delapre primary school - northamptonshire county council · mbp-5394: northampton schools expansion...

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F:\Projects\5300 - 5399\5394 - Northampton Primary Schools\07 Reports\7.1 MBP\MBP 5394 Delapre Primary School.docx

13 November 2012 jáÅÜ~Éä=_~êÅä~ó=m~êíåÉêëÜáé=iim=áë=~=iáãáíÉÇ=iá~Äáäáíó=m~êíåÉêëÜáé=êÉÖáëíÉêÉÇ=áå=båÖä~åÇ=~åÇ=t~äÉë=Ó=oÉÖ=kç=l`=PORNSQ=Ó=oÉÖáëíÉêÉÇ=~ÇÇêÉëë=NMRJNMV=píê~åÇ=içåÇçå=t`Oo=M^^

DELAPRE PRIMARY SCHOOL

NORTHAMPTON PRIMARY SCHOOLS EXPANSION

NOVEMBER 2012

MBP-5394: NORTHAMPTON SCHOOLS EXPANSION j_m=

DRAINAGE ASSESSMENTS

^ Based upon the discharge unit method from BS EN 12056 Part 2

* Based upon a 30 year return period.

PREAMBLE

This report has been prepared by Michael Barclay Partnership LLP on the instructions of, and for

the sole use and benefit of, the Client.

Michael Barclay Partnership LLP shall not be responsible for any use of the report or its contents for any purpose other than that for which it was prepared and provided. If the Client wishes to

pass copies of the report to other parties for information, the whole of the report should be copied. No professional liability or warranty is extended to other parties by Michael Barclay Partnership LLP as a result of permitting the report to be copied or by any other cause without

the express written agreement of Michael Barclay Partnership L LP.





DELAPRE PRIMARY SCHOOL (NN4 8JA) FOUL WATER ASSESSMENT

The new building contains 5 WCs, 3 WHBs, 1 Cleaner’s Sink, & 2 classroom sinks. This will increase the flows from the site by approximately 2.4 l/s^.

STORM WATER ASSESSMENT

The new building sits partly on impermeable and partly on permeable land. This results in an

increase of approx. 86m2 in impermeable area. Using the modified rational method, this will increase storm run-off from the site by approximately 3 l/s*.

FLOODING

The extract below (from EA indicative flood zone maps) shows that the site lies within flood zone 1 and the development site is less than 1 hectare. As such a flood risk assessment is not required.

DRAINAGE STRATEGY

The new building is located over the top of the existing storm water drains which will need to be diverted. Roof run-off shall be collected and discharged into the existing drain via new chambers. The foul drainage will be collects on the southern side and connect into the existing drainage system at the existing chamber to the southern side of the existing school building.





The drainage strategy is shown on drawing number MBP5394/507a and the increase in

impermeable area is shown on drawing number MBP5394/507b

This plan is provided by Anglian Water pursuant to its obligations under the Water Industry Act 1991 sections 198 or 199. It must be used in conjunction with any search results attached. The information on this plan is based on data currently recorded but the position must be regarded as approximate. Service pipes, private sewers and drains, and former private sewers and drains transferred to Anglian Water on or after 1 October 2011 are generally not shown. Users of this map are strongly advised to commission their own survey of the area shown on the plan before carrying out any works. The actual position of all apparatus MUST be established by trial holes. No liability whatsoever, including liability for negligence, is accepted by Anglian Water for any error or inaccuracy or omission, including the failure to accurately record, or record at all, the location of any water main, discharge pipe, sewer or drain or disposal main or any item of apparatus. This information is valid for the date printed. The plan is produced by Anglian Water Services Limited from Ordnance Survey © Crown Copyright, 100018507. This map is to be used for the purposes of viewing the location of Anglian Water infrastructure only. Any other use of the map data or further copies are not permitted. This notice is not intended to exclude or restrict liability for death or personal injury resulting from negligence.

Pumping Station

Manhole

Inlet

Outfall

Sewage Treatment Works

Foul Sewer

Final Effluent

Decommissioned Sewer

(Colour denotes effluent type)


Surface Sewer

Combined Sewer(Colour denotes effluent type)



Date: 02/10/12 Scale: 1:1250 Data updated: 01/08/12Map Centre: 474667,259060.7Ordnance Survey Mapping © Crown Copyright 1000018507 Wastewater Plan A2Our Ref: 40815 - 3

[email protected]

Delapre

Rising Main

Private Sewer(Colour denotes effluent type)

