #39 Job # 2798-04 Date: 09/11/01 MANHOLE INSPECTION REPORT LID/RIM SURFACE RIM ELEV: COMMENTS ON EXISTING CONDITIONS: MH LID: 1 PIECE: Q] 2 PIECE Q LABELED: ^j^J^ MH RIM: m-f'dj lA-^ MH CONE: COi^Cr(^^ STEPS/RUNGS: PLASTIC [~\ STEEL W\ MH SHAFTING: Co M Cg^fP MH RING JOINTS: MASTIC| | GROUT Q MH BASE: C. C /^^^T^ MH SHELF: 60^;C?^^T^ MH FLOWLINE: (jO^ U^-^T^ MH LINING: AJQAJ"^ CONE STEPS/RUNGS SHAFTING BASE 7 TYPICAL MANHOLE CROSS-SECTION N MANHOLE INVERTS DEPTH FROM RIM MH LOCATION: FLUSH W/SURFACE COVER: ACCESSIBLE: PONDING: INCHES: CONSTRUCTION: CASTING FPT: MH CONDITION: MH WIDTH: MH DEPTH: # OF INVERTS: ROOTS IN MH: DEBRIS: INFILTRATION: 1 ma PAVED (1) UNPAVED (2) YES (1) NO (2) SOLID (1) VENTED (2) BOLTED (3) YES (1) BURIED (2) PAVEMENT COVERED (3) YES (1)N0(2) PRECAST (1) BRICK (2) FIBER (3) OTHER (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) INCHES AT BARREL INCHES RIM TO SHELF NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) ^ YES (1) NO (2) ASSOCIATES, INC. PROJECT:_CL.^^:i±^^ MH#___33 LOCATION: JOB NO.Z.7<fgn^ BY: iX DATE:JZz^^t^ SHEET OF CARLSBAD MUNICIPAL WATER DISTRICT Agua Hedionda Sewer Inspection Surface Photo ofMH #40 Inside Photo ofMH #40 Job # 2798-04 Date: 09/11/01 MANHOLE INSPECTION REPORT LID/RIM COMMENTS ON EXISTING CONDITIONS: MH LID: 1 PIECE: lx] 2 PIECE Q LABELED: SURFACE- STEPS/RUNGS RIM ELEV: ^SURFACE MH RIM: MH CONE: COr^V-^'W, STEPS/RUNGS: PLASTIC STEEL CONE SHAFTING BASE TYPICAL MANHOLE CROSS-SECTION MH SHAFTING: MH RING JOINTS: MASTIC| | GROUT N MH BASE: MANHOLE INVERTS DEPTH FROM RIM MH SHELF: COAfv<>W . MH FLOWLINE: CcvrrP^^ MH LINING: yvr^^-^ MH LOCATION: FLUSH W/SURFACE: COVER: ACCESSIBLE: PONDING: INCHES: CONSTRUCTION: CASTING FfT: MH CONDITION: MH WIDTH: MH DEPTH: # OF INVERTS: ROOTS IN MH: DEBRIS: INFILTRATION: (^ 1. HE HI -z. 3 PAVED (1) UNPAVED (2) YES (1)NO (2) SOLID (1) VENTED (2) BOLTED (3) YES (1) BURIED (2) PAVEMENT COVERED (3) YES (1)N0 (2) PRECAST (1) BRICK (2) FIBER (3) OTHER (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) INCHES AT BARREL INCHES RIM TO SHELF 1 ^ NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) ^ YES (1) NO (2) |& ASSOCIATES, INC. PROJECT: C^.LOO JOB N0.22&Li_ BY: ^fi^ DATE: MH# LOCATION:. SHEET OF CARLSBAD MUNICIPAL WATER DISTRICT Agua Hedionda Sewer Inspection Surface Photo ofMH #41 Inside Photo ofMH #41 Job # 2798-04 Date: 09/11/01 MANHOLE INSPECTION REPORT MH SHAFTING: CO C^iC-^T^^ MH RING JOII^S: MASTIC| | GROUT Q MH BASE: r pNCt^TB MH SHELF: MH FLOWLINE: SlCf^^T~^ MH LINING: LID/RIM SURFACE-Ns^ -RIM ELEV: ^SURFACE COMMENTS ON EXISTING CONDITIONS: MH LID: 1 PIECE: |^ 2 PIECE Q LABELED: MH RIM: fy\QDli)m MH CONE: CONCg^r6- STEPS/RUNGS: PLASTIC STEEL STEPS/RUNGS CONE SHAFTING BASE- TYPICAL MANHOLE CROSS SECTIOM ^6 N 0 N MANHOLE INVERTS DEPTH FROM RIM MH LOCATION: FLUSH W/SURFACE: COVER: ACCESSIBLE: PONDING: INCHES: CONSTRUCTION: ' CASTING FIT: MH CONDITION: MH WIDTH: MH DEPTH: # OF INVERTS: ROOTS IN MH: DEBRIS: INFILTRATION: rPi 0 L 0 m PAVED (1) UNPAVED (2) YES (1) NO (2) SOLID (1) VENTED (2) BOLTED (3) YES (1) BURIED (2) PAVEMENT COVERED (3) YES (1)N0 (2) PRECAST (1) BRICK (2) FIBER (3) OTHER (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) INCHES AT BARREL INCHES RIM TO SHELF NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) I^ES (1)N0(2) ASSOCIATES, INC. PROJECT: GK\V>:>0 ^ _o MH LOCATION: "^f^YVSpT. JOB N0.22^rfLBY: DATE:_>:2^\ SHEET OF CARLSBAD MUNICIPAL WATER DISTRICT Agua Hedionda Sewer Inspection Surface Photo ofMH #43 (no MH #42) Inside Photo ofMH #43 Job # 2798-04 Date: 11/05/01 MANHOLE INSPECTION REPORT LID/RIM SURFACE RIM ELEV: ^SURFACE COMMENTS ON EXISTING CONDITIONS: MH LID: 1 PIECE: [j] 2 PIECE | | CONE LABELED STEPS/RUNGS MH RIM: /TiiSjJl' ^ MH CONE: C/DtsiCJC^^TEr^j STEPS/RUNGS: PLASTIC Q STEEL p?[ MH SHAFTING: COhJCg^T^ . TYPICAL MANHOLE CROSS-SECTION MH RING JOINTS: MASTIcj | GROUT | | >! MH BASE: N MANHOLE INVERTS DEPTH FROM RIM MH FLOWLINE: MH LINING: UOKj^ MH LOCATION: FLUSH W/SURFACE: COVER- ACCESSIBLE: PONDING: INCHES: CONSTRUCTION CASTING FIT: MH CONDITION: MH WIDTH: MH DEPTH: # OF INVERTS: ROOTS IN MH: DEBRIS: INFILTRATION: ( £2 2 / PAVED (1) UNPAVED (2) YES (1)N0(2) SOLID (1) VENTED (2) BOLTED (3) YES (1) BURIED (2) PAVEMENT COVERED (3) [Z^YES (1)NO(2) EE PRECAST (1) BRICK (2) FIBER (3) OTHER (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) INCHES AT BARREL INCHES RIM TO SHELF NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) YES (1) NO (2) ^lU^ k ASSOCIATES, INC. PROJECT: r^KK\K^<^ JOB NO.:225£L1L BY:^^ DATE: 7'7^-01 MH # ^ LOCATION: Vry><-\ S> - ^ ^ItvNfW \>^0>Y FPT OF ^ SHEET CARLSBAD MUNICIPAL WATER DISTRICT Agua Hedionda Sewer