Kenilworth Place Sheffield - Drainage Strategy
Transcript of Kenilworth Place Sheffield - Drainage Strategy
ECCLESALL ROAD
k e n i l w o r t
h p l a
c e dis. parking
bin store
cycle store
EX MH
EX MH
SMH1Flow restrictionto 5l/sFIC5
FIC4
FIC3
FIC2
FIC1
SIC4
SIC3
SIC2
SIC1
S1Geo-cellular attenuation13m x 2.5m x 0.8m deep
Tank IL = 112.200
SIC5
900mmØ combined sewer
Proposed Surface Water Drain
Proposed Linear Drain
Proposed Foul Drain
Existing Drain/Sewer
Proposed Inspection Chamber
Proposed Manhole
Proposed Permeable Pavement
Key
Proposed Development -Kenilworth Place, Sheffield
Andromeda Group UK
1:200
Preliminary1242-001
Proposed Drainage Layout
Revision Details Date
Project
Client
Title
Date
Number
Scale
Status
269 Lincoln RoadNorth Hykeham, Lincoln, LN6 8NHTel : 07753 168226 Web: www.nc29.co.ukEmail : [email protected]
Drawn Checked
Oct 2021
CCCC
- - -
Copyright © 2021 NC29 Ltd
N
Notes1. Do note scale this drawing.2. This drawing is to be read in conjunction with all other project drawings and specifications.3. All dimensions are in millimetres unless stated otherwise.4. Should there be any conflict between the details indicated on this drawing and those indicated on other
drawings the Project Engineer shall be informed prior to construction.5. Until technical approval has been obtained from the relevant authority, it should be understood that all
drawings issued are preliminary and not for construction. Should the contractor commence site workprior to such approval being given, it is entirely at their own risk.
6. Drawing to be read in conjunction with 1242-002.7. All 100Ø proposed drainage pipes shown are to be laid at a minimum gradient of 1:80.8. All 150Ø proposed drainage pipes shown are to be laid at a minimum gradient of 1:150.9. All existing land drains encountered on site during construction are to be re-connected.10. Temporary protection to be provided to drainage work during construction as necessary.11. Topographical survey and architectural layout based on third party information.12. Anticipated foul flow rates calculated using discharge unit method to BS EN 12056-2.13. Drawing to be read in conjunction with Causeway Flow design pack.14. Pipes to be structured walled to BS EN 13476, Polypropylene to BE EN 1852 or PVC-U to BS EN 1401.15. Both clay and concrete pipes shall be strength class 120 (100/150mm min crushing strength 28kN/m).
Thermoplastic pipes shall have a minimum ring stiffness of SN416. Pipes which run adjacent to buildings shall be installed in strict accordance with Building Regulations
Part H, clauses 2.23 to 2.2517. Class Z concrete bed and surround to all foul and surface water pipes with less than 900mm cover
depth. Type S granular bed and surround to all foul and surface water pipes with greater than 900mmcover detph.
18. All manholes and inspection chambers subject to vehicular trafficking to have D400 load-rated coversand frames to BS EN 124. All manholes and inspection chambers not subject vehicular trafficking tohave B125 load-rated covers and frames to BS EN 124.
19. Concrete to be GEN1 unless specified otherwise.20. The first flexible joint in pipes adjoining a manhole shall be a maximum length of 600mm from the
inside face of the manhole, connecting to a rocker pipe. The length of the rocker pipe shall be 600mm.21. All foul and surface water pipes to be constructed to Building Regulations Part H.22. Geo-cellular units to be PolyStorm PSM1A or similar approved.23. Geo-cellular units to be installed in accordance with manufacturer's instructions and specification.24. Hydro-Brake devices or similar approved to achieve flow restrictions as shown.
CDM RequirementsRisk - Deep excavationControl method - Contractor to design trench support to depths shown on drawings and in the manholeschedule, appropriate to the ground conditions.Risk - Water ingress into excavations, including ground waterControl method - Contractor to specify method of dealing with ingress of water into excavations, inparticular if ground water is experienced. Contractor to undertake trench inspections prior to entry into anyexcavation, and again if left overnight or if conditions change.
Foul Water Manhole Schedule
Surface Water Manhole Schedule
NC29 Ltd File: Kenilworth Place - SW Calcs.pfdNetwork: Proposed Storm NetworkCraig Cook18/10/2021
Page 1
Flow+ v10.2 Copyright © 1988-2021 Causeway Technologies Ltd
Design Se ngs
Rainfall MethodologyReturn Period (years)
Addi onal Flow (%)FSR Region
M5-60 (mm)Ra o-R
CVTime of Entry (mins)
FSR20England and Wales20.0000.4000.7504.00
Maximum Time of Concentra on (mins)Maximum Rainfall (mm/hr)
Minimum Velocity (m/s)Connec on Type
Minimum Backdrop Height (m)Preferred Cover Depth (m)
Include Intermediate GroundEnforce best prac ce design rules
30.0050.01.00Level So ts2.0000.600✓✓
Nodes
Name Area(ha)
T of E(mins)
CoverLevel(m)
Diameter(mm)
Eas ng(m)
Northing(m)
Depth(m)