Manhole Reference Liquid Type Cover Level Invert Level Depth to Invert

0801 F 68.88 66.07 2.81

0802 F 68.83 66.07 2.76

3001 F 72.03 68.98 3.05

3002 F 75.41 73.82 1.59

3003 F 73.88 72.25 1.63

3004 F 72.1 69.38 2.72

3802 F 83.03 80.84 2.19

3803 F 82.17 78.66 3.51

3900 F 76.09 73.99 2.1

3901 F 76.48 74.27 2.21

3902 F 77.84 75.77 2.07

4001 F 72.97 68.09 4.88

4002 F 73.13 71.02 2.11

4003 F 75.16 73.07 2.09

4004 F 78.221 76.09 2.131

4101 F 70.28 67.05 3.23

4102 F 72.1 69.38 2.72

4801 F 83.7 81.53 2.17

4802 F 83.51 80.73 2.78

4803 F 82.89 80.38 2.51

4900 F 82.01 80.11 1.9

4901 F 80.43 79.03 1.4

5000 F 70.02 68.18 1.84

5001 F 70.29 67.97 2.32

5101 F 67.85 64.79 3.06

5102 F 68.62 65.56 3.06

5202 F 61.69 59.45 2.24

5801 F 80.46 78.17 2.29

5901 F 76.68 74.18 2.5

6001 F 65.42 62.9 2.52

6101 F 63.43 62.9 0.53

6102 F 65.31 63.14 2.17

6103 F 63.54 60.55 2.99

6104 F 62.41 59.78 2.63

6105 F 64.09 62.83 1.26

6106 F -99 -99 -99

6107 F 62.58 60.54 2.04

6202 F 61.41 -99 2.22

6203 F 60.64 -99 2.12

6206 F 60.95 58.94 2.01

6901 F 72.48 70.01 2.47

7001 F 64.35 61.9 2.45

7101 F 63.1 61.14 1.96

7102 F 62.54 60.76 1.78

7103 F 61.87 60.06 1.81

7104 F 63.01 61.47 1.54

7201 F 60.94 59.78 1.16

7202 F 60.94 59.86 1.08

7203 F 60.39 58.93 1.46

7206 F 60.18 -99 4.54

7803 F 71.35 67.2 4.15

7901 F 67.85 64.87 2.98

7902 F 69.42 67.38 2.04

7903 F 67.87 66.09 1.78

8001 F 65.23 63.67 1.56

8002 F 63.21 61.12 2.09

8003 F 63.2 60.65 2.55

8004 F 63.03 -99 -99

8005 F 65.2 61.15 4.05

8101 F 62.04 59.79 2.25

8102 F 61.35 60.78 0.57

8103 F 62.6 61.31 1.29

8104 F 62.26 60.98 1.28

8105 F 61.59 60.23 1.36

8201 F 60.94 59.43 1.51

8202 F 60.89 58.77 2.12

8203 F 60.17 58.24 1.93

8204 F 59.95 59.46 0.49

8801 F -99 -99 -99

9101 F 61.6 59.56 2.04

9102 F -99 -99 -99

9201 F 60.32 58.56 1.76

9202 F 60.03 58.11 1.92


7953 S -99 64 -99

7954 S 67.45 62.14 5.31

7955 S 68.35 62.85 5.5

7956 S 69.3 66.67 2.63

8051 S 63.25 -99 3.01

8052 S 63.02 61 2.02

8053 S 63.24 -99 2.25

8054 S 65.22 61.11 4.11

8055 S 62.99 61.89 1.1

8056 S 63.39 60.06 3.33

8057 S 63.33 -99 3.1

8151 S 62.07 59.77 2.3

8152 S 62.17 61.04 1.13

8153 S 62.51 59.9 2.61

8154 S 61.8 60.57 1.23

8155 S 63.06 61.8 1.26

8156 S 62.29 59.71 2.58

8251 S 60.11 -99 1.17

8252 S 60.16 58.03 2.13

8253 S -99 -99 -99

8851 S 67.4 65.13 2.27

8951 S 65.99 61.19 4.8

9051 S 64.24 60.26 3.98

9151 S 61.35 59.41 1.94

9152 S 61.49 59.22 2.27

9153 S -99 -99 -99

9154 S 62.21 59.83 2.38

9251 S 60.79 58.42 2.37

9252 S -99 58.11 -99

9254 S 60.36 58.75 1.61

9255 S -99 -99 -99

9851 S 67.95 65.99 1.96


9203 F 60.78 58.39 2.39

9204 F 60.01 58.07 1.94

9206 F 59.77 59.22 0.55

9207 F 60.27 59.02 1.25

9208 F 59.99 55.51 4.48

9209 F -99 -99 -99

9210 F 59.86 55.51 4.35

9211 F -99 -99 -99

9801 F 67.97 65.32 2.65

0152 S 62.2 59.62 2.58

0851 S -99 66.68 -99

0852 S 68.88 66.84 2.04

3052 S 69.82 68.74 1.08

3053 S 72.816 70.454 2.362

3054 S 73.05 71.16 1.89

3055 S 73.54 70.82 2.72

3056 S 75.48 72.47 3.01

3057 S 73.97 71.81 2.16

3151 S 67.14 65.27 1.87

3152 S -99 -99 -99

3153 S 67.25 65.8 1.45

3154 S 68.07 66.2 1.87

3853 S 82.23 79.12 3.11

3854 S 82.93 80.93 2

3951 S 76.43 73.15 3.28

3952 S 76.08 72.85 3.23

3953 S 75.49 73.92 1.57

3955 S 77.94 76.15 1.79

4051 S 72.4 70.48 1.92

4052 S 74.84 73.21 1.63

4053 S 72.28 70.22 2.06

4054 S 73.44 71.64 1.8

4055 S 75.5 73.78 1.72

4056 S 72.46 66.66 5.8

4057 S -99 -99 -99

4851 S 83.13 79.03 4.1

4853 S 83.64 81.1 2.54

4854 S 83.69 81.83 1.86

4855 S 82.92 80.88 2.04

4951 S 78.73 77.06 1.67

4952 S 80.11 77.82 2.29

4953 S 81.95 78.85 3.1

4954 S 80.13 77.66 2.47

5051 S 73.45 71.69 1.76

5052 S 70.27 68.81 1.46

5053 S 70.17 66 4.17

5151 S 69.98 67.23 2.75

5152 S 63.12 62.15 0.97

5153 S 67.87 65.72 2.15

5154 S 68.55 65.87 2.68

5155 S 70.18 66.07 4.11

5251 S 61.88 60.7 1.18

5252 S 62.8 61.4 1.4

5851 S 80.47 78.68 1.79

5951 S -99 74.73 -99

5952 S 80.42 76.6 3.82

5953 S 77.07 74.01 3.06

6051 S 65.43 63.23 2.2

6151 S 62.25 61.7 0.55

6251 S 60.47 59.67 0.8

6252 S 60.58 -99 1.1

6253 S 61.23 -99 0.54

6254 S 61 60.07 0.93

6951 S -99 -99 3

6952 S 72.17 69.17 3

7051 S 65.16 62.81 2.35

7052 S 64.35 62.1 2.25

7151 S 61.92 60.69 1.23

7251 S 60.37 59.24 1.13

7252 S 60.4 59.72 0.68

7852 S 71.12 67.68 3.44

7951 S 69.52 67.84 1.68

7952 S 67.91 64 3.91


1.3

denv

er™

pole

denver™ poleap

plic

atio

ns Landscaped areas

Car parks

Amenity areas

Retail parks

Entrance roads

Pedestrian areas

The Denver™ Pole Mount luminaire with its attractive

contemporary styling and exceptional performance

characteristics is unsurpassed in meeting modern

lighting design criteria for striking landscape illumination

at night, coupled with aesthetic appeal by day. The latest

control gear and lamp technology, coupled with a

precisely engineered anodised reflector, achieve

maximum performance and high efficiency. Compliance

with Night Time Friendy requirements is easily achieved

due to precise light control.