Inspection Surface Photo of MH #46 (no MH #44 & #45) Inside Photo of MH #46 (severely corroded, with exposed rebar) Job # 2798-04 Date: 11/05/01 MANHOLE INSPECTION REPORT LID/RIM •RIM ELEV: SURFACE^N^ COMMENTS ON EXISTING CONDITIONS: MH LID: LABELED: 1 PIECE: [J] 2 PIECE STEPS/RUNGS •7:. / ^SURFACE CONE MH RIM: me^d- CO^09^0V\ MH CONE: TZ) pf-e "feii^ STEPS/RUNGS: PLASTIC Q STEEL P(| MH SHAFTING: COVYV pIMd I SHAFTING TYPICAL MANH SS-SECTION MH RING JOim-S: MASTIC| | GROUT Q MH BASE: P.QNI C^-OTET^ MH SHELF: r^V^C fZ^^^S" \ N MANHOLE INVERTS . DEPTH FROM RIM MH FLOWLINE: MH LINING: MH LOCATION: FLUSH W/SURFACE: COVER: ACCESSIBLE: PONDING: INCHES: \2 CONSTRUCTION: CASTING FIT: MH CONDITION: MH WIDTH: MH DEPTH: # OF INVERTS: ROOTS IN MH: DEBRIS: INFILTRATION: 4 PAVED (1) UNPAVED (2) YES (1) NO (2) SOLID (1) VENTED (2) BOLTED (3) YES (1) BURIED (2) PAVEMENT COVERED (3) r^fYES (1)NO(2) H PRECAST (1) BRICK (2) FIBER (3) OTHER (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) INCHES AT BARREL INCHES RIM TO SHELF NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) YES (1)N0(2) PROJECT: C (IKVN^ O MH# ^(-^ JOB NO. ZZfgcfL BY: DATE:lZlSt^ LOCATION: "P^-vV "(V. SHEET OF CARLSBAD MUNICIPAL WATER DISTRICT Agua Hedionda Sewer Inspection Surface Photo of MH #47 (concrete encased) Inside Photo ofMH #47 Job # 2798-04 Date: 11/05/01 MANHOLE INSPECTION REPORT LID/RIM RIM ELEV: COMMENTS ON EXISTING CONDITIONS: MH LID: 1 PIECE: [J] 2 PIECE | | LABELED: SURFACE; STEPS/RUNGS MH RIM: MHCONE: C STEPS/RUNGS: PLASTIC Q STEEL ^ —^"^"^"^^^ —nfcr~ MH SHAFTING: -^^"PC^A VPC^ CONE SHAFTING ; F^OWUNE-.^ J: % 7 BASE- TYPICAL MANHOLE CROSS-SECTION MH RING JOINT T^: MASTIcj | GROUT Q N IE = MH BASE: CXAAJT'X^ MH SHELF MH FL •OWLINE: C/?VsfXek^. MH LINING: \/\ ]C5\f^^ MH LOCATION: FLUSH W/SURFACE COVER: ACCESSIBLE: PONDING: INCHES: CONSTRUCTION: CASTING FIT: 7^ c MH CONDITION: MH WIDTH: MH DEPTH: | #0F INVERTS: ROOTS IN MH: DEBRIS: INFILTRATION: MANHOLE INVERTS DEPTH FROM RIM ^gAVED (1) UNPAVED (2) YES (1) NO (2) SOLID (1) VENTED (2) BOLTED (3) YES (1) BURIED (2) PAVEMENT COVERED (3) YES (1)N0 (2) PRECAST (1) BRICK (2) FIBER (3) OTHER (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) Ol INCHES AT BARREL [^INCHES RIM TO SHELF NONE (1) LIGHT (2) MEDIUM (3) HEAVY f4) NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) I^YES (1)N0(2) ASSOCIATES, INC. PROJECT: 0>N.W^O JOB N0.27?g-^ BY: 1^ DATE:7Vg-Q\ MH #_j£2 LOCATION: Qkr^.A4 ^r^y^ SHEET OF * CARLSBAD MUNICIPAL WATER DISTRICT Agua Hedionda Sewer Inspection Surface Photo of MH #48 (concrete encased) Inside Photo of MH #48 Job # 2798-04 Date: 11/05/01 MANHOLE INSPECTION REPORT LID/RIM SURFACE •RIM ELEV: COMMENTS ON EXISTING CONDITIONS: MH LID: 1 PIECE: [jQ 2 PIECE | | LABELED STEPS/RUNGS MH RIM: MH coNE?^>^<^t7^ied |N€ CONE SHAFTING STEPS/RUNGS: PLASTIC STEEL BASE 7 SHAFTING: "^^Or-^J^ TYPICAL MANHOLE CROSS-SECTION MH MH RING JOINTS: MASTIC| | GROUT [^i MH BASE: CJS^^^h'.^ _ N IE = 0 W IE = E IE = 0 N S IE = 0 MANHOLE INVERTS DEPTH FROM RIM ^ SHELF: H FLOWLINE: Cjry^^y-i" MH LINING: lA^QC\i^ MH LOCATION: FLUSH W/SURFACE: f7] COVER: ACCESSIBLE: PONDING: INCHES: CONSTRUCTION: CASTING FIT: 'T, MH CONDITION: MH WIDTH: MH DEPTH: # OF INVERTS: ROOTS IN MH: DEBRIS: INFILTRATION: Ha /(SB m PAVED (1) UNPAVED (2) YES (1)NO(2) SOLID (1) VENTED (2) BOLTED (3) YES (1) BURIED (2) PAVEMENT COVERED (3) YES (1)NO (2) PRECAST (1) BRICK (2) FIBER (3) OTHER (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) INCHES AT BARREL NCHES RIM TO SHELF NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) 22 YES (1)NO(2) k ASSOCIATES, INC. PROJECT: C dUNh^O MH# ^5 LOCATION: IXVA.^VPC)^ Jl SHEET OF JOB N0.17fPV^ BY-. ££ DAJB~7i9>-0\ CARLSBAD MUNICIPAL WATER DISTRICT Agua Hedionda Sewer Inspection ••7^,- Ni- > Surface Photo of MH #49 (concrete encased) Inside Photo ofMH #49 Job # 2798-04 Date: 11/05/01 MANHOLE INSPECTION REPORT LID/RIM SURFACE--ss^ RIM ELEV: COMMENTS ON EXISTING CONDITIONS: MH LID: 1 LABELED: CONE PIECE: rn 2 PIECE [ STEPS/RUNGS MH RIM: Uv^N\ci ^WC%>^V/\ MH CONE: OeO/veK. STEPS/RUNGS: PLASTIC^|~] STEEL SHAFTING BASE- TYPICAL MANHOLE CROSS-SECTION 7 MH SHAFTING: MH RING JOINTS: MASTIC| | GROUT Q N MH BASE E INVERTS DEPTH FROM RIM MH SHELF: ^ (h^. K~- MH FLOWLINE: Ci7(^fot^^ MH LINING: iA^\A^ MH LOCATION: FLUSH W/SURFACE: COVER: ACCESSIBLE: PONDING: INCHES: [2 CONSTRUCTION: CASTING FIT: ^ MH CONDITION: MH WIDTH: MH DEPTH: # OF INVERTS: ROOTS IN MH: DEBRIS: INFILTRATION: 0 V SI m PAVED (1) UNPAVED (2) YES (1) NO (2) SOLID (1) VENTED (2) BOLTED (3) YES (1) BURIED (2) PAVEMENT COVERED (3) YES (1)N0(2) PRECAST (1) BRICK (2) FIBER (3) OTHER (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) INCHES AT BARREL INCHES RIM TO SHELF NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) YES (1)N0(2) & ASSOCIATES, INC. PROJECT: MH JOB NO.Zy^-^^-^^F DATE:7~/R-^\ LOCATION: ( yyv,pLM^ A 5ET OF ^ SHEET CARLSBAD MUNICIPAL WATER DISTRICT Agua Hedionda Sewer Inspection Surface Photo of MH #50 (concrete encased) Inside Photo ofMH #50 Job # 2798-04 Date: 11/05/01 MANHOLE INSPECTION REPORT LID/RIM RIM ELEV: COMMENTS ON EXISTING CONDITIONS: MH LID: LABELED: ): 1 PIECE: [Tj 2 PIECE | | ED-7. STEPS/RUNGS CONE JOINT MH RIM: MH CONE: ^n^QCff^ SHAFTING STEPS/RUNGS: PLASTIC -COCC MH SHAFTING: -Q^.