SIC1SIC2SIC3SIC4SIC5SMH1S1EX MH 1EX MH 2EX SEWER
0.0210.0210.0210.0210.014
4.004.004.004.004.00
117.000115.700114.300113.900108.400113.600113.600113.580108.420108.100
450450450450450
1200
900900
433055.388433064.938433076.459433082.812433074.978433083.467433081.750433085.606433073.662433070.225
385609.541385616.924385624.072385626.658385665.994385630.236385629.189385630.825385665.576385676.099
0.7500.7500.7500.7000.7001.4201.4001.4221.4441.234
Links
Name USNode
DSNode
Length(m)
ks (mm) /n
US IL(m)
DS IL(m)
Fall(m)
Slope(1:X)
Dia(mm)
T of C(mins)
Rain(mm/hr)
Name Vel(m/s)
Cap(l/s)
Flow(l/s)
USDepth
(m)
DSDepth
(m)
Σ Area(ha)
Σ AddIn ow
(l/s)
ProDepth(mm)
ProVelocity
(m/s)
1.000 SIC1 SIC2 12.071 0.600 116.250 114.950 1.300 9.3 150 4.06 50.0
1.000 3.326 58.8 2.8 0.600 0.600 0.021 0.0 23 1.730
1.001 SIC2 SIC3 13.558 0.600 114.950 113.550 1.400 9.7 150 4.13 50.0
1.001 3.256 57.5 5.7 0.600 0.600 0.042 0.0 32 2.091
1.002 SIC3 S1 7.361 0.600 113.550 112.200 1.350 5.5 150 4.16 50.0
1.002 4.344 76.8 8.5 0.600 1.250 0.063 0.0 34 2.880
2.000 SIC4 S1 2.745 0.600 113.200 112.250 0.950 2.9 100 4.01 50.0
2.000 4.584 36.0 2.8 0.600 1.250 0.021 0.0 19 2.743
1.003 S1 SMH1 2.011 0.600 112.200 112.180 0.020 100.6 150 4.19 50.0
1.003 1.002 17.7 11.4 1.250 1.270 0.084 0.0 88 1.063
1.004 SMH1 EX MH 1 2.219 0.600 112.180 112.158 0.022 100.8 150 4.23 50.0
1.004 1.000 17.7 11.4 1.270 1.272 0.084 0.0 88 1.062
1.005 EX MH 1 EX MH 2 36.746 0.600 112.158 106.976 5.182 7.1 150 4.39 50.0
1.005 3.808 67.3 11.4 1.272 1.294 0.084 0.0 42 2.857
3.000 SIC5 EX MH 2 1.381 0.600 107.700 107.026 0.674 2.0 100 4.00 50.0
3.000 5.446 42.8 1.9 0.600 1.294 0.014 0.0 14 2.736
1.006 EX MH 2 EX SEWER 11.070 0.600 106.976 106.866 0.110 100.6 150 4.57 50.0
1.006 1.001 17.7 13.3 1.294 1.084 0.098 0.0 97 1.097
NC29 Ltd File: Kenilworth Place - SW Calcs.pfdNetwork: Proposed Storm NetworkCraig Cook18/10/2021
Page 2
Flow+ v10.2 Copyright © 1988-2021 Causeway Technologies Ltd
Pipeline Schedule
Link Length(m)
Slope(1:X)
Dia(mm)
LinkType
US CL(m)
US IL(m)
US Depth(m)
DS CL(m)
DS IL(m)
DS Depth(m)
Link USNode
Dia(mm)
NodeType
MHType
DSNode
Dia(mm)
NodeType
MHType
1.000 12.071 9.3 150 Circular 117.000 116.250 0.600 115.700 114.950 0.600
1.000 SIC1 450 Manhole Adoptable SIC2 450 Manhole Adoptable
1.001 13.558 9.7 150 Circular 115.700 114.950 0.600 114.300 113.550 0.600
1.001 SIC2 450 Manhole Adoptable SIC3 450 Manhole Adoptable
1.002 7.361 5.5 150 Circular 114.300 113.550 0.600 113.600 112.200 1.250
1.002 SIC3 450 Manhole Adoptable S1 Junc on
2.000 2.745 2.9 100 Circular 113.900 113.200 0.600 113.600 112.250 1.250
2.000 SIC4 450 Manhole Adoptable S1 Junc on
1.003 2.011 100.6 150 Circular 113.600 112.200 1.250 113.600 112.180 1.270
1.003 S1 Junc on SMH1 1200 Manhole Adoptable
1.004 2.219 100.8 150 Circular 113.600 112.180 1.270 113.580 112.158 1.272
1.004 SMH1 1200 Manhole Adoptable EX MH 1 900 Manhole Adoptable
1.005 36.746 7.1 150 Circular 113.580 112.158 1.272 108.420 106.976 1.294
1.005 EX MH 1 900 Manhole Adoptable EX MH 2 900 Manhole Adoptable
3.000 1.381 2.0 100 Circular 108.400 107.700 0.600 108.420 107.026 1.294
3.000 SIC5 450 Manhole Adoptable EX MH 2 900 Manhole Adoptable
1.006 11.070 100.6 150 Circular 108.420 106.976 1.294 108.100 106.866 1.084
1.006 EX MH 2 900 Manhole Adoptable EX SEWER Junc on
Manhole Schedule
Node Eas ng(m)
Northing(m)
CL(m)
Depth(m)
Dia(mm)
Connec ons Link IL(m)
Dia(mm)
SIC1
SIC2
SIC3
SIC4
SIC5
SMH1
433055.388
433064.938
433076.459
433082.812
433074.978
433083.467
385609.541
385616.924
385624.072
385626.658
385665.994
385630.236
117.000
115.700
114.300
113.900
108.400
113.600
0.750
0.750
0.750
0.700
0.700
1.420
450
450
450
450
450
1200
0
1
0
1
0
0
0
1
0
01
01
0
0
01
0
1.0001.000
1.0011.001
1.002
2.000
3.0001.003
1.004
116.250114.950
114.950113.550
113.550
113.200
107.700112.180
112.180
150150
150150
150
100
100150
150
NC29 Ltd File: Kenilworth Place - SW Calcs.pfdNetwork: Proposed Storm NetworkCraig Cook18/10/2021
Page 3
Flow+ v10.2 Copyright © 1988-2021 Causeway Technologies Ltd
Manhole Schedule
Node Eas ng(m)
Northing(m)
CL(m)
Depth(m)
Dia(mm)
Connec ons Link IL(m)
Dia(mm)
S1
EX MH 1
EX MH 2
EX SEWER
433081.750
433085.606
433073.662
433070.225
385629.189
385630.825
385665.576
385676.099
113.600
113.580
108.420
108.100
1.400
1.422
1.444
1.234
900
900
12
0
1
0
1
2
0
1
12
01
012
01
2.0001.002
1.0031.004
1.0053.0001.005
1.0061.006
112.250112.200
112.200112.158
112.158107.026106.976
106.976106.866
100150
150150
150100150
150150
Simula on Se ngs
Rainfall MethodologyFSR Region
M5-60 (mm)Ra o-R
Summer CVWinter CV
FSREngland and Wales20.0000.4000.7500.840
Analysis SpeedSkip Steady State
Drain Down Time (mins)Addi onal Storage (m³/ha)
Check Discharge Rate(s)Check Discharge Volume
Normalx24020.0xx
Storm Dura ons15 30 60 120 180 240 360 480 600 720 960 1440
Return Period(years)
Climate Change(CC %)
Addi onal Area(A %)
Addi onal Flow(Q %)
230
100
00
40
000
000