1.4

denv

er™

pole

amenity

features and benefits

Contemporary styling

> Unique aesthetic appeal to

complement today’s architecture

High quality construction

> Durability

> Fully Weather Sealed

Controlled upward light

> ‘Night Time Friendly’

Two light distributions

> Maximum efficiency and uniformity

for any application

Extensive choice of bracket permutations

> Unique appearance for every

application

> Flexibility of design

Tool-free access to lamp & gear tray

> Easy maintenance

< grange park school - northampton

lamp types included

35W - 150W metal halide (various)

70W - 150W high pressure sodium

32W - 42W compact fluorescent (twin lamp)

IP rating

IP657

approvals

Complies with EN60598

1.5

denv

er™

pole

short arm- 150mmlong arm - 400mm

0˚ version

5˚ version

600

10 Ø

250

200

200

190

330

short arm- 150mmlong arm - 400mm

515

60mm ø side entry bracket shown

DPS.WB - wall bracket

Photometric data is availableat www.holophane.co.uk

specification

The luminaire shall consist of a polycarbonatelens housed in an ABS alloy door arrangementwith a high pressure die-cast aluminium body,housing integral control gear to suit a wide rangeof high intensity discharge or compactfluorescent lamps. An acrylic lens shall beavailable as an option. The optical arrangementshall consist of an anodised aluminium reflectorand injection moulded polycarbonate or acryliclens. The door shall be secured to the body bytwo concealed latches providing tool free accessfor maintenance. The two sections shall besealed by a closed cell silicone gasket ensuringIP65 is maintained. The luminaire complies withEN60598 and has a range of complementarybrackets and column permutations available.

windage

Code

Denver™ Pole 0.1m2

Asymmetric (.AY)

Street (.NR)

weights & thermal data

Lamp Type Weight (kg) Min. Operating Max. AmbientTemperature (˚C) Temperature (˚C)*

70W High Pressure Sodium 7.1 -30 60100W High Pressure Sodium 7.8 -30 50150W High Pressure Sodium 8.5 -30 5035W CDMTF3 Metal Halide 7.1 -20 5570W CDMT3 Metal Halide 7.1 -20 75100W CDMT3 Metal Halide 7.8 -20 60150W CDMT3 Metal Halide 8.5 -20 5032W (Twin) Compact Fluorescent 5.6 -10 5042W (Twin) Compact Fluorescent 5.6 -10 50

* The maximum ambient temperatures stated are for exterior use only. For interior use deduct 10˚Cfrom the temperature stated. Note: For photocell options please deduct 15˚C for 100 & 150W types.

light distributions

denv

er™

pole

1.6

amenity

Asymmetric

Street

optical versatility

Two choices of optical arrangementsare available for the DenverTM Pole Mountluminaire, asymmetric & street.

Controlled directional light, minimising:

> Light pollution

> Light spill

> Discomfort glare

Precision engineered anodised semi-specularaluminium reflectors ensure either maximumlateral and forward distribution (streetdistribution), ideal for entrance roads, or anasymmetric distribution for car parks,pedestrian areas and retail parks. Both lightdistributions provide excellent uniformity.

easy maintenance

Internal component layout allows easy accessto all critical components. The control gear issecured to a removable geartray which can beeasily lifted out for maintenance purposes.

Tool-free latches allow quick andeasy access for maintenance.

Mains termination block

Reflector & lampholderarrangement

Control gear

Removable geartray

Door retaining strap

1.7

denv

er™

pole

denv

er™

pole

1.8

amenity

ordering details : luminaire

DPS.BLS

luminaire accessories order separately for on-site installation by othersCode

DPS.BLS Back-light Shield (for asymmetric only)

DPS.42 42mm Adaptor (reduces 60mm entry to 42mm)

Example

< milton keynes hospital subway - netherfield

CodeDPS Denver Pole

Code Lamp Type .70XT 70W Clear High Output HPS Lamp (E27) Base.100XT 100W Clear High Output HPS Lamp (E40) Base.150XT 150W Clear High Output HPS Lamp (E40) Base.35CDMTF3 35W Clear CDMT 3000K Metal Halide Lamp (G12) Base*.70CDMT3 70W Clear CDMT 3000K Metal Halide Lamp (E27) Base*.100CDMT3 100W Clear CDMT 3000K Metal Halide Lamp (E27) Base*.150CDMT3 150W Clear CDMT 3000K Metal Halide Lamp (E40) Base*.232PL4 32W Twin 4000K Electronic Compact Fluorescent 4-Pin Lamp**.242PL4 42W Twin 4000K Electronic Compact Fluorescent 4-Pin Lamp**

Code Light Distribution

.AY Asymmetric

.NR StreetCode Colour

.C1 White (RAL 9016)

.C4 Graphite (RAL 7011)

.C6 Grey (RAL 7035)

.C7 Black (RAL 9005)

.C9 Metallic Silver (RAL 9006)

.RAL**** RAL colour (customer choice)***Code Options

.A Acrylic Lens****

.C Enhanced Paint Finish

.T PhotocellDPS .150XT .AY .C9 .C

* All ceramic lamp circuits contain timed ignitors. **.NR distribution only. ***Please specify RAL colour reference. ****For 100W maximum.Note: Luminaires are supplied as standard for use on 240V 50Hz supply and complete with lamp.For 230V 50Hz add prefix ‘N’. Other voltages available onrequest.