^ChCcii ~ MH RING JOINTS: MASTIcj | GROUT Q *^}:^ MHBASE:L^fiP^( BASE- TYPICAL MANHOLE CROSS-SECTION 7 N MANHOLE INVERTS DEPTH FROM RIM MH SHELF MH FLOWLINE: f Jg\^£y^)c MH LINING: VVid(y\jg/ MH LOCATION: FLUSH W/SURFACE: COVER: ACCESSIBLE: PONDING: INCHES: CONSTRUCTION: CASTING FIT: ^ MH CONDITION: MH WIDTH: MH DEPTH: # OF INVERTS: ROOTS IN MH: DEBRIS: INFILTRATION: IE PAVED (1) UNPAVED (2) YES (1)N0(2) SOLID (1) VENTED (2) BOLTED (3) YES (1) BURIED (2) PAVEMENT COVERED (3) YES (1)N0(2) PRECAST (1) BRICK (2) FIBER (3) OTHER (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) INCHES AT BARREL INCHES RIM TO SHELF fZ] NONE (1) LIGHT (2) MEDIUM (3) HEAVY f4) Yl NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) YES (1) NO (2) PROJECT: CJKW^O JOB NO.ZT^rfL BY: DATE:7Vg-0\ k ASSOCIATES, INC. MH # SO LOCATION: I V ^^Ofto^.^r^ J SHEET OF ^ CARLSBAD MUNICIPAL WATER DISTRICT Agua Hedionda Sewer Inspection Surface Photo of MH #50 (concrete encased) Inside Photo ofMH #51 Job # 2798-04 Date: 11/02/01 MANHOLE INSPECTION REPORT LID/RIM SURFACE RIM ELEV: COMMENTS ON EXISTING CONDITIONS: MH LID: 1 PIECE: [J] 2 PIECE [^| CONE LABELED: _\ STEPS/RUNGS MH RIM: Vu^X\ , ^ (j, r^rTg>SNgV^ MH CONE: f rPAi^ STEPS/RUNGS: PLASTIC F] STEEL ^ MH SHAFTING: MH RING JOINTS: MASTIcj | GROUT Q 7 MH BASE: CXWNTI MH SHELF MH FLOWLINE: tT^i^ MH LINING: (/VX)C/\r€^ SHAFTING i FLOWLINE^ 7 BASE TYPICAL MANHOLE QROSS-SECTION N ICS" MANHOLE INVERTS DEPTH FROM RIM MH i.OCATlON: ^ LUSH W/SURFACE: COVER: ACCESSIBLE: PONDING: INCHES: 'fl2 CONSTRUCTION: CASTING FIT: T MH CONDITION: MH WIDTH: |fe || 1 iJ I^YES (1)N0(2) MH DEPTH: ^ # OF INVERTS: ^OOTS IN MH: DEBRIS: PAVED (1) UNPAVED (2) YES (1)NO (2) SOLID (1) VENTED (2) BOLTED (3) YES (1) BURIED (2) PAVEMENT COVERED (3) PRECAST (1) BRICK (2) FIBER (3) OTHER (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) INCHES AT BARREL INCHES RIM TO SHELF INFILTRATION: NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) m NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) YES (1)N0(2) & ASSOCIATES, INC. PROJECT: (^.(K\MO MH#_B1 ,JOB NO.:LZ28d^BY:\^DATE: 7-(RO\ QCATION: (>\^Av^A "^QQA SHEET OF CARLSBAD MUNICIPAL WATER DISTRICT Agua Hedionda Sewer Inspection Surface Photo of MH #52 (concrete encased) Inside Photo ofMH #52 Job # 2798-04 Date: 11/02/01 MANHOLE INSPECTION REPORT LID/RIM -\ rRIM ELEV: SURFACE ^SURFACE COMMENTS ON EXISTING CONDITIONS: MH LID: 1 PIECE: CONE LABELED 2 PIECE STEPS/RUNGS MH RIM: CONE: CJTVSCX^.) f'^^^^^A MH SHAFTING STEP^RUNGS: PLASTIC STEEL 7 MH SHAFTING: MH RING JOINTS: MASTIC| I GROUT n MH BASE: CtV\C>f^; C^^^C)^^ BASE TYPICAL MANHOLE CROSS-SECTION w IE = Spicily N MANHOLE INVERTS DEPTH FROM RIM MH SHELF: MH FLOWLINE: <>vWvfX^ MH LINING: \/\ (^w^ MH LOCATION: FLUSH W/SURFACE: COVER: ACCESSIBLE: PONDING: INCHES: CONSTRUCTION: CASTING FIT: MH CONDITION: MH WIDTH: MH DEPTH: # OF INVERTS: ROOTS IN MH: DEBRIS: INFILTRATION: 2 1- \ 7 1 PAVED (1) UNPAVED (2) YES (1) NO (2) SOLID (1) VENTED (2) BOLTED (3) YES (1) BURIED (2) PAVEMENT COVERED (3) YES (1)NO(2) PRECAST (1) BRICK (2) FIBER (3) OTHER (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) INCHES AT BARREL INCHES RIM TO SHELF 1 [71 NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) 2, YES (1) NO (2) PROJECT: CNAa>^>^ JOB NO. 27?^--^ BY: DATE: 7^-/^-/0/ MH # 5"7 LOCATION: 0|^. (i^ . SHEET OF CARLSBAD MUNICIPAL WATER DISTRICT Agua Hedionda Sewer Inspection Surface Photo of MH #53 (concrete encased) Inside Photo ofMH #53 Job # 2798-04 Date: 11/02/01 MANHOLE INSPECTION REPORT LID/RIM -\ /-RIM ELEV: SURFACE-^ COMMENTS ON EXISTING CONDITIONS: MH LID: 1 PIECE: 2 PIECE [~] LABELED: \/gS STEPS/RUNGS MH RIM MH CONE STEPS/RUNGS: PLASTIC [7] STEEL g| CONE SHAFTING «\OWLINE- BASE- TYPICAL MANHOLE CROSS-SECTION MH SHAFTING: ^^y)^D^H(^ MH RING JOINTS: MASTIC| | GROUT Q N IE = MH BASE: L^>:(AP^^eW^ -^-^ MANHOLE INVERTS DEPTH FROM RIM MH SHELF MH FLOWLINE: C MH LINING: vA«Prt/vJ2^ MH LOCATION: FLUSH W/SURFACE: fZ] COVER: ACCESSIBLE: PONDING: INCHES: pZyfl CONSTRUCTION: CASTING FIT: 7 MH CONDITION: MH WIDTH: MH DEPTH: j # OF INVERTS: ROOTS IN MH: DEBRIS: INFILTRATION: O PAVED (1) UNPAVED (2) YES (1)N0 (2) SOLID (1) VENTED (2) BOLTED (3) YES (1) BURIED (2) PAVEMENT COVERED (3) YES (1)N0(2) PRECAST (1) BRICK (2) FIBER (3) OTHER (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) INCHES AT BARREL INCHES RIM TO SHELF NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) ^YES (1)N0(2) k ASSOCIATES, INC. PROJECT: MH# SHEET JOB NO.'77fg-^ BY:^F DATE:JZl/^ LOCATION: ( k.