Node SMH1 Online Hydro-Brake® Control
Flap ValveReplaces Downstream Link
Invert Level (m)Design Depth (m)Design Flow (l/s)
x✓112.1801.4005.0
Objec veSump Available
Product NumberMin Outlet Diameter (m)
Min Node Diameter (mm)
(HE) Minimise upstream storage✓CTL-SHE-0100-5000-1400-50000.1501200
Node S1 Soakaway Storage Structure
Base Inf Coe cient (m/hr)Side Inf Coe cient (m/hr)
Safety FactorPorosity
0.000000.000002.00.95
Invert Level (m)Time to half empty (mins)
Pit Width (m)Pit Length (m)
112.2006413.0002.500
Depth (m)Inf Depth (m)
Number Required
0.800
1
NC29 Ltd File: Kenilworth Place - SW Calcs.pfdNetwork: Proposed Storm NetworkCraig Cook18/10/2021
Page 4
Flow+ v10.2 Copyright © 1988-2021 Causeway Technologies Ltd
Results for 2 year Cri cal Storm Dura on. Lowest mass balance: 99.90%
Node Event USNode
Peak(mins)
Level(m)
Depth(m)
In ow(l/s)
NodeVol (m³)
Flood(m³)
Status
Link Event(Upstream Depth)
USNode
Link DSNode
Ou low(l/s)
Velocity(m/s)
Flow/Cap LinkVol (m³)
DischargeVol (m³)
15 minute winter SIC1 10 116.277 0.027 4.0 0.0191 0.0000 OK
15 minute winter SIC1 1.000 SIC2 4.0 1.423 0.068 0.0342
15 minute winter SIC2 10 114.989 0.039 8.0 0.0277 0.0000 OK
15 minute winter SIC2 1.001 SIC3 8.0 2.180 0.139 0.0498
15 minute winter SIC3 10 113.590 0.040 12.0 0.0288 0.0000 OK
15 minute winter SIC3 1.002 S1 12.0 2.845 0.156 0.0718
15 minute summer SIC4 9 113.223 0.023 4.0 0.0178 0.0000 OK
15 minute summer SIC4 2.000 S1 4.0 2.952 0.111 0.0098
15 minute winter SIC5 10 107.719 0.019 2.7 0.0106 0.0000 OK
15 minute winter SIC5 3.000 EX MH 2 2.7 2.869 0.063 0.0013
30 minute winter SMH1 24 112.353 0.173 4.5 0.1958 0.0000 SURCHARGED
30 minute winter SMH1 Hydro-Brake® EX MH 1 4.4
30 minute winter S1 24 112.355 0.155 11.9 4.7909 0.0000 SURCHARGED
30 minute winter S1 1.003 SMH1 4.5 0.420 0.252 0.0354
30 minute winter EX MH 1 24 112.184 0.026 4.4 0.0165 0.0000 OK
30 minute winter EX MH 1 1.005 EX MH 2 4.4 1.180 0.065 0.1614
15 minute winter EX MH 2 11 107.040 0.064 6.4 0.0407 0.0000 OK
15 minute winter EX MH 2 1.006 EX SEWER 6.4 0.912 0.363 0.0779 8.2
15 minute winter EX SEWER 11 106.928 0.062 6.4 0.0000 0.0000 OK
NC29 Ltd File: Kenilworth Place - SW Calcs.pfdNetwork: Proposed Storm NetworkCraig Cook18/10/2021
Page 5
Flow+ v10.2 Copyright © 1988-2021 Causeway Technologies Ltd
Results for 30 year Cri cal Storm Dura on. Lowest mass balance: 99.90%
Node Event USNode
Peak(mins)
Level(m)
Depth(m)
In ow(l/s)
NodeVol (m³)
Flood(m³)
Status
Link Event(Upstream Depth)
USNode
Link DSNode
Ou low(l/s)
Velocity(m/s)
Flow/Cap LinkVol (m³)
DischargeVol (m³)
15 minute winter SIC1 10 116.287 0.037 7.7 0.0264 0.0000 OK
15 minute winter SIC1 1.000 SIC2 7.7 1.696 0.131 0.0552
15 minute winter SIC2 10 115.005 0.055 15.4 0.0394 0.0000 OK
15 minute winter SIC2 1.001 SIC3 15.4 2.599 0.268 0.0803
15 minute winter SIC3 10 113.606 0.056 23.1 0.0405 0.0000 OK
15 minute winter SIC3 1.002 S1 23.1 3.126 0.301 0.0870
15 minute winter SIC4 10 113.231 0.031 7.7 0.0236 0.0000 OK
15 minute winter SIC4 2.000 S1 7.7 3.094 0.214 0.0136
15 minute summer SIC5 9 107.726 0.026 5.1 0.0148 0.0000 OK
15 minute summer SIC5 3.000 EX MH 2 5.1 3.176 0.119 0.0025
30 minute winter SMH1 26 112.551 0.371 5.4 0.4196 0.0000 SURCHARGED
30 minute winter SMH1 Hydro-Brake® EX MH 1 5.0
30 minute winter S1 26 112.554 0.354 23.1 10.9217 0.0000 SURCHARGED
30 minute winter S1 1.003 SMH1 5.4 0.488 0.306 0.0354
30 minute winter EX MH 1 26 112.186 0.028 5.0 0.0176 0.0000 OK
30 minute winter EX MH 1 1.005 EX MH 2 5.0 1.248 0.074 0.2017
15 minute winter EX MH 2 10 107.057 0.081 9.7 0.0515 0.0000 OK
15 minute winter EX MH 2 1.006 EX SEWER 9.5 1.005 0.539 0.1051 15.5
15 minute winter EX SEWER 10 106.944 0.078 9.5 0.0000 0.0000 OK
NC29 Ltd File: Kenilworth Place - SW Calcs.pfdNetwork: Proposed Storm NetworkCraig Cook18/10/2021
Page 6
Flow+ v10.2 Copyright © 1988-2021 Causeway Technologies Ltd
Results for 100 year +40% CC Cri cal Storm Dura on. Lowest mass balance: 99.90%
Node Event USNode
Peak(mins)
Level(m)
Depth(m)
In ow(l/s)
NodeVol (m³)
Flood(m³)
Status
Link Event(Upstream Depth)
USNode
Link DSNode
Ou low(l/s)
Velocity(m/s)
Flow/Cap LinkVol (m³)
DischargeVol (m³)
15 minute summer SIC1 10 116.300 0.050 14.0 0.0359 0.0000 OK
15 minute summer SIC1 1.000 SIC2 14.0 1.960 0.238 0.0866
15 minute summer SIC2 10 115.028 0.078 28.0 0.0560 0.0000 OK
15 minute summer SIC2 1.001 SIC3 28.0 3.008 0.487 0.1262
15 minute winter SIC3 10 113.630 0.080 42.0 0.0574 0.0000 OK
15 minute winter SIC3 1.002 S1 41.9 3.421 0.546 0.0999
60 minute winter SIC4 58 113.313 0.113 6.9 0.0860 0.0000 SURCHARGED
60 minute winter SIC4 2.000 S1 6.9 2.182 0.192 0.0215
15 minute summer SIC5 9 107.735 0.035 9.3 0.0195 0.0000 OK
15 minute summer SIC5 3.000 EX MH 2 9.3 3.245 0.217 0.0047
60 minute winter SMH1 58 113.310 1.130 5.8 1.2778 0.0000 FLOOD RISK
60 minute winter SMH1 Hydro-Brake® EX MH 1 5.0
60 minute winter S1 58 113.312 1.112 27.6 24.7154 0.0000 FLOOD RISK