0 Degree Wall Bracket

DPS.WB.C1 White

DPS.WB.C4 Graphite

DPS.WB.C6 Grey

DPS.WB.C7 Black

DPS.WB.C9 Metallic Silver

DPS.WB.RAL**** RAL Colour (customer choice)

5º all brackets are available. Configuration e.g DPS.5WB.C7

contactHolophanefor details

1.9

denv

er™

pole

column accessories

Example

Code Tubular Compartment Columns (DPSB)HELB.FS1 J-Anchor bolts for flange base, 3m to 5mHELB.FS2 J-Anchor bolts for flange base, 6m to 8mHEL.CBEPAC Cut Out Box and Earth Plate for Armoured Cable*

Code Conical Steel Columns (DPSC)HELC.FS1 J-Anchor bolts for flange base, 3m to 5mHELC.FS2 J-Anchor bolts for flange base, 6m to 8mHEL.CBEPAC Cut Out Box and Earth Plate for Armoured Cable*

*please contact Holophane for details

Code Mid Hinged Columns (DSPMH)HELMH.FS1 J-Anchor bolts for flange base, 4m to 5mHELMH.FS2 J-Anchor bolts for flange base, 6m to 8m.RLR4 Raise lower rope 4m-5m .RLR6 Raise lower rope 6m.RLR8 Raise lower rope 8m

Conical Aluminium Columns (DSPAC)HELAC.FS1 J-Anchor bolts for Flange Base, 3m to 5mHELAC.FS2 J-Anchor bolts for Flange Base, 6m to 8mHEL.CBEPAC Cut Out Box and Earth Plate for Armoured Cable*

rockingham park - corby >

ordering details : columns & brackets

CodeDPSB Denver Tubular Base Compartment ColumnDPSC Denver Steel Conical ColumnDSPAC Denver Aluminium Conical ColumnDSPMH Denver Steel Mid Hinged Column

Code Luminaire Mounting Height.3 3 metres*.4 4 metres.5 5 metres.6 6 metres.8 8 metres

Code Column Category please refer to page 24.15 for definition of the EN40 guidelines.LMZ For light & medium area wind zones (EN40 rationalised wind zones).HVZ For heavy area wind zones (EN40 rationalised wind zones).HEZ For extra heavy wind zones (EN40 rationalised wind zones)

Code Brackets.1L Single head long bracket.1S Single head short bracket.2L Twin head long bracket.2S Twin head short bracket

Code Bracket Style.A0 Angle at 0°.A5 Angle at 5°

Code Colour.C1 White (RAL 9016).C4 Graphite (RAL 7011).C6 Grey (RAL 7035).C7 Black (RAL 9005).C9 Silver (RAL 9006).RAL**** RAL Colour (customer choice)**

Code Optional Base Type please refer to page 24.1 for details, base is dependant on height and type of column

.FB1 Flange Base

.FB2 Flange BaseCode Optional Column Finish.P1 Black undercoat primed.P2 Undercoat primed

to match RAL colour specified Code Optional paint Finish

(Bracket Only).C Enhanced paint finish

DPSB .3 .LMZ .1S .A0 .C1 .FB1 .P1 .C

*not available with DPSMH. **Please specify RAL colour reference.

for decorativecolumns see

page 24.1

denv

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pole

1.10

9.1

gate

way

®

gateway®

appl

icat

ions The Gateway® architectural bulkhead series offers a

variety of styles designed to accent architectural

settings and meet the needs of extreme environments

with its die-cast aluminium and injection-moulded

polycarbonate enclosures. Available in round and oval

shapes for wall or ceiling mounting, Gateway® provides

four distinct designs for a wide array of attractive looks

to enhance the space. The versatile Gateway® series

accepts a wide selection of compact fluorescent and

high intensity discharge lamps to provide superior

performance and uniform illumination, improving

visibility for commercial and institutional public use

facilities.

Public buildings

Entrances

Lobbies

Corridors

Canopies

Multi-storey

Car parks

gate

way

®

9.2

gateway round

opal lens

eyelid design

features and benefits

Contemporary styling in different shapes

> Aesthetic appeal to complement

today’s architecture

High quality construction

> Durable and vandal-resistant

Total lamp obscurity

> Even, glare-free illumination

Polycarbonate lens

> Flexibility of use

Choice of lamp types

> Versatility

Totally enclosed luminaire

> Suitable for wide range of

applications

lamp types included

35W - 70W metal halide

18W - 42W compact fluorescent (various)

IP rating

IP659

approvals

Complies with EN60598

gateway oval

5 kg

interior

9.3

gate

way

®

gateway round slim line gateway round slim line eyelid

gateway oval slim line eyelid gateway oval slim line

light distributions

150mm

weights & thermal data

Unit Lamp Type Weight (kg) Min Operating Max Ambient*Temperature (˚C) Temperature (˚C)

GRC 35W CDMT 5.6 -20 25

GRC 70W CDMT 5.9 -20 25

GRC 26W TRT 5.3 / 4.5* -5 25

GRC 32W TRT 4.5 -10 25

GRC 42W TRT 4.5 -10 25

GRC 2 x 42W TRT 4.8 -5 25

GRS 2 x 26W PL 3.1 -5 25

GRS 32W TRT 2.9 -10 25

GRS 26W TRT 2.9 -5 25

GOC 42W TRT 3.7 -10 25

GOC 18W TRT 4.5 / 3.7* -5 25

GOC 35W CDMT 5.6 -20 25

GOS 32W TRT 2.4 -10 25

GOS 26W TRT 2.4 -5 25

GOS 18W TRT 2.4 -10 25

* Non emergency onlyEmergency below:26W TRT Round Emergency +25˚C26W TRT Emergency +25˚C18W TRT Oval Emergency +25˚C

specification

The (round / oval) bulkhead luminaire shallconsist of a powder coated pressed steel backplate (GRS / GOS) or a die cast aluminiumhousing (GRC / GOC) and a cast aluminiumbezel. The housing encloses a reflector andintegral control gear to suit a choice of 18W,26W, 32W, 42W TRT compact fluorescent lampsor 35W, 70W ceramic metal halide high intensitydischarge lamps, depending on whether this beGRS/GOS or GRC/GOC. The lens shall be a UVstabilised opal diffuser secured in place by a diecast aluminium bezel ensuring environmentalprotection to IP659 (20 joules impactresistance). The luminaire shall be suitable forsurface mounting and complies with EN60598with a choice of options and accessories.