^avvPrL ^j) OF CARLSBAD MUNICIPAL WATER DISTRICT Agua Hedionda Sewer Inspection Surface Photo of MH #54 (concrete encased) Inside Photo ofMH #54 Job # 2798-04 Date: 11/02/01 MANHOLE INSPECTION REPORT LID/RIM SURFACE-\ RIM ELEV: COMMENTS ON EXISTING CONDITIONS: MH LID: 1 PIECE: [y] 2 PIECE [7] LABELED: \ STEPS/RUNGS MH RIM: W\i^A v^^. (O^^^KQ^ MHCONE: (jC^<e>f$i^ ^^^^^^^ STEPS/RUNGS: PLASTIC [H STEEL CONE SHAFTING BASE^ TYPICAL MANHOLE CROSS-SECTION MH SHAFTING: jgy^g^p( ^K^^Z- I MH RING JOINTS: MASTIcj | GROUT Q] N IE = 0 N MANHOLE INVERTS MH SHELF \ MH FLOWLINE: X MH LOCATION FLUSH W/SURFACE: COVER: ACCESSIBLE: PONDING: MH LINING: JA^^ INCHES: CONSTRUCTION: CASTING FIT: 1 MH CONDITION: MH WIDTH: [ MH DEPTH: j \ # OF INVERTS: ROOTS IN MH: DEBRIS: INFILTRATION: I. CD DEPTH FROM RIM PAVED (1) UNPAVED (2) YES (1) NO (2) SOLID (1) VENTED (2) BOLTED (3) YES (1) BURIED (2) PAVEMENT COVERED (3) YES (1)N0(2) PRECAST (1) BRICK (2) FIBER (3) OTHER (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) INCHES AT BARREL INCHES RIM TO SHELF NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) 2 YES (1)N0(2) k ASSOCIATES, INC. PROJECT: CAA\NI ^ JOB HO.:M&dL BY: ^(2^ DME^-(R<>\ MH# SHEET LOCATION: ( lNA^jjeA. V^ j CARLSBAD MUNICIPAL WATER DISTRICT Agua Hedionda Sewer Inspection Surface Photo of MH #55 (concrete encased) •V Inside Photo ofMH #55 Job # 2798-04 Date: 11/02/01 MANHOLE INSPECTION REPORT LID/RIM SURFACE RIM ELEV: COMMENTS ON EXISTING CONDITIONS: MH LID: 1 PIECE: ^ 2 PIECE Q CONE LABELED STEPS/RUNGS MH RIM: ^^^C yeLi/^ Cc!^v^7*fxC>M MH CONE: ^g:W_Ap^ 5; STEPS/RUNGS: PLASTIC STEEL^ MH SHAFTING: C^OV/a MH RING JOINTS: MASTIcj | GROUT Pj 7 MH BASE: rOl^.K^^A;^/ SHELF: -^^/^^T^gJl /Oj^ MH MH FLOWLINE: <^ ?ct;>k-^ y MH LINING: SHAFTING BASE- TYPICAL MANHOLE CROSS-SECTION 7 N MANHOLE INVERTS DEPTH FROM RIM MH LOCATION: FLUSH W/SURFACE: COVER: ACCESSIBLE: PONDING: INCHES: l/T] CONSTRUCTION: CASTING FIT: ^ ly/dn CONDITION: MH WIDTH: MH DEPTH: # OF INVERTS: ROOTS IN MH: DEBRIS: INFILTRATION: L o PAVED (1) UNPAVED (2) YES (1)N0 (2) SOLID (1) VENTED (2) BOLTED (3) YES (1) BURIED (2) PAVEMENT COVERED (3) YES (1)N0(2) PRECAST (1) BRICK (2) FIBER (3) OTHER (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) INCHES AT BARREL INCHES RIM TO SHELF NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) NO (2) ASSOCIATES, INC. PROJECT: CMVNN^ MH# SHEET JOB HO._Z23^c!LBY: DATE:7-/(?-D( LOCATION: lAy^j^ofAVji CARLSBAD MUNICIPAL WATER DISTRICT Agua Hedionda Sewer Inspection Surface Photo of MH #56 (concrete encased) Inside Photo ofMH #56 Job # 2798-04 Date: 11/02/01 MANHOLE INSPECTION REPORT LID/RIM SURFACE-\ \ •RIM ELEV: ^SURFACE COMMENTS ON EXISTING CONDITIONS: MH LID: 1 PIECE: Q 2 PIECE ^ LABELED: IA STEPS/RUNGS MH MH STEPS/RUNGS: PLASTIC Q STEEL [71 MH SHAFTING: UrjAfj^-^}^( CONE SHAFTING BASE- TYPICAL MANHOLE CROSS-SECTION MH RING J^NTS: MASTIC| | GROUT Q MH BASE: Ce^^ f N MANHOLE INVERTS DEPTH FROM RIM MH MH FLOWLINE LINING: i^^^^^ MH MH LOCATION: FLUSH W/SURFACE: COVER: ACCESSIBLE: PONDING: INCHES: CONSTRUCTION: CASTING FIT: MH CONDITION: MH WIDTH: MH DEPTH: ^ # OF INVERTS: ROOTS IN MH: \ 5] PAVED (1) UNPAVED (2) YES (1)NO(2) SOLID (1) VENTED (2) BOLTED (3) YES (1) BURIED (2) PAVEMENT COVERED (3) YES {1)NO (2) PRECAST (1) BRICK (2) FIBER (3) OTHER (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) 21 INCHES AT BARREL INCHES RIM TO SHELF ^NONE (1) LIGHT (2) MEDIUM (3) HEAVY f4) DEBRISSDH(*« C^eg^^NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) INFILTRATION: | ^ YES (1) NO (2) PROJECT: CAAXMQ JOB NO.jZ^SSl^BY:]^DME-.y-Zr^-QX MH# ^ LOCATION: IXA prhJfzA SHEET OF M CARLSBAD MUNICIPAL WATER DISTRICT Agua Hedionda Sewer Inspection Surface Photo of MH #57 (concrete encased) Inside Photo ofMH #57 Job # 2798-04 Date: 11/02/01 MANHOLE INSPECTION REPORT LID/RIM RIM ELEV: ^SURFACE COMMENTS ON EXISTING CONDITIONS: MH LID: 1 PIECE: 2 PIECE [" LABELED: lA/T^T V<^V^^. MH RIM: \js^.6x^^ C^rcefk^<\ MH CONE: \A.n{A^f^ STEPS/RUNGS STEPS/RUNGS: PLASTIC []] STEEL [^j MH SHAFTING: -P^^-fy^ CONE SHAFTING BASE- TYPICAL MANHOLE CROSS-SECTION MH RINGJOINTS: MASTIcj | GROUT []] N MH BASE: ( {>sOf^. MANHOLE INVERTS DEPTH FROM RIM MH SHELF:-ey^rf^ ^ MH FLOWLINE: ^Q\/v i- MH LINING: \yv^W MH LOCATION: FLUSH W/SURFACE: COVER: ACCESSIBLE: PONDING: INCHES: CONSTRUCTION: CASTING FIT: MH CONDITION: MHWIDTH: MH DEPTH: # OF INVERTS: ROOTS IN MH: DEBRIS: INFILTRATION: Vi al ( PAVED (1) UNPAVED (2) YES (1)NO (2) SOLID (1) VENTED (2) BOLTED (3) YES (1) BURIED (2) PAVEMENT COVERED (3) YES (1)NO(2) PRECAST (1) BRICK (2) FIBER (3) OTHER (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) INCHES AT BARREL INCHES RIM TO SHELF a I \ NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) PH NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) YES (1)NO(2) PROJECT: CMX.