60 minute winter S1 1.003 SMH1 5.8 0.467 0.327 0.0354
60 minute summer EX MH 1 93 112.186 0.028 5.0 0.0176 0.0000 OK
60 minute summer EX MH 1 1.005 EX MH 2 5.0 1.253 0.074 0.2362
15 minute winter EX MH 2 10 107.082 0.106 14.3 0.0674 0.0000 OK
15 minute winter EX MH 2 1.006 EX SEWER 14.2 1.094 0.803 0.1437 28.3
15 minute winter EX SEWER 10 106.967 0.101 14.2 0.0000 0.0000 OK
YORKSHIRE WATERPROTECTION OF MAINS AND SERVICES
1. The position of Yorkshire Water Services Ltd (YWS) apparatus shown on the existing mains record drawing(s) indicates the general position and nature of our apparatus and the accuracy of this information cannot be guaranteed. Any damage to YWS apparatus as a result of your works may have serious consequences and you will be held responsible for all costs incurred. Prior to commencing major works, the exact location of apparatus must be determined on site, if necessary by excavating trial holes. The actual position of such apparatus and that of service pipes which have not been indicated must be established on site by contacting the Customer Helpline on 0845 124 24 24 for both water and sewerage.
2. The public sewer and water network is lawfully retained in its existing position and the sewerage and water undertaker is entitled to have it remain so without any disturbance. The provisions of section 159 of the Water Industry Act 1991 provides that the undertaker may "inspect, maintain, adjust, repair or alter" the network. Those rights are given to enable the undertaker to perform its statutory duties. Any development of the land or any other action that unacceptably hindered the exercise of those rights would be unlawful. The provisions contained in Section 185 of the Water Industry Act 1991 state that where it is reasonable to do so, a person may require the water supply undertaker to alter or remove a pipe where it is necessary to enable that person to carry out a proposed change of use of the land. The provisions contained in Section 185 also require the person making the request to pay the full cost of carrying out the necessary works.
3. Ground levels over existing YWS apparatus are to be maintained. Sewers in highways will generally be laid to give 1200mm of cover from finished ground level working to kerb races, other permanent identification of the limits of the road or to an agreed line and level. Substantial increases or decreases to this 1200mm depth of cover will result in the sewer being re-laid at your expense. Water mains and services will generally be laid with a minimum of 750mm depth of cover however some mains and services usually those installed over 50 years ago may have less ground cover.
4. If surface levels are to be decreased / increased significantly the effects on existing water supply apparatus will be carefully considered and if any alterations are necessary, the costs of the alterations will be recharged to you in full. Outlets on fire hydrants must be no more than 300mm below the new levels and all surface boxes must be adjusted as part of the scheme.
5. To enable future repair works to be carried out without hindrance; any pipe, cable, duct, etc. installed parallel to a water main or service pipe should not be installed directly over or within 300mm of a water main or service pipe or 1000mm of a waste water asset. Where a pipe, cable, duct, etc. crosses a main or service it should preferably cross perpendicular or at an angle of no less than 45o and with a minimum clearance of 150mm. These requirements apply to activities within an existing highway and are relevant to the installation of pipes, cables, ducts, etc. up to and including 250mm in diameter (see illustration below). Necessary protection measures for installations greater than 250mm in diameter and/or in private land will need to be agreed on an individual basis. Installations within a new development site must comply with the National Joint Utilities Group publication Volume 2: NJUG Guidelines On The Positioning Of Underground Utilities Apparatus For New Development Sites.
6. All excavation works near to YW apparatus should be by hand digging only.
7. Backfilling with a suitable material to a minimum 300mm above YW apparatus is required.
8. Adequate support must be provided where any works pass under YW apparatus.
9. Jointing chambers, lighting columns and other structures must be installed in such a way that future repair or maintenance works to YW apparatus will not be hindered.
10. Apparatus such as; railings, sign posts, etc. must not be placed in such a way that they prevent access to or full operation of controlling valves, hydrants or similar apparatus. YWS surface boxes must not be covered or buried. Any adjustment, alteration or replacement of manhole covers must be agreed on site prior to the commencement of the works with a YWS Inspector who may be contacted via our Call Centre on 0845 124 24 24.