Ø 356

.RF1

.RF1

.RF2

.RF3

175

356

104

229

.OF1

.OF2

.OF3

104

173

GRS

GRC

GOC

GOS

Photometric data is availableat www.holophane.co.uk

gate

way

®

9.4

.RF1

.RF2

.RF3

.OF1

.OF2

.OF3

round style oval style

interior

9.5

gate

way

®

ordering details : luminaire

CodeGRS Round Gateway slim-line bulkheadGRC Round Gateway cast bulkhead

Code Lamp Type .35CDMTF3 35W Clear CDM-T 3000K ceramic metal halide lamp (G12) base*.70CDMT3 70W Clear CDM-T 3000K ceramic metal halide lamp (E27) base*.26TRT 26W Triple tube 4000K compact fluorescent 4 pin lamp (Gx24q-3) base.32TRT 32W Triple tube 4000K compact fluorescent 4 pin lamp (Gx24q-3) base.42TRT 42W Triple tube 4000K compact fluorescent 4 pin lamp (Gx24q-4) base*.242TRT 2 x 42W Triple tube 4000K compact fluorescent 4 Pin lamp (Gx24q-4) base*.226PL4 2 x 26W 4000K Compact fluorescent 4 pin lamp (G24d-2) base**

Code Style.RF1 Round front design with opal polycarbonate lens.RF2 Round front with horizontal eye lid design with opal polycarbonate lens.RF3 Round front with cross design with opal polycarbonate lens

Code Colour.C1 White (RAL 9016).C4 Graphite (RAL 7011).C6 Grey (RAL 7035).C7 Black (RAL 9005).C9 Metallic Silver (RAL 9006).RAL**** RAL Colour (Customer Choice)***

Code Options †.ME Self contained 3 hour maintained emergency battery & invertor.T Factory fitted miniature photocell.TW Through wiring.V Tamper resistant screws†.SHR Decorative shroud††

Code Optional Paint Finish .C Enhanced paint finish*

GRC .70CDMT3 .RF1 .C9 .T .C

*Not available with GRS option. **available with GRC, GRS option. ***Please specify RAL colour reference. †.V option available for to GRC & GRS all otheroption only available to GRC. ††Only available for GRC. Note: Luminaires are supplied as standard for use on 240V 50Hz supply and complete with lamp.For 230V 50Hz add prefix ‘N’. Other supply variations available on request.

Example

gate

way

®

9.6

luminaire accessorires

CodeGOC.VK Vandal key suitable for all Gateway versions

CodeGOS Oval Gateway slim-line bulkheadGOC Oval Gateway cast bulkhead

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Ion Acoustics Ltd. Consultants in Acoustics Registered in England and Wales No. 5920418

DELAPRE PRIMARY SCHOOL

ENVIRONMENTAL NOISE SURVEY

Acoustics Report A532/R03

24th October 2012

Report for: Northampton Schools Ltd

Report issued to:

Architecture Initiative 3rd Floor West 385 Barrett Street W1U 1AY Attention: Rowan Parnell

Prepared by: Checked by: Chris Borak BSc MIOA David O'Neill BEng MSc CEng MIOA Issue/Revision number Date A532/R03

24/10/2012

Delapre Primary School – Environmental Noise Survey

A532/R03 24th October 2012

Contents 1 Introduction ........................................................................................................................... 1 2 Site Proposal .......................................................................................................................... 1 3 Site and Surroundings ............................................................................................................. 2 4 The Building Regulations and Building Bulletin 93 (BB93) .......................................................... 2 5 Noise Limits............................................................................................................................ 3

5.1 External Noise Limits....................................................................................................... 3 5.2 Internal Noise Limits ....................................................................................................... 3

6 Noise Survey .......................................................................................................................... 5 6.1 Procedure ...................................................................................................................... 5 6.2 Measurements ................................................................................................................ 6 6.3 Weather Conditions ........................................................................................................ 6 6.4 Results – External Noise Levels ........................................................................................ 6

7 Implications for Ventilation ...................................................................................................... 8 8 External Plant Noise Limits ...................................................................................................... 8 9 Summary ............................................................................................................................... 9


A532/R03 24th October 2012 Page 1

1 Introduction

Ion Acoustics is appointed by Architecture Initiative on behalf of Northampton Schools Ltd to

provide acoustic advice on external noise in respect of potential expansion of a number of

primary schools in Northampton. This report relates to an external noise assessment for a

proposed new teaching block for Delapre Primary School in Northampton.

Requirement E4 of the Building Regulations applies to the acoustics of new school buildings and

applies to this project. Detailed advice on meeting the Building Regulations Requirement E4 is

provided in Building Bulletin 93 (BB93). This report relates only to environmental noise

affecting the proposed new teaching block.

Ion Acoustics has carried out a noise survey at the site to determine baseline environmental

noise levels. The results have been used to assess the implications for the ventilation strategy,

building envelope sound insulation and compliance with the noise level performance standards

in BB93. The results have also been used to determine suitable external plant noise limits for

the proposed development. This report documents the survey findings.

2 Site Proposal

The proposal is to construct a new single storey teaching block to the south of the existing main

Delapre Primary School building and just to the east of the existing early years block. The new

teaching block will likely comprise four classrooms and associated ancillary circulation and

accommodation space. The current preferred location for the new block is shown in pink in

Figure 1. Possible alternative locations are shown in blue.

Figure 1 – Proposed School layout and Survey Locations

Attended Monitoring

Location

Unattended Monitoring Location



3 Site and Surroundings

Delapre Primary School is in a predominantly residential area. The nearest significant road is

the A5123 (Towcester Road) which is 100m to the west. There is a row of two storey houses

between the site of the proposed new teaching block and Towcester Road which provides

significant acoustic screening.

Figure 2 – Arial Photograph: Showing distant noise sources

4 The Building Regulations and Building Bulletin 93 (BB93)

Requirement E4 from Part E of Schedule 1 to The Building Regulations 2000 states:

“Each room or other space in a school building shall be designed and constructed in such a way

that it has the acoustic conditions and the insulation against disturbance by noise appropriate to

its intended use.”

Approved Document E provides further information on complying with the Building Regulations

and includes the following statement:

“In the Secretary of State’s view the normal way of satisfying Requirement E4 will be to meet

the values for sound insulation, reverberation time and internal ambient noise which are given

in Section 1 of Building Bulletin 93 ‘The Acoustic Design of Schools’, produced by DfES.”

The performance standards indicated within Section 1 of BB93 should, therefore, form the basis

for the acoustic design of new schools. Section 1.1 of BB93 states that:



“The overall objective of the performance standards in Section 1.1 is to provide acoustic

conditions in schools that (a) facilitate clear communication of speech between teacher and

student, and between students, and (b) do not interfere with study activities.”

The BB93 standards and regulations are directly applicable to the following rooms and spaces:

• All teaching and learning spaces.

• Administration and ancillary spaces in as much as they affect adjacent learning spaces.

• Adult/Community education spaces (if any).

• Nurseries which are part of a school.

It is useful to note that meeting the numerical standards in BB93 is the normal method of

complying with Requirement E4. However, if alternative standards can be demonstrated to be

appropriate, then it can be acceptable not to comply with the numerical performance standards.

This is subject to agreement with the school and the building control body. Section 1.2.1 of

BB93 describes this process.

5 Noise Limits

5.1 External Noise Limits

BB93 gives fairly conservative advice on noise levels in respect of sites for new schools. Section

2.3 states: “If the noise measurement survey shows that the ambient external noise levels on

the site are below 45 dB LAeq, 30min…, no special measures are likely to be necessary to protect

the building or playing fields from external noise”. However, sites below 45 dB LAeq are rare in

urban areas.

In terms of playgrounds and playing fields, BB93 states “Noise levels in unoccupied

playgrounds, playing fields and other outdoor area should not exceed 55 dB LAeq,30min and there

should be at least one area suitable for outdoor teaching activities where noise levels are below

50 dB LAeq,30min.”

Note that, the recommendations on noise levels in outdoor areas in BB93 do not form part of

the Building Regulations and are, therefore, stated as non8mandatory guidance only. The

LAeq,30min index is defined as the equivalent steady8state noise level with the same energy as the

actual fluctuating noise over the time period (in this case 30 minutes).

5.2 Internal Noise Limits

In schools which are naturally ventilated, the internal noise climate is determined by noise

transmission from the exterior. For mixed mode or fully mechanically ventilated schools, the

noise climate is a combination of the noise from mechanical services and from the exterior. A

sound level difference of 10 dB is often assumed for a façade with open windows and,

assuming an internal noise limit of 35 dB LAeq, as recommended for classrooms in Table 1.1 of

BB93, this translates as a maximum external noise level of 45 dB LAeq as stated in Section 2.3

BB93 (quoted above).



External noise levels at most urban school sites exceed 45 dB LAeq, and hence the application of

the internal noise limits was revised in the Building Bulletin 101 “Ventilation in School Buildings”

(BB101). BB101 states that where natural ventilation is provided, the BB93 noise limits must be

maintained for ventilation rates of 3 l/s/person, but noise levels 5dB(A) higher are permitted at

a ventilation rate of 8 l/s/person (i.e. with windows more fully opened). Therefore, naturally

ventilated teaching rooms now effectively have two noise limits according to the ventilation

rate. These are set out in Table 1 below for various rooms.

The ambient noise limits given in BB93 represent the combined noise levels from the following

sources:

• External noise, e.g. traffic, railways, aircraft, industrial noise

• Mechanical services, e.g. Ventilation systems and Plant.

Noise sources excluded from the targets are:

• Teaching activities within the school premises including in playgrounds

• Equipment noise, e.g. from machine tools, computers, fume cupboards

• Rain noise – however, BB93 states that rain noise should be controlled so that it does

not impinge upon the performance of the school. Numerical targets are not specified.

Table 1 – Internal Noise Targets derived from BB93 and BB101

Room Internal Noise Limit,

LAeq,30mins dB at ventilation

rate of 3l/s/person and for

mechanical ventilation#.

Internal Noise Limit,

LAeq,30mins dB at ventilation

rate of 8l/s/person

(natural vent only)

Primary classrooms, Class bases,

General teaching areas, small

group rooms

35 dB 40 dB

Nursery school playrooms and

quiet rooms 35 dB 40 dB

Music Classroom 35 dB 40 dB

Assembly Hall 35 dB 40 dB

Library (Resource Area) 40 dB 45 dB

Classrooms* designed specifically

for use by hearing8impaired

students (including speech

therapy rooms)

30 dB* 30 dB*

* 8 Note that no relaxation is permitted for these rooms

# 8 Note that with mechanical ventilation the room must meet the lower BB93 target at the design

ventilation rate.

Hence, the general internal noise limit under natural ventilation conditions is LAeq 35 or 40 dB

depending on the ventilation rate for most teaching spaces. Note that, BB93 requires a lower

limit of 30 dB LAeq for rooms “specifically designed” for hearing8impaired pupils or for speech

therapy and that no relaxation is permitted under BB101. We are not aware of any

requirement for such rooms in the proposed new teaching block, but if there were, this must be



brought to the attention of the designers and the specific room would be subject to the more

onerous acoustic design criteria.

A window only slightly open and providing only background ventilation provides better sound

insulation than one which is fully open. Therefore, taking 10 dB(A) at standard attenuation for

an open window, sites which have external noise levels no greater than LAeq 50 dB are

demonstrably suitable for naturally ventilated teaching accommodation.

BB101 encourages the use of natural ventilation in schools. Where there are difficulties in

meeting these limits BB101 suggests that “alternative performances standards” as permitted

under Section 1.2.1 of BB93 may be appropriate, if agreed with the school and acoustic

specialist. BB101 states in section 1.6.1:

It is recognised that the acoustic needs of classrooms are stringent and may prevent the use

of natural ventilation in some circumstances, even given the suggested addition of 5 dB to the

requirements when providing external air at a rate of 8 l/s per person. Consequently, the

designer is advised to refer to section 1.2.1 of Building Bulletin 93

The aim of quoting this statement of ‘alternative performance standards’ for the acoustic

requirements in this Building Bulletin on ventilation, is to allow some flexibility so that the

ventilation requirements of schools can be met by natural means, wherever it is possible to

maintain a level of acoustic performance that is deemed appropriate by the users of the

school. It is intended that this will lessen the likelihood of an unwanted mechanical

ventilation system being installed, incurring unnecessary capital and running costs.”

It is, therefore, recognised that the benefits of providing natural ventilation may, for some sites

where noise levels are slightly above LAeq 50 dB, outweigh the slightly increased internal noise

levels. However, this would need to be accepted and approved as an “Alternative Performance

Standard” following the procedures of BB93. Effectively the school must agree to accept the

slight reduction in acoustic conditions.

6 Noise Survey

6.1 Procedure

The noise survey was carried out at the existing school site on 4rd October 2012. All

measurements were external. The measurement locations are shown on Figure 1.

Measurement microphones were mounted on tripods at around 1.5m above local ground level

and at least 3m from vertically reflective surfaces such as building façades or walls.

To properly access the site background noise level in accordance with BB93 and BS4142 it is

necessary to exclude activity noise from the existing school and any other non8typical noise.

The survey took place on a normal school day; therefore, it was necessary to pause the sound

level meter during periods of school activity as BB93 excludes school activity from the internal

noise limits. On the day of the survey there was significant interruption from construction work



taking place on a site immediately to the south east of the school site and the measurement

locations, noise from this was also excluded from measurements.

6.2 Measurements

Two monitoring systems were used; one was left to log unattended during the survey and the

other was used to perform attended measurements in octave frequency bands.

Measurements at the unattended location were made using a Rion NL52 sound level meter,

which logged noise levels in ten minute intervals. As the meter was unattended these

measurements included all activity noise from pupils and the construction work.

Measurements at the attended location were made using a Norsonic 140 sound level meter.

Attended measurements were generally in 10 minute intervals; however, some were cut short

by interruption. During attended monitoring, extraneous noise was omitted as far as possible.

Both meters were calibrated using a Brüel & Kjær 4231 calibrator before and after the

measurement periods. No drift in the calibration level was noted in either meter.

6.3 Weather Conditions

The weather conditions for the survey were recorded using a hand held anemometer and

thermometer and were as follows:

Average temperatures: 14°C

Wind Speed at microphone: 3 m/s

Wind direction: South8Westerly

There was no precipitation and weather conditions were conducive to successful noise

monitoring.

6.4 Results – External Noise Levels

The measured noise levels for the attended external position are given below in Table 2.



Table 2 – Attended Noise Survey Results

Start Time Duration (seconds) LAeq, dB LA01, dB LA90, dB

04/10/2012 13:44 00:10:00 51.3 62.7 45.3

04/10/2012 14:01 00:03:47 50.2 56.5 45.9

04/10/2012 14:06 00:10:00 47.1 54.0 44.1

04/10/2012 17:00 00:10:00 48.7 55.8 45.1

04/10/2012 17:10 00:10:00 48.8 52.1 46.8

04/10/2012 17:20 00:10:00 48.5 52.3 46.7

04/10/2012 17:30 00:10:00 48.8 54.4 47.3

Summary: (Average/Minimum)1 49.2 55.4 44.1

Note 1: The summary values are given as the energy average for LAeq, the arithmetic average for LA01 and the lowest measured value for LA90.

The results of the unattended survey have been plotted in Figure 3. Periods known to have

been affected by school activity noise have been shaded in red.

Figure 3 – Time history plot of noise levels from unattended monitor

Known periods of noisy school activity have been shaded in red in Figure 3. The impact of the

construction noise on the unattended monitoring can be seen from the erratic noise levels;

however, as these measurements were unattended, it is not possible to identify the noise levels

in the absence of the construction noise.

Attended measurements were not made during periods of significant construction and school

activity noise; however, due to the almost continuous construction noise and regular school

activity noise it was not possible to exclude these noise sources entirely. The construction



workers were asked to stop using a pneumatic breaker for a period to allow measurements to

take place. However, some construction activity, such as a cement mixer, was audible at all

times. From the attended measurement data the typical measured LAeq noise level was 49.2

dB; however, in the absence of all construction and school activity noise this would have been

lower.

There were no dominant off site noise sources identified during the survey; rather the ambient

noise climate was from distant sources in all directions. Therefore, although the measurement

locations were chosen to represent the current preferred position of the proposed teaching

block, noise levels at the alternative positions shown in Figure 1 are likely to be similar. The

findings discussed below, therefore, apply to the three possible positions of the new teaching

block.

7 Implications for Ventilation

In the absence of school activity noise and temporary noise sources (construction noise) the

typical ambient noise level on the school site is below 50dB LAeq.

The intention is to naturally ventilate the proposed building. Background ventilation of 3 l/s/p

can be provided through small window openings where sound insulation of 15 dB(A) can be

achieved. Hence under conditions with small openings, internal levels will be below LAeq 35 dB

With windows open to provide higher levels of ventilation (8 l/s/p +) attenuation of 10dB(A)

can be assumed through the façade. This will results in internal levels within the LAeq 40 dB

limit obtained by applying the 5dB relaxation allowable under BB101 for naturally ventilated

school buildings.

Therefore, the internal noise levels from external environmental noise will meet the internal

noise limits under the two natural ventilation conditions.

The noise levels are not high enough to impose any particular sound insulation requirements on

the building envelope. Any practical form of construction of glazing and external building fabric

will adequately control environmental noise levels

8 External Plant Noise Limits

It is unlikely that there will be any mechanical services plant associated with the new scheme,

and therefore, there would be no need for control of external plant. However, if plant were

added then the background noise levels measured can be used to determine the daytime plant

noise limit at nearby sensitive receptors.

This could be a requirement under a planning condition, typically at the nearest housing, or

under BREEAM if that were a project requirement. Under BREEAM 2011 Pol 05 the limit would

apply at either nearby housing or other teaching blocks in the school.



The lowest background noise level measured during the day was LA90 42 dB (measured at the

unattended location); this can be used to set a relative plant noise limit.

We have consulted with Natasha Stanley, senior environmental health officer for Northampton

Borough Council. She has advised that their current criteria for plant noise are as follows:

“Assuming the plant is emitting steady noise levels, whether it cycles on and off or not, we

expect that the operational noise levels (Leq,T) from that plant should be at least 6 dB below

the minimum Background (L90, 1hour), for the times of operation, at the nearest sensitive

location. This could be an amenity space for daytime or the proximity of a bedroom window

for night time.