\>^'0 MH# SHEET JOB N0.2Z2i£4L BY: g£_ DATE: LOCATION: ly^ ^.,^V^ . CARLSBAD MUNICIPAL WATER DISTRICT Agua Hedionda Sewer Inspection Surface Photo of MH #58 (concrete encased) Inside Photo ofMH #58 Job # 2798-04 Date: 11/02/01 MANHOLE INSPECTION REPORT LID/RIM •RIM ELEV: SURFACE COMMENTS ON EXISTING CONDITIONS: MH LID: 1 PIECE: Q 2 f lECE Q LABELED: ^ 1 PIECE: M 2 PIECE 1_| : y^-;\cTvW\ Co>0rr4e^ STEPS/RUNGS MH RIM t MH CONE STEPS/RUNGS: PLASTIC STEEL [y| MH SHAFTING: -Q^^^:^^! pr/r^ MH RING JOINTS: MASTIcT] GROUT F | CONE SHAFTING BASE- TYPICAL MANHOLE CROSS-SECTION N IE = 0 MH BASE t5 MH SHELF N MH LOCATION: FLUSH W/SURFACE: fZi COVER: LE INVERTS DEPTH FROM RIM MH FLOWLINE: CpW;>(vP MH LINING:_iA-CUAj2. ACCESSIBLE: PONDING: INCHES: 1^ CONSTRUCTION: CASTING FIT: 7 MH CONDITION: MHWIDTH: \S~\0 MH DEPTH: # OF INVERTS: ROOTS IN MH: DEBRIS: INFILTRATION: PAVED (1) UNPAVED (2) YES (1) NO (2) SOLID (1)J/ENTED (2) BOLTED (3) ES (^^BUm^ (2) [^YES ira PRECAST (1) BRICK (2) FIBER (3) OTHER (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) INCHES AT BARREL INCHES RIM TO SHELF NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) ^ YES (1) NO (2) PROJECT:. MH# ^\ SHEET _ JOB NO.7.7^^-^ BY:>^C^ DATE:g-^HD\ LOCATION: Arf^^ Cs-W^J>v CMoia C^^V-^X OF CARLSBAD MUNICIPAL WATER DISTRICT Agua Hedionda Sewer Inspection Surface Photo of MH #59 (concrete encased) Inside Photo ofMH #59 Job # 2798-04 Date: 11/02/01 r MANHOLE INSPECTION REPORT LID/RIM SURFACE- •RIM ELEV: COMMENTS ON EXISTING CONDITIONS: MH LID: 1 PIECE: ^ 2 PIECE ["] LABELED: STEPS/RUNGS CONE , MH RIM: MH CONE 3TEP6/F?UNGS: PLASTIC ["] STEEL ^ BASE TYPICAL MANHOLE CROSS-SECTION MH SHAFTING: f^C-^ MH RING JOINTS: MASTIcj | GROUT Q ^ MHBASE: j^^-^^P^^ N MANHOLE INVERTS DEPTH FROM RIM MH SHELF: _£ MH FLOWLINE: dO^M MH LINING: \ A2)<Are^ MH LOCATION: FLUSH W/SURFACE: COVER: ACCESSIBLE: PONDING: CHES: CONSTRUCTION: CASTING FIT: MH CONDITION: MH WIDTH: MH DEPTH: # OF INVERTS: ROOTS IN MH: DEBRIS: INFILTRATION: 1 So 00 PAVED (1) UNPAVED (2) YES (1)NO (2) SOLID (1) VENTED (2) BOLTED (3) YES (1) BURIED (2) PAVEMENT COVERED (3) YES (1) NO (2) l\ I PRECAST (1) BRICK (2) FIBER (3) OTHER (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) Pfl GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) INCHES AT BARREL INCHES RIM TO SHELF NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) YES (1)N0(2) k ASSOCIATES. INC. PROJECT: (MS>C^ JOB NO. Z7?g-^ BY:DATE: 9s -^-0\ MH# LOCATION: An^.^a W-Pftb.,uA/X Cx>>i^\^ Wrl SHEET CARLSBAD MUNICIPAL WATER DISTRICT Agua Hedionda Sewer Inspection Surface Photo of MH #60 (concrete encased) V Inside Photo ofMH #60 Job # 2798-04 Date: 11/02/01 MANHOLE INSPECTION REPORT CcVVO COMMENTS ON EXISTING CONDITIONS: MH LID: 1 PIECE: 2 PIECE Q LID/RIM SURFACE RIM ELEV: CONE STEPS/RUNGS MH RIM:-^ ^oiV^>^€\^ MH CONE: -^\<>^Seo( SHAFTING STEPS/RUNGS: PLASTIC Q STEEL ^ .4if:^ BASE 7" TYPICAL MANHOLE CROSS-SECTION MH SHAFTING: MH RING JOI^S: MASTIc] | GROUT Q N IE = MANHOLE INVERTS DEPTH FROM RIM MH SHELF: -€>V^r^-eg/ MH FLOWLINE: MH LINING: lAQ/y^g,. MH LOCATION: FLUSH W/SURFACE: COVER: ACCESSIBLE: PONDING: INCHES: '(2] CONSTRUCTION: CASTING FIT: ^ MH CONDITION: MH WIDTH: MH DEPTH: /[3 # OF INVERTS: ~^ ROOTS IN MH: DEBRIS: INFILTRATION: YES (1) NO (2) Z^-^^'-^^r^ PAVED (1) UNPAVED (2) YES (1)NO (2) SOLID (1) VENTED (2) BOLTED (3 YES {'^r^^^2)^^!f^X^C0VERFD 3) PRECAST (1) BRICK (2) FIBER (3) OTHER (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) INCHES AT BARREL INCHES RIM TO SHELF NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) YES (1)NO(2) \k ASSOCIATES. INC.I PROJECT: CMVAOXO JOB HO.TTZl&ztL BY: DATE: . MH # iD. LOCATION: A^ixn^ Wrv^U.^^ Cy-.^^V 6^(4 iccT OF SHEET CARLSBAD MUNICIPAL WATER DISTRICT Agua Hedionda Sewer Inspection Surface Photo ofMH #61, it is mislabeled #60 (concrete encased) Inside Photo ofMH #61 Job # 2798-04 Date: 11/02/01 MANHOLE INSPECTION F=rEp"oRT c^VX -^VjLj, LID/RIM-\ /-RIM ELEV: COMMENTS ON EXISTING CONDITIONS: 1 PIECE: rg 2 PIECE Q MH LID: LABELED^ Cnvnrr^U>^Q(>^ SURFACE- STEPS/RUNGS ^SURFACE CONE MH RIM: MH CONE STEPS/RUNGS: PLASTIC STEEL MH SHAFTING BASE TYPICAL MANHOLE CROSS-SECTION N 0 . , MH RINJ^JOINTS: MASTIcj | GROUT Q MH BASE: -Q^fff;^ IE = MANHOLE INVERTS MH LOCATION: MH SHELF: — ACCESSIBLE: "ZX 3] MH FLOWLINE: MH LINING: WCy^ -^ COVER: ACCESSIBLE: PONDING: INCHES: CONSTRUCTION: CASTING FIT: MH CONDITION: MH WIDTH: MH DEPTH: # OF INVERTS: ROOTS IN MH: DEBRIS: m BE ^ INFILTRATION: DEPTH FROM RIM PAVED (1) UNPAVED (2) YES (1) NO (2) SOLID (Ij^NTED (2)JOLTEa(3) YES (^fBURli YES (1)FI6^) (21 PA¥EMS«U:OVERED (3J PRECAST (1) BRICK (2) FIBER (3) OTHER (4) _ GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) W\ GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) INCHES AT BARREL INCHES RIM TO SHELF NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) YES (1)NO(2) PROJECT: C.(h\V^'Q> MH#__£_ JOB N0.22ffill_ BY:^^r DATE:^-^-^ LOCATION: JsMA^^ \X^Ah^.^n C SHEET OF ^ CARLSBAD MUNICIPAL WATER DISTRICT Agua Hedionda Sewer Inspection Surface Photo of MH #62 (concrete encased) Inside Photo ofMH #62 Job # 2798-04 Date: 11/02/01 MANHOLE INSPECTION REPORT COMMENTS ON EXISTING CONDITIONS: 2 PIECE MH LID: 1 PIECE: 7 LABELED: MH RIM: CONE: 'e><(^<^^^ \^ MH STEPS/RUWGS: PLASTIC [H STEEL MH SHAFTING: -fy^C5iigdl k^T MH RING^INTS: MASTIcj | GROUT Q MH BASE: MH FLOWLINE: ^g^XyOXf^^ MH SHELF MH LINING: LID/RIM •RIM ELEV: SURFACE-Ns^ \/ ^SURFACE CONE STEPS/RUNGS I LFi|)WUNE:s^, BASE-/ TYPICAL MANHOLE CROSS-S IE = MANHOLE INVERTS DEPTH FROM RIM E MH LOCATION: FLUSH W/SURFACE: [ZJ COVER: ACCESSIBLEr2.^S PONDING: INCHES: CONSTRUCTION: CASTING FPT: MH CONDITION: MH WIDTH: MH DEPTH: # OF INVERTS: , ROOTS IN MH: 7 i INFILTRATION: PAVED (1) UNPAVED (2) YES (1) NO (2) SOLID (1) VENTED (2) YES(1)^U^^2). YES (1) NO (2) PRECAST (1) BRICK (2) FIBER (3) OTHER (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) KIDI INCHES AT BARREL INCHES RIM TO SHELF NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) 33 NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) r YES (1)NO(2) & ASSOCIATES. INC. PROJECT:^ r.^^^ JOB NO.Z7 MH# ^ Ly LOCATION^ SHEET OF BY: gFDATE:R-'^-OV CARLSBAD MUNICIPAL WATER DISTRICT Agua Hedionda Sewer Inspection Surface Photo of MH #63 (concrete encased) Inside Photo ofMH #63 Job # 2798-04 Date: 11/02/01 MANHOLE INSPECTION REPORT LID/RIM SURFACE RIM ELEV: COMMENTS ON EXISTING CONDITIONS: ID 1 PIECE: 2 PIECE CONE LABELED 1 PIECE: ^ 2 PIECE . MH RIM: Ws.-f3>\ VJ>.\/^ C&t^C^NQW MH CONE : WAV SHAFTING STEPS/IJUNGS: PLASTIC P ! FLOWLINE ST£EL 7 MH SHAFTING: '^y^^^eA MH RING JOINTS: MASTIcj | GROUT []] BASE- TYPICAL MANHOLE CROSS-SECTION N 0 IE = N MH MANHOLE INVERTS DEPTH FROM RIM MH SHELF: -€^X^g^S^ MH FLOWLINE: C/oWl^^. MH LINING: \ K g>Nr^^ MH LOCATION: FLUSH W/SURFACE: ^ COVER: [Tj ACCESSIBLE: 'Z\'^ PONDING: INCHES: CONSTRUCTION: CASTING FIT: 7 MH CONDITION: MH WIDTH: [? MH DEPTH: ^ g # OF INVERTS: ROOTS IN MH: DEBRIS: INFILTRATION: PAVED (1) UNPAVED (2) YES (1) NO (2) SOLID (1) VENTED (2) |& ASSOCIATES. INC. PROJECT: C^OOO JOB NO MH # Gil LOCATION: ^Ouft SHEET OF ^ YES (1$B^^p)2y^^MeNT£0VERED (3) YES PRECAST (1) BRICK (2) FIBER (3) OTHER (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) INCHES AT BARREL INCHES RIM TO SHELF NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) NONE (1) LIGHT (2) MEDIUM (3) YES (1) NO (2) ^Sv>K-^v CARLSBAD MUNICIPAL WATER DISTRICT Agua Hedionda Sewer Inspection Surface Photo of MH #64 (concrete encased) Inside Photo ofMH #64 Job # 2798-04 Date: 11/02/01 MANHOLE INSPECTION REPORT LID/RIM SURFACE--. -RIM ELEV: ^SURFACE COMMENTS ON EXISTING CONDITIONS: MH LID: 1 PIECE: g 2 PIECE [ i CONI LABELED: X/'g^ JOINT MH RIM: MHCONE: NAefj^sVy ^QPy^W^ STEPS/RUNGS: PLASTIC [H STEEL SHAFTING 4^ MH SHAFTING: J2^.oe^d Af-r- MH RING jpi|MTS: MASTIcj | GROUT 8' BASE^ ?^''lL-&.^-XJ TYPICAL MANHOLE CROSS-SECTION 1 N MH BASE: MH MH FLOWLINE: ><i^"5=^ MH LINING: MH LOCATION: FLUSH W/SURFACE: COVER: ACCESSIBLE: PONDING: INCHES: CONSTRUCTION CASTING FIT: MH CONDITION: MH WIDTH: MH DEPTH: # OF INVERTS: ROOTS IN MH: DEBRIS: INFILTRATION: MANHOLE INVERTS DEPTH FROM RIM PAVED (1) UNPAVED (2) YES (1)N0(2) SOLID (1) VENTED (2) BOLTED (3) YES (1) BURIED (2) PAVEMENT COVERED (3) _ YES (1)NO(2) SIS ^ rn PRECAST (1) BRICK (2) FIBER (3) OTHER (4) ^ LJ ^OOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) ' GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) INCHES AT BARREL I^IAI INCHES RIM TO SHELF IT I NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) m NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) [JJYES (1)NO(2) PROJECT: CAXVAC^O MH#_JSL___ JOB N0.2I?£if__ BY:>£^ DATE: 7-30-01 LOCATION: o\ ^ W',c<Jn SHEET OF ^ CARLSBAD MUNICIPAL WATER DISTRICT Agua Hedionda Sewer Inspection Surface Photo of MH #65 (concrete encased) Inside Photo ofMH #65 Job # 2798-04 Date: 11/02/01 LID/RIM SURFACE CCWev^^ MANHOLE INSPECTION REPORT COMMENTS ON EXISTING CONDITIONS: |>^ 2 PIECE Q RIM ELEV: ^SURFACE MH JD 1 PIECE: ^ ABELED: MfS. 6-evs,-^k STEPS/RUNGS MHRIM: VA^jS^lvAJL^ r r^vTrSN^^ MH CONE STEPS^RUN(^S: PLASTIC | | STEEL | CONE SHAFTING TYPICAL MANHOLE CROSS-SECTION MH SHAFTING: Co>A C>re MH RING JOINTS: MASTIcj | GROUT N MH BASE: CjS>^yKibceke . MH SHELF: ( j^OVyy 0 X^^^^ MH FLOWLINE: OCS^AT MH LINING: MH LOCATION: FLUSH W/SURFACE COVER: ACCESSIBLE: PONDING: INCHES: CONSTRUCTION: CASTING FIT: MH CONDITION: MH WIDTH: MH DEPTH: # OF INVERTS: ROOTS IN MH: DEBRIS: INFILTRATION: MANHOLE INVERTS DEPTH FROM RIM ^ PAVED (1) UNPAVED (2) T YES (1) NO (2) ^ SOLID (1) VENTED (2) BOLTED (3) 1 YES (1) BURIED (2) PAVEMENT COVERED (3) ^YES (1)N0(2) wm rn PRECAST (1) BRICK (2) FIBER (3) OTHER (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) iSS\ GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) Q ^ INCHES AT BARREL I tTTTI INCHES RIM TO SHELF J NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) g NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) YES (1)NO (2) PROJECT: (>0^^ 'iOSm.^Z^ltli. BY:I^^ DATE: MH LOCATION: ^ 7cV Srrr^ Ly.W-^^lr^A^ SHEET OF ^ CARLSBAD MUNICIPAL WATER DISTRICT Agua Hedionda Sewer Inspection Surface Photo of MH #66 (concrete encased) Inside Photo ofMH #66 Job # 2798-04 Date: 11/02/01 MANHOLE INSPECTION REPORT COMMENTS ON EXISTING CONDITIONS: MH LID: 1 PIECE: 0)2 PIECE Q LABELED: V^^/^ ^ MH RIM: \ANe^\N V^.^ (--orxr^W^. MH CONE: \^^,,:) ^A^.i^y —CC7V»g/ STEPS/RUNGS: PLASTIC^ • STEEL p MH SHAFTING: C^Urxf-ek^ -Mi MH RING JOINTS: MASTIcj | GROUT 3o MH BASE: C (^yusj^j^j^Qt MH SHELF: f oV/sT^kf. MH FLOWLINE: CJOVA(^ MH LINING: VAJO\/0^ LID/RIM SURFACE;^ STEPS/RUiyOS •RIM ELEV: / ^SURFACE ! SHELF-^ CONE SHAFTING / BASE BASE^ TYPICAL MANHOLE CROSS-SECTION N MANHOLE INVERTS DEPTH FROM RIM MH LOCATION: ^ PAVED (1) UNPAVED (2) FLUSH W/SURFACE: ^ .YES (1) NO (2) COVER: SOLID (1) VENTED (2) BOLTED (3) \_ YES (1) BURIED (2) PAVEMENT COVERED (3) [^YES {1)NO(2) ACCESSIBLE: PONDING: INCHES: CONSTRUCTION: CASTING FIT: MH CONDITION: MH WIDTH: MH DEPTH: # OF INVERTS: ROOTS IN MH: DEBRIS: NFILTRATION: 7 ii V PRECAST (1) BRICK (2) FIBER (3) OTHER (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) \^TC INCHES AT BARREL / r/Tllyl INCHES RIM TO SHELF \] NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) ^ ASSOCUTES. INC. PROJECT: C/A.\iv^^ MH# LOCATION: SHEET OF JOB m.22^6dL BY>^DATE: l^lCrdX CARLSBAD MUNICIPAL WATER DISTRICT Agua Hedionda Sewer Inspection Surface Photo of MH #66 A, mislabeled #66, not shown on plans - Inside Photo of MH #66A (inside of manhole has pvc liner) Job # 2798-04 Date: 11/02/01 MANHOLE INSPECTION REPORT I COMMENTS ON EXISTING CONDITIONS: MH LID: 1 PIECE: \~] 2 PIECE LABELED: MHRIM: L^;lol COVfrf^.O^ MH CONE:_Jj24^vO$:£^ STEPS/RUNGS: PLASTIC] |STEEL | | MH SHAFTING: CPiAOr^^K^ MH RING JOINTS: MASTIcj | GROUT^ MH BASE: CO\f .yo)^ MH SHELF: C OWOrOJ 5^ MH FLOWLINE: ,INING:__j2Sfc^ MH LINING: LID/RIM SURFACE RIM ELEV: CONE STEPS/RUNGS SHAFTING i SHELF--^ I FLOWLINE^ BASE^ TYPICAL MANHOLE CROSS-SECTION N MANHOLE INVERTS DEPTH FROM RIM MH LOCATION: FLUSH W/SURFACE: COVER: ACCESSIBLE: PONDING: INCHES: CONSTRUCTION: CASTING FIT: MH CONDITION: MH WIDTH: MH DEPTH: ^ # OF INVERTS: ROOTS IN MH: DEBRIS: INFILTRATION: ( 7 L ( PAVED (1) UNPAVED (2) YES (1) NO (2) SOLID (1) VENTED (2) BOLTED (3) YES (1) BURIED (2) PAVEMENT COVERED (3) YES (1) NO (2) PRECAST (1) BRICK (2) FIBER (3) OTHER (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) 1/ I GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) Pf\INCHES AT BARREL INCHES RIM TO SHELF NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) ^ YES (1) NO (2) & ASSOCIATES. INC. PROJECT:. MH# C^Wl \n JOB NO._2ZSl:f BY:l^DATE:_2=^i^ LOCATION: n ^ C^i^yy^SZA ^ P.! Coa^^ SHEET OF CARLSBAD MUNICIPAL WATER DISTRICT Agua Hedionda Sewer Inspection Surface Photo ofMH #67 Inside Photo of MH #67 (inside of manhole has pvc liner) Job # 2798-04 Date: 11/02/01 M> ANHOLE INSPECTION REPORT LID/RIM SURFACE— RIM ELEV: / ^SURFACE COMMENTS ON EXISTING CONDITIONS: MH LID: 1 PIECE: 2 PIECE LABELED STEPS/RUNGS MH RIM MH CONE: C€></\Of-e\^ STEPS/RUNGS: PLASTIC Q STEEL [ MH SHAFTING: ^V^TTNO^^ MH RING JOINTS: MASTIC| | GROUT M CONE SHAFTING i FLOWLINE^ 1 BASE TYPICAL MANHOLE CROSS-SECTION N MH BASE: CHJ^^f MANHOLE INVERTS DEPTH FROM RIM MH LOCATION: MH SHELF: ^^QC^^ MH FLOWLINE: GoUT^^V-^ T FLUSH W/SURFACE: H" COVER: ACCESSIBLE: PONDING: INCHES: CONSTRUCTION: CASTING FIT: MH CONDITION: MH WIDTH MH DEPTH # OF INVERTS: ROOTS IN MH: DEBRIS: INFILTRATION: 1 i. m EE) m SI PAVED (1) UNPAVED (2) YES (1)N0 (2) SOLID (1) VENTED (2) BOLTED (3) YES (1) BURIED (2) PAVEMENT COVERED (3) YES (1) NO (2) . PRECAST (1) BRICK (2) FIBER (3) OTHER (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) INCHES AT BARREL INCHES RIM TO SHELF NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) «^ YES (1) NO (2) k ASSOCIATES. INC. PROJECT: MH# JOB NO.^7t^BY: ^DATE: ^7.CH)\ £2 . LOCATION: Q <iX, A< CCM/.W»^ g^j . ^ fA C^\^XiM ^ SHEET OF CARLSBAD MUNICIPAL WATER DISTRICT Agua Hedionda Sewer Inspection Surface Photo of MH #67A, not shown on plans Inside Photo of MH #67A (inside of manhole has pvc liner) Job # 2798-04 Date: 11/02/01 MANHOLE INSPECTION REPORT LID/RIM RIM ELEV: COMMENTS ON EXISTING CONDITIONS: MH LID: 1 PIECE: 2 PIECE [y] LABELED 3. SURFACE y'^^r::^--^ 7:7::::'::''::"—'— STEPS/RUNGS MHRIM: XTf^ Covy^OA MHCONE: C^fjy^V^ STEPS/RUNGS: PLASTIC | | STEEL | j MH SHAFTING: C (XAC tCeJ^j ~ CONE SHAFTING FLOWLINE^ j BASE- TYPICAL MANHOLE CROSS-SECTION N 0 0' ^ W ^—r-^E 0 MH RING JOINTS: MASTIcj | GROUT I^T^- i MH MH SHELF: Cei>\A,r\(32 MH FLOWLINE: ( i/^l MH LINING: MH LOCATION: FLUSH W/SURFACE COVER: ACCESSIBLE: PONDING: INCHES: CONSTRUCTION: CASTING FIT: MH CONDITION: MH WIDTH: MH DEPTH: # OF INVERTS: ROOTS IN MH: DEBRIS: INFILTRATION: 3 S IE = NHOLE INVERTS DEPTH FROM RIM '2. PAVED (1) UNPAVED (2) YES (1)NO(2) SOLID (1) VENTED (2) BOLTED (3) YES (1) BURIED (2) PAVEMENT COVERED (3) YES (1) NO (2) . PRECAST (1) BRICK (2) FIBER (3) OTHER (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) GOOD (1) FAIR (2) POOR (3) NEEDS ATTN. (4) INCHES AT BARREL INCHES RIM TO SHELF NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) ITI NONE (1) LIGHT (2) MEDIUM (3) HEAVY (4) YES (1)N0(2) PROJECT: r.AA\js^n JOB NO ^ MH #_67A LOCATION: ^. ^^cU C.^^^^OA. 4 £1 Uw-..^vL\ nit^-H BVy^XF DATE: l-TCrO, SHEET OF NORTH AGUA HEDIONDA INTERCEPTOR MANHOLE INSPECTION REPORT SUMMARY & RECOMMENDATIONS (5) Manholes with a condition of 1 (GOOD)-No work necessary #33 #65 #66 A #67 #67 A (4) Manholes with a condition of 2 (FAIR)- Pretreatment-clean by water blasting at 5,000 psi, then apply an epoxy liner to protect concrete from sulfide corrosion. Approximate cost for remediation is $1,500 per manhole. #9 #35 #37 # 66-fix infiltration at joint and remove corroded metal in shafting (42) Manholes with a condition of 3 (POOR)- Pretreatment-clean by water blasting at 5,000 psi, then apply cement coating V-i" to 1" thick as needed per manhole, and install an epoxy liner or bonded in place PVC sheet liner. It is important to make sure the liner to be installed is compatible with the cement undercoating. Verify compatibility with manufacturers prior to installation. Approximate cost for remediation is $4,500 per manhole. #8 # 16 #28 #50 #8 A #17 #29 #51 #9 #18 #30 #52 #9A #19 #31 #53 #10 #20 #39 #54 #10A #21 #40 #55 *R #11 #22 *R #41 #56 *R #12 #23 #43 #57 *R #13 #23 A #47 #58 *R #14 #24 #48 #15 #27 #49 (8) Manholes with a condition of 4 (NEEDS ATENTION) have two options of remediation: 1. Demolition and reconstruction of a new manhole, with application of epoxy or polyurethane liner after installation. 2. Water blast at 5,000 psi to remove all infiltration sediment deposits. Mechanically remove all corroded rebar, deteriorated concrete, and remove concrete behind exposed rebar to remain. Sandblast exposed rebar and treat exposed rebar with corrosion inhibitor. Apply bonding agent to all repair areas, and build up deteriorated concrete areas with cement or polymer mortar 3/4"-2" thick in repair areas. Apply an additional 14"-1" thick cement coating to entire manhole interior. Apply an epoxy liner to manhole after cement has cured or a bonded in place PVC sheet liner. It is important to make sure the liner to be installed is compatible with the cement undercoating. Verify with manufacturers prior to installation. At locations in Agua Hedionda Creek where high ground water and infiltration is present, sealing may be accomplished with water reacting resins. Approximate cost for remediation is $6,000 per manhole plus additional costs associated with accessibility and wetlands permitting. Both options are approximately the same costs. # 25 - Severely clogged manhole, water blast at 5000 psi, clear debris in line, and install epoxy or polyurethane liner. Demolition and reconstmction not necessary. # 46 - Replacement suggested due to easy access, total costs could be less than $5,000. # 59 (typ) *R # 60 (typ) # 61 (typ) *R # 62 (typ) *R # 63 (typ) # 64 (typ) *R= Manholes that require rim and cover replacement