11. Explosives shall not be used within 100 metres of any Yorkshire Water Services apparatus or installations.
12. Vibrating plant should not be used directly over any apparatus. Movement or operation by vehicles or heavy plant is not to be permitted in the immediate vicinity of YWS plant or apparatus unless there has been prior consultation and, if necessary, adequate protection provided without cost to YWS.
13. Under no circumstances should thrust boring or similar trenchless techniques commence until the actual position of the Company's mains/services along the proposed route have been confirmed by trial holes.
14. Any alterations to the highway should be notified following the procedures outlined in the New Road and Street Works Act 1991 Code of Practice; Measures Necessary Where Apparatus Is Affected By Major Works (Diversionary Works).
15. You will be held responsible for any damage or loss to YWS apparatus during and after completion of work, caused by yourselves, your servant or agent. Any damage caused or observed to YWS plant or apparatus should be immediately reported to YWS. Should YW incur any costs as a result of non-compliance with the above, all costs will be rechargeable in full.
16. You should ensure that nothing is done on the site to prejudice the safety or operation of YWS employees, plant or apparatus.
17. In accordance with the New Roads and Street Works Act 1991, Chapter 22, Part 3, Section 80. The location of any identified YW asset “which is not marked, or is wrongly marked, on the records made available” should be communicated back to Yorkshire Water. The location of the apparatus should be identified on copies of the supplied plans which should be returned to Yorkshire Water (Asset Records Team) with photographic supporting evidence where possible.
18. The Government has decided that responsibility for private sewers serving two or more properties and lateral drains (the section of pipe beyond the boundary of a single property, connecting it to the public sewer) will be transferred to the water companies on Oct 1 2011.
1Registered office, Yorkshire water Services Limited.Western House, Halifax Road, Bradford BD62SZ. Registered in England and wales No. 2366682
Private pumping stations will also transfer during the period 1 October 2011 – 1 Oct 2016. Records of these assets may not yet be shown on the existing mains record drawing(s). If you encounter any of these assets you must inform Yorkshire Water Services Ltd (YWS).
19. Please note that the information supplied on the enclosed plans is reproduced from Ordnance Survey material with the permission of the Ordnance Survey on behalf of the Controller of Her Majesty's Stationery Office, © Crown Copyright. Unauthorised reproduction infringes Crown Copyright and may lead to prosecution or civil proceedings. Licence Number 1000019559.
20. This information is for guidance only and the position and depth of any YW apparatus is approximate only. Likewise, the nature and condition of any YW apparatus cannot be guaranteed. YW has no responsibility for recording the locations of privately owned apparatus. As of 1 October 2011, there may be some lateral drains and/or public sewers which are not documented on YW records but may still be present. For the avoidance of doubt, this information is not a substitute for appropriate professional and/or legal advice. YW accepts no responsibility for any inaccuracy or omissions in this information. The actual position of YW apparatus must be determined on site by excavating trail holes by hand. YW requires a minimum of two working days’ written notice of the intention to excavate any trial holes before any excavation can be undertaken. If there are any queries in this respect please contact Yorkshire Water on 0845 124 24 24.
2Registered office, Yorkshire water Services Limited.Western House, Halifax Road, Bradford BD62SZ. Registered in England and wales No. 2366682
3Registered office, Yorkshire water Services Limited.Western House, Halifax Road, Bradford BD62SZ. Registered in England and wales No. 2366682
Play Area
Def
Def
LB
Shelter
751753
Trees
103
Gas G
over
nor
736
765
726
755
749
124
7
116
7391
105132
775
11 111.6m
El
112.5m
Sub Sta
MA
RM
ION
RO
AD
115.8m
Def
CR
Def
117
134
142
107
127
Squash & Racketball ClubHallamshire Tennis,
Tennis Courts
Tennis Court
Tennis Courts
Shelter
War
d B
dy
TCB
FB
Hunter's Bar
Weir
Weirs
Weirs
Weir
80
Boro Const Bdy
Co Const Bdy
CS
Und
6
Shelter
40
2
10
737
14
8
88
Pavilion103.6m
13
422
13
Weir
1
25
Tank
Shelter
2
57 10
5
37
1
5
716
677
20
75
89
32
2
69
90
13
52
45
1
42
72
47 12
2
KENILWORTH PLACE
717 16
85
705
HUNTER HILL ROAD
26
420
30
92
14
25
663
13
727
109.1m
52
Stone
667
HUNTER HOUSE ROAD
Tom Wood
Monument
El Sub Sta
22
66
99
79
20
36
45
62
82
Bank
28
50
23
Church
30
76
112
PIN
NE
R R
OA
D
ROSSINGTON ROAD
Shelter
16
3
62
TCBs
91
73
Porter
6
1
103.6m
16
40
Bank
30
59
PC
35
35
12
105.2m
100
14
Brook
102.4m
Shelter
126
65
35
4
23
53
3
65
55
32
669
22
31
32
283
23
13
659
665
45
6
GU
ES
T R
OA
D
13
685 to 693695
17
55
20
64
48
58
67
46
67
LB
5616
11a
40
52
43
15
FULMER ROAD
29
69
79
38
ASSUMED COA
S/E
L 1997
S/EL 1997
ASSUMEDTAPER
S/EL 1997
FCAV
FCAV
SV/WO
L58 P24
CV(B)
S/EL 1997
250MM PE GAS MAIN
CV(B)
S/EL 1997
N/F OCT 99
QUERY: ASSUMEDLAYOUT DEC 99
QUERY: UNKNOWNFITTING OCT 99
QUERY: ASSUMEDLAYOUT DEC 99
CHAMBER
N/F OCT 99
FITTINGUNKNOWN
N/F OCT 99
S/E
L 1997
QUERY: NO AS-LAID AVAILABLEFOR J26205 MAR 00
S/EL 1999
S/E
L 19
99
S/EL 1999
S/EL 1999
S/EL 1999
AIR SCOURED
AIR SCOURED
AIR SCOURED
AIR SCOURED
AIR SCOURED
AIR SCOURED
AIR SCOURED
AIR SCOURED
AIR SCOURED
AIR SCOURED
AIR SCOURED
AIR
SC
OU
RE
D
AIR SCOUREDA
IR S
CO
UR
ED
AIR SCOURED
AIR
SC
OU
RE
D
AIR SCOURED
AIR SCOURED
AIR
SC
OU
RE
D AIR SCOURED
AIR SCOURED
AIR
SC
OU
RE
D
AIR
SC
OU
RE
D
AIR SCOURED
AIR
SC
OU
RE
D
AIR SCOURED
AIR SCOURED
AIR
SC
OU
RE
D
AIR SCOURED
CV(B)
4ins AC SURVEYED ATTHIS POINT MAR 10
110mm MDPE SURVEYED AT THIS POINT MAY 10
CV(B)
DEPTH 1.2m
Reproduced by permission of Ordnance Survey on behalf of HMSO © Crown copyright and database 2014. All rights reserved Ordnance Survey Licence number 100022432
Public Clean Water Network 14/10/2021 15:04:00 OS Grid Coordinates: 432901 : 385449 svcGISSafeMovePDMap Name : SK3285SE
4
Play Area
Def
Def
LB
Shelter
751753
Trees
103
Gas G
over
nor
736
765
726
755
749
124
7
116
7391
105132
775
11 111.6m
El
112.5m
Sub Sta
MA
RM
ION
RO
AD
115.8m
Def
CR
Def
117
134
142
107
127
Squash & Racketball ClubHallamshire Tennis,
Tennis Courts
Tennis Court
Tennis Courts
Shelter
War
d B
dy
TCB
FB
Hunter's Bar
Weir
Weirs
Weirs
Weir
80
Boro Const Bdy
Co Const Bdy
CS
Und
6
Shelter
40
2
10
737
14
8
88
Pavilion103.6m
13
422
13
Weir
1
25
Tank
Shelter
2
57 10
5
37
1
5
716
677
20
75
89
32
2
69
90
13
52
45
1
42
72
47 12
2
KENILWORTH PLACE
717 16
85
705
HUNTER HILL ROAD
26
420
30
92
14
25
663
13
727
109.1m
52
Stone
667
HUNTER HOUSE ROAD
Tom Wood
Monument
El Sub Sta
22
66
99
79
20
36
45
62
82
Bank
28
50
23
Church
30
76
112
PIN
NE
R R
OA
D
ROSSINGTON ROAD
Shelter
16
3
62
TCBs
91
73
Porter
6
1
103.6m
16
40
Bank
30
59
PC
35
35
12
105.2m
100
14
Brook
102.4m
Shelter
126
65
35
4
23
53
3
65
55
32
669
22
31
32
283
23
13
659
665
45
6
GU
ES
T R
OA
D
13
685 to 693695
17
55
20
64
48
58
67
46
67
LB
5616
11a
40
52
43
15
FULMER ROAD
29
69
79
38
2.52 >> 2.82
2.52 >> 2.82
2.52 >> 2.82
2.52 >> 2.82
2.52 >> 2.82
2.52 >> 2.82
2.52 >> 2.82
2.52 >> 2.82
2.52 >> 2.82
2.52 >> 2.82
2.52 >> 2.82
2.52 >> 2.82
2.52 >> 2.82
2.52 >> 2.82
2.52 >> 2.82
2.52 >> 2.82
2.52 >> 2.82
2.94 >>
2.962.94 >
> 2.96
2.94 >>
2.962.94 >
> 2.96
2.94 >>
2.962.94 >
> 2.96
2.94 >>
2.962.94 >
> 2.96
2.94 >>
2.962.94 >
> 2.96
2.94 >>
2.962.94 >
> 2.96
2.94 >>
2.962.94 >
> 2.96
2.94 >>
2.962.94 >
> 2.96
2.94 >>
2.96
2.96 >>
2.822.96 >
> 2.82
2.96 >>
2.822.96 >
> 2.82
2.96 >>
2.822.96 >
> 2.82
2.96 >>
2.822.96 >
> 2.82
2.96 >>
2.822.96 >
> 2.82
2.96 >>
2.822.96 >
> 2.82
2.96 >>
2.822.96 >
> 2.82
2.96 >>
2.822.96 >
> 2.82
2.96 >>
2.82
2.82 >> 3.17
2.82 >> 3.17
2.82 >> 3.17
2.82 >> 3.17
2.82 >> 3.17
2.82 >> 3.17
2.82 >> 3.17
2.82 >> 3.17
2.82 >> 3.17
2.82 >> 3.17
2.82 >> 3.17
2.82 >> 3.17
2.82 >> 3.17
2.82 >> 3.17
2.82 >> 3.17
2.82 >> 3.17
2.82 >> 3.17
2.96 >> 2.98
2.96 >> 2.98
2.96 >> 2.98
2.96 >> 2.98
2.96 >> 2.98
2.96 >> 2.98
2.96 >> 2.98
2.96 >> 2.98
2.96 >> 2.98
2.96 >> 2.98
2.96 >> 2.98
2.96 >> 2.98
2.96 >> 2.98
2.96 >> 2.98
2.96 >> 2.98
2.96 >> 2.98
2.96 >> 2.98
2.98
>>
3.6
12.
98 >
> 3
.61
2.98
>>
3.6
12.
98 >
> 3
.61
2.98
>>
3.6
12.
98 >
> 3
.61
2.98
>>
3.6
12.
98 >
> 3
.61
2.98
>>
3.6
12.
98 >
> 3
.61
2.98
>>
3.6
12.
98 >
> 3
.61
2.98
>>
3.6
12.
98 >
> 3
.61
2.98
>>
3.6
12.
98 >
> 3
.61
2.98
>>
3.6
1
2.9 >> 3.04
2.9 >> 3.04
2.9 >> 3.04
2.9 >> 3.04
2.9 >> 3.04
2.9 >> 3.04
2.9 >> 3.04
2.9 >> 3.04
2.9 >> 3.04
2.9 >> 3.04
2.9 >> 3.04
2.9 >> 3.04
2.9 >> 3.04
2.9 >> 3.04
2.9 >> 3.04
2.9 >> 3.04
2.9 >> 3.04
3.61
>>
3.1
63.
61 >
> 3
.16
3.61
>>
3.1
63.
61 >
> 3
.16
3.61
>>
3.1
63.
61 >
> 3
.16
3.61
>>
3.1
63.
61 >
> 3
.16
3.61
>>
3.1
63.
61 >
> 3
.16
3.61
>>
3.1
63.
61 >
> 3
.16
3.61
>>
3.1
63.
61 >
> 3
.16
3.61
>>
3.1
63.
61 >
> 3
.16
3.61
>>
3.1
63.04 >> 3.16
3.04 >> 3.16
3.04 >> 3.16
3.04 >> 3.16
3.04 >> 3.16
3.04 >> 3.16
3.04 >> 3.16
3.04 >> 3.16
3.04 >> 3.16
3.04 >> 3.16
3.04 >> 3.16
3.04 >> 3.16
3.04 >> 3.16
3.04 >> 3.16
3.04 >> 3.16
3.04 >> 3.16
3.04 >> 3.16
3.11 >> 2.95
3.11 >> 2.95
3.11 >> 2.95
3.11 >> 2.95
3.11 >> 2.95
3.11 >> 2.95
3.11 >> 2.95
3.11 >> 2.95
3.11 >> 2.95
3.11 >> 2.95
3.11 >> 2.95
3.11 >> 2.95
3.11 >> 2.95
3.11 >> 2.95
3.11 >> 2.95
3.11 >> 2.95
3.11 >> 2.95
2.95 >> 2.99
2.95 >> 2.99
2.95 >> 2.99
2.95 >> 2.99
2.95 >> 2.99
2.95 >> 2.99
2.95 >> 2.99
2.95 >> 2.99
2.95 >> 2.99
2.95 >> 2.99
2.95 >> 2.99
2.95 >> 2.99
2.95 >> 2.99
2.95 >> 2.99
2.95 >> 2.99
2.95 >> 2.99
2.95 >> 2.99
3.16
>>
2.75
3.16
>>
2.75
3.16
>>
2.75
3.16
>>
2.75
3.16
>>
2.75
3.16
>>
2.75
3.16
>>
2.75
3.16
>>
2.75
3.16
>>
2.75
3.16
>>
2.75
3.16
>>
2.75
3.16
>>
2.75
3.16
>>
2.75
3.16
>>
2.75
3.16
>>
2.75
3.16
>>
2.75
3.16
>>
2.75
2.75
>>
2.6
52.
75 >
> 2
.65
2.75
>>
2.6
52.
75 >
> 2
.65
2.75
>>
2.6
52.
75 >
> 2
.65
2.75
>>
2.6
52.
75 >
> 2
.65
2.75
>>
2.6
52.
75 >
> 2
.65
2.75
>>
2.6
52.
75 >
> 2
.65
2.75
>>
2.6
52.
75 >
> 2
.65
2.75
>>
2.6
52.
75 >
> 2
.65
2.75
>>
2.6
5
3.73 >> 3.73.73 >> 3.7
3.73 >> 3.7
3.73 >> 3.7
3.73 >> 3.7
3.73 >> 3.7
3.73 >> 3.7
3.73 >> 3.73.73 >> 3.73.73 >> 3.73.73 >> 3.73.73 >> 3.73.73 >> 3.73.73 >> 3.73.73 >> 3.73.73 >> 3.7
3.73 >> 3.7
3.95 >> 3.95
3.95 >> 3.95
3.95 >> 3.95
3.95 >> 3.95
3.95 >> 3.95
3.95 >> 3.95
3.95 >> 3.95
3.95 >> 3.95
3.95 >> 3.95
3.95 >> 3.95
3.95 >> 3.95
3.95 >> 3.95
3.95 >> 3.95
3.95 >> 3.95
3.95 >> 3.95
3.95 >> 3.95
3.95 >> 3.95
3.3 >> 3.25
3.3 >> 3.25
3.3 >> 3.25
3.3 >> 3.25
3.3 >> 3.25
3.3 >> 3.25
3.3 >> 3.25
3.3 >> 3.25
3.3 >> 3.25
3.3 >> 3.25
3.3 >> 3.25
3.3 >> 3.25
3.3 >> 3.25
3.3 >> 3.25
3.3 >> 3.25
3.3 >> 3.25
3.3 >> 3.25
3.25 >> 5.4
3.25 >> 5.4
3.25 >> 5.4
3.25 >> 5.4
3.25 >> 5.4
3.25 >> 5.4
3.25 >> 5.4
3.25 >> 5.4
3.25 >> 5.4
3.25 >> 5.4
3.25 >> 5.4
3.25 >> 5.4
3.25 >> 5.4
3.25 >> 5.4
3.25 >> 5.4
3.25 >> 5.4
3.25 >> 5.4
4 >>
3.0
54
>> 3
.05
4 >>
3.0
54
>> 3
.05
4 >>
3.0
54
>> 3
.05
4 >>
3.0
54
>> 3
.05
4 >>
3.0
54
>> 3
.05
4 >>
3.0
54
>> 3
.05
4 >>
3.0
54
>> 3
.05
4 >>
3.0
54
>> 3
.05
4 >>
3.0
5
2.98
>>
3.39
2.98
>>
3.39
2.98
>>
3.39
2.98
>>
3.39
2.98
>>
3.39
2.98
>>
3.39
2.98
>>
3.39
2.98
>>
3.39
2.98
>>
3.39
2.98
>>
3.39
2.98
>>
3.39
2.98
>>
3.39
2.98
>>
3.39
2.98
>>
3.39
2.98
>>
3.39
2.98
>>
3.39
2.98
>>
3.39
2.78 >> 3.25
2.78 >> 3.25
2.78 >> 3.25
2.78 >> 3.25
2.78 >> 3.25
2.78 >> 3.25
2.78 >> 3.25
2.78 >> 3.25
2.78 >> 3.25
2.78 >> 3.25
2.78 >> 3.25
2.78 >> 3.25
2.78 >> 3.25
2.78 >> 3.25
2.78 >> 3.25
2.78 >> 3.25
2.78 >> 3.25
4.16
>>
3.63
4.16
>>
3.63
4.16
>>
3.63
4.16
>>
3.63
4.16
>>
3.63
4.16
>>
3.63
4.16
>>
3.63
4.16
>>
3.63
4.16
>>
3.63
4.16
>>
3.63
4.16
>>
3.63
4.16
>>
3.63
4.16
>>
3.63
4.16
>>
3.63
4.16
>>
3.63
4.16
>>
3.63
4.16
>>
3.63
3.65
>>
3.62
3.65
>>
3.62
3.65
>>
3.62
3.65
>>
3.62
3.65
>>
3.62
3.65
>>
3.62
3.65
>>
3.62
3.65
>>
3.62
3.65
>>
3.62
3.65
>>
3.62
3.65
>>
3.62
3.65
>>
3.62
3.65
>>
3.62
3.65
>>
3.62
3.65
>>
3.62
3.65
>>
3.62
3.65
>>
3.62
3.86
>>
4.69
3.86
>>
4.69
3.86
>>
4.69
3.86
>>
4.69
3.86
>>
4.69
3.86
>>
4.69
3.86
>>
4.69
3.86
>>
4.69
3.86
>>
4.69
3.86
>>
4.69
3.86
>>
4.69
3.86
>>
4.69
3.86
>>
4.69
3.86
>>
4.69
3.86
>>
4.69
3.86
>>
4.69
3.86
>>
4.69
4.6 >> 4.494.6 >> 4.494.6 >> 4.494.6 >> 4.494.6 >> 4.494.6 >> 4.494.6 >> 4.494.6 >> 4.494.6 >> 4.494.6 >> 4.494.6 >> 4.494.6 >> 4.494.6 >> 4.494.6 >> 4.494.6 >> 4.494.6 >> 4.494.6 >> 4.49
4.7
>> 3
.644
4.7
>> 3
.644
4.7
>> 3
.644
4.7
>> 3
.644
4.7
>> 3
.644
4.7
>> 3
.644
4.7
>> 3
.644
4.7
>> 3
.644
4.7
>> 3
.644
4.7
>> 3
.644
4.7
>> 3
.644
4.7
>> 3
.644
4.7
>> 3
.644
4.7
>> 3
.644
4.7
>> 3
.644
4.7
>> 3
.644
4.7
>> 3
.644
3.64
4 >>
3.9
25
3.64
4 >>
3.9
25
3.64
4 >>
3.9
25
3.64
4 >>
3.9
25
3.64
4 >>
3.9
25
3.64
4 >>
3.9
25
3.64
4 >>
3.9
25
3.64
4 >>
3.9
25
3.64
4 >>
3.9
25
3.64
4 >>
3.9
25
3.64
4 >>
3.9
25
3.64
4 >>
3.9
25
3.64
4 >>
3.9
25
3.64
4 >>
3.9
25
3.64
4 >>
3.9
25
3.64
4 >>
3.9
25
3.64
4 >>
3.9
25
4.42 >> 3.14.42 >> 3.14.42 >> 3.14.42 >> 3.14.42 >> 3.14.42 >> 3.14.42 >> 3.14.42 >> 3.14.42 >> 3.14.42 >> 3.14.42 >> 3.14.42 >> 3.14.42 >> 3.14.42 >> 3.14.42 >> 3.14.42 >> 3.14.42 >> 3.1
4.02 >> 4.09
4.02 >> 4.09
4.02 >> 4.09
4.02 >> 4.09
4.02 >> 4.09
4.02 >> 4.09
4.02 >> 4.09
4.02 >> 4.09
4.02 >> 4.09
4.02 >> 4.09
4.02 >> 4.09
4.02 >> 4.09
4.02 >> 4.09
4.02 >> 4.09
4.02 >> 4.09
4.02 >> 4.09
4.02 >> 4.09
PU
300 VC
C
PU 300 VC C
PU
300 VC
C
PU
300 VC
C
PU 300 VC C
PU 300 VC C
PU
300
VC
C
PU 300 VC C
PU
300
VC
C
PU 300 VC C
PU 300 VC C
PU 300 VC C
PU 300 VC C
PU
300
VC
C
PU
300
VC
C
PU
600 BR
C
PU
600 BR
C
PU 9
00 B
R C
PU 375 VC C
PU 900 BR C
PU 900 BR C
PU 900 BR C
PU 900 BR C
PU 1175 BR C
PU 300 VC C
YW
825
BR
O
PU 300 VC C
PU 900 BR C
PU 9
00 C
O S
PU 900
CO
S
PU 900 CO S
YW 975 CO O
YW 975 CO O
YW 975 CO O
PU
BR
C
PU
105
0 C
O C
PU
375
CO
C
PU
450
CO
C
YW 975 CO O
PU 375 VC C
PU 900 CO C
PU
CC
C
PU
CC
C
PU 1175 BR C
PU 1175 BR C
PU CC CPU 750 CO C
YW
1200 CO
O
PU 1050 CO C
YW
120
0 C
O O
YW 1200 CO O
PU 300 VC C
PU 300 VC C
PU 300 VC C
PU 300 VC C
PU 300 VC C
PU 300 VC C
PU 300 VC C
PU 300 VC C
PU 300 VC C
PU 375 VC C
PU 450 VC C
PU 1300 BR C
PU 300 VC C
PU 300 VC
C
PU 900 BR C
PU
300
VC
C
PU
300
VC
C
PU
300
VC
C
PU
300
VC
CP
U 3
00 V
C C
PU 150 VC
C
PU 150 VC
C
PU 100 U C
PU 150 VC C
PU 150 VC C
PU 150 VC C
PU 150 PL C
PU 150 U C
PU 150 VC
C
PU U T
PU 150 U
C
PU 150 VC
C
PU 150 VC
C
PU 150 VC F
PU 150 VC
F
PU 150 VC
C
PU 100 U
C
PU
150 VC
C
PU
150
VC
C
PU 100 VC
C
PU 100 VC
C
PU
BR
C
PU 150 VC
C
ABANDONED
AB
AN
DO
NE
D
AB
AN
DO
NE
D
ABANDONED
Reproduced by permission of Ordnance Survey on behalf of HMSO © Crown copyright and database 2014. All rights reserved Ordnance Survey Licence number 100022432Reproduced by permission of Ordnance Survey on behalf of HMSO © Crown copyright and database 2014. All rights reserved Ordnance Survey Licence number 100022432
Public Waste Water Network 14/10/2021 15:04:04 OS Grid Coordinates: 432901 : 385449 svcGISSafeMovePDMap Name : SK3285SE
5