Ideally this should be specified in octave bands but if assessed on A8weighted levels then

there should be a BS 4142 assessment that accounts for the character.”

Therefore in principle the plant limit to be would be 6 dB below the L90 in each octave band,

which is a relatively onerous criterion. It is not common to measure the background noise level

in L90 octave bands (particularly as many meters do not record this parameter). We have

recorded spectral L90 levels in some locations, but not all.

An alternative more standard criterion has been discussed and agreed with NBC; specifically

that, should there be any plant, then its rating level according to BS 4142 should be 10dB(A)

below the background noise level outside nearby housing or in gardens of housing or other

relevant amenity areas. The noise limit would therefore be LAr 32 dB.

The limit applies to the aggregate of all new plant operating

The BREEAM 2011 Pol 05 limit requires the rating level as defined by BS 7445 to not exceed the

background noise levels, LA90, by more than 5dB(A) outside nearby noise sensitive

developments. Hence a limit of 47 dB(A) would also apply outside the existing school teaching

room windows and at the nearby housing.

9 Summary

An external noise survey has been carried out at the existing Delapre Primary School in

Northampton. There is no dominant noise source affecting the school. Environmental noise

levels on site comprise road traffic noise from local roads and distant trunk roads. Typical noise

levels affecting the proposed building will be at or below LAeq 50 dB. Based on this, the

proposed natural ventilation design can achieve appropriate internal noise levels without

additional attenuation. The background noise levels measured have also been used to

determine plant noise limits at the nearby sensitive receptors.

Delapre Primary School – Appendix A Photos

A532/R03 24th October 2012 Page A1

Unattended Survey Location

Attended Survey Location

Delapre Primary School – Appendix B Tabulated Survey Data at Unattended Measurement Position

A532/R03 24th October 2012 Page B1

Unattended Measurements

LAeq LAmax (FAST) LAF01 LAF90

dB dB dB dB

10:00:00 50.7 70.7 61.4 43.1

10:10:00 45.9 63.6 52.1 43.6

10:20:00 53.4 71.0 66.5 44.2

10:30:00 47.4 62.2 55.8 43.0

10:40:00 69.3 87.7 79.3 42.1

10:50:00 76.2 94.4 84.0 71.0

11:00:00 58.8 76.3 72.2 43.8

11:10:00 47.4 63.1 54.3 43.1

11:20:00 47.5 62.6 55.9 43.6

11:30:00 59.0 79.9 71.6 43.5

11:40:00 45.4 55.3 50.9 43.1

11:50:00 52.1 62.2 59.2 45.0

12:00:00 67.3 88.6 76.3 53.5

12:10:00 72.7 87.7 82.2 61.9

12:20:00 79.0 93.3 88.6 71.5

12:30:00 75.7 90.4 84.9 58.7

12:40:00 76.9 90.9 85.0 71.1

12:50:00 73.4 89.6 83.3 47.0

13:00:00 52.5 63.3 59.3 45.2

13:10:00 51.1 65.1 59.4 43.5

13:20:00 64.6 81.5 74.7 49.7

13:30:00 66.5 81.2 75.9 48.4

13:40:00 58.0 76.5 70.3 44.0

13:50:00 55.2 74.9 66.2 44.8

14:00:00 48.7 71.9 55.3 44.5

14:10:00 47.1 67.0 52.8 44.1

14:20:00 61.3 80.0 73.1 48.6

14:30:00 72.7 87.6 80.5 65.3

14:40:00 52.8 73.6 65.2 44.5

14:50:00 52.7 75.6 62.0 46.9

15:00:00 68.5 90.8 80.2 53.5

15:10:00 60.2 84.2 72.6 45.1

15:20:00 55.0 76.4 65.7 46.0

15:30:00 56.6 75.2 67.8 46.5

15:40:00 55.3 75.7 66.3 46.2

15:50:00 55.8 74.3 67.1 46.9

16:00:00 56.7 74.8 67.0 47.8

16:10:00 56.1 80.3 68.9 43.3

16:20:00 55.3 76.0 65.7 45.5

16:30:00 59.2 77.0 70.0 48.8

16:40:00 59.7 75.7 69.7 46.5

16:50:00 55.8 79.5 66.6 45.7

17:00:00 50.2 71.9 60.1 43.5

17:10:00 47.3 57.1 50.7 45.1

17:20:00 46.0 60.2 50.3 43.7

17:30:00 46.6 60.1 52.7 44.4

Time

Delapre Primary School – Appendix B Tabulated Survey Data at Unattended Measurement Position

A532/R03 24th October 2012 Page B2

Attended Measurements 8 Octave Band Data

63 Hz 125 Hz 250 Hz 500 Hz 1.0 kHz 2.0 kHz 4.0 kHz 8.0 kHz

04/10/2012 13:44 00:10:00 51.3 62.0 57.3 55.0 50.2 43.7 37.7 33.7 26.3

04/10/2012 14:01 00:03:47 50.2 60.9 60.2 49.3 46.7 44.3 40.5 36.3 29.2

04/10/2012 14:06 00:10:00 47.1 59.1 53.1 46.8 43.9 42.5 37.0 31.4 26.0

04/10/2012 17:00 00:10:00 48.7 57.2 52.1 48.2 45.2 44.3 39.5 35.9 32.0

04/10/2012 17:10 00:10:00 48.8 56.8 53.1 51.5 45.3 44.3 37.3 29.9 26.8

04/10/2012 17:20 00:10:00 48.5 58.3 53.0 48.1 44.9 45.4 37.3 28.1 24.5

04/10/2012 17:30 00:10:00 48.8 57.8 52.1 48.2 44.8 46.2 37.5 25.6 21.7

LAeq, dBLAeq, dBDurationDate

Delapre Primary School Additional Information on Noise Following Alteration to the Proposed Location

A532 26th March 2013 Page 1

The noise survey for Delapre Primary School was carried out before the final location was

determined. The proposed locations for the new developments are shown in Figure A1; below.

Figure A1 – proposed site plan

The new reception classroom next to the new covered play area was not in the original plan

and therefore noise levels were not surveyed at this location. The following noise sources were

heard and noted during the survey:

• Towcester Road

• