2. Generated by MZR Plumbing & Drainage
Drainage defect codes
Defect codes to WRC standards
1: Occurrence’s without damage: for example, laterals joints etc.
NO DEFECTS WERE DETECTED.
2: Constructional deficiencies or occurrence’s with insignificant influence
to tightness, hydraulic or static pressure of pipe: i.e. wide joints, badly
torched intakes, minor deformation of plastic pipes, minor erosions etc.
REHABILITATION CAN BE SCHEDULED LONG-TERM.
3: Constructional deficiencies diminishing static, hydraulic and tightness:
i.e. open joints,
untorched intakes, cracks, minor drainage obstructions such as calcide
build ups, protruding laterals, minor damages to pipe wall, individual root
penetrations, corroded pipe walls etc.
REHABILITATION IS NECESSARY MEDIUM-TERM WITHIN 3 TO 5
YEARS.
4: Constructional damages with nonsufficient static safety, hydraulic or
tightness: i.e. axial/radial pipe bursts, pipe deformations, visually
noticeable infiltration/exfiltration, cavities in pipe-wall, severe protruding,
laterals severe root intrusion, severe corrosion of pipe wall etc.
REHABILITATION PROCEDURE IS URGENT AND HAS TO BE
COMPLETED WITHIN 1
TO 2 YEARS. NECESSITY FOR EMERCENCY OPERATIONS HAS TO
BE EXAMINED.
5: Pipe is already or will shortly be impermeable: i.e. collapsed pipe,
deeply rooted pipe or other drainage obstructions. Pipe loses water or
danger of backwater in basements etc.
REHABILITATION IS URGENT AND SHORT-TERM. IN ORDER TO
PREVENT FURTHER
DAMAGE, NECESSARY TEMPORARY SPOT REPAIR HAS TO BE
CONDUCTED ON EMERGENCY LEVEL.
3. MR PATEL B74 2HS- CCTV Survey Report : 03/05/16
MZR
MICHAEL BURROWS
25 FREASLEY ROAD
SHARD END
BIRMINGHAM
B34 7QA
0121 6631060
07967835427
info@mzrplumbing.com
Name :
Contact :
Location :
Town :
Region :
Postcode :
Tel :
Mobile :
Email :
Fax :
MR PATEL
MR PATEL
140A CHESTER ROAD
SUTTON COLDFIELD
BIRMINGHAM
B74 2HS
gold_chahal@hotmail.com
Name :
Contact :
Location :
Town :
Region :
Postcode :
Tel :
Mobile :
Email :
Fax :
MR PATEL
MR PATEL
140A CHESTER ROAD
SUTTON COLDFIELD
BIRMINGHAM
B74 2HS
gold_chahal@hotmail.com
Name :
Contact :
Location :
Town :
Region :
Postcode :
Tel :
Mobile :
Email :
Fax :
Client Information
Site Information
Grade 1 Defects Grade 2 Defects Grade 3 Defects Grade 4 Defects Grade 5 Defects0 0 0 0 0
Total grades for project
Inspection Report
Page 1
4. From To Dia Material G1 - 2 G3 - 4 G5
00.00m - 18.70m 100 Vitrified Clay (i.e. all clayware) 0 0 0
Section: 1 Start: FM1 End: END Road: 140A CHESTER ROAD
Length: 18.7 Use: Foul Depth: 600 Place: SUTTON COLDFIELD
Graded defect count per section
This section shows the number of graded defects per individual survey. A grade 5 defect being serious and
indicating more urgent repair. Grade 3-4 defects are less serious and are less urgent concerning repair. Grade 1-
2 defects are relatively minor and could be monitored and/or repaired if thought necessary.
Grade 1 Defects Grade 2 Defects Grade 3 Defects Grade 4 Defects Grade 5 Defects0 0 0 0 0
Total grades for project
Inspection Report
Page 2
5. Client: Location (Street Name): City/Town/Village Cust Job Ref. Surveyors Name: Date:
MR PATEL 140A CHESTER ROAD SUTTON COLDFIELD B74 2HS GARY 03/05/2016
Start Node Ref: FM1 Finish Node Ref: END Direction: D Height/Dia: 100
Start Node Depth: 600 Finish Node Depth: 0 Use: F Shape: C
Start Node Coordinate: Finish Node Coordinate: Material: VC Cleaned N
Drain Type Lining Type Lining Mat. Year Const. Weather Flow Cont. Length Remarks
A D N 18.7
Site: 140A CHESTER ROAD SUTTON COLDFIELD Section 1
Position Code Description CD Pic Grade
00.00m MH Start node type, manhole 0_0 0
04.44m REM General remark 0_1 0
04.44m LRF Line of drain/sewer deviates right [full] 0_2 0
18.70m SA Survey abandoned 0_99
99
0
Grade 1 Defects Grade 2 Defects Grade 3 Defects Grade 4 Defects Grade 5 Defects0 0 0 0 0
Total grades for project
Inspection Report
Page 3
6. Descriptive Report with Remarks and Observation Images
Pos Code Description Image
00.00m MH Start node type, manhole
FM1 START OF SURVEY FROM FOUL
MANHOLE 1
Image Provided - Ref: 0_0
04.44m REM General remark
FM2 PUSHED THOUGH
Image Provided - Ref: 0_1
04.44m LRF Line of drain/sewer deviates right [full]
LINE OF DRAIN DEVIATES RIGHT FULL
Image Provided - Ref: 0_2
Grade 1 Defects Grade 2 Defects Grade 3 Defects Grade 4 Defects Grade 5 Defects0 0 0 0 0
Total grades for project
Inspection Report
Page 4
7. Pos Code Description Image
18.70m SA Survey abandoned
END OF SURVEY OFF THE BOUNDARY
OF THE PROPERTY
Image Provided - Ref: 0_9999
Grade 1 Defects Grade 2 Defects Grade 3 Defects Grade 4 Defects Grade 5 Defects0 0 0 0 0
Total grades for project
Inspection Report
Page 5
8. Public Sewer
Assumed Foul Water
Surface Water
Assumed Surface Water
Combined Water
Assumed Combined Water
Foul Water Gully
Storm Water Gully
WC
Soil/Vent Pipe
Rainwater Pipe
Rodding Eye
Foul Manhole
Foul Inspection Chamber
Storm Manhole
Storm Inspection Chamber
Interceptor
Soakaway
Road Gully
Tree
Hedge
Shrub
Property Boundary Line
Invert level :__________
Pipe size:_____________
Material:_____________
550mm
100mm
CLAY
Foul Water
Client: MR PATEL
Site Address:
Site Drainage Plan
(1:100 on A4)
This plan is diagrammatic only and
has been prepared to illustrate the
general position of the property in
relationship to drains and sewers
within its boundaries
140A CHESTER ROAD
BIRMINGHAM
B74 2HS
FM1
FM2
FRONT ELEVATION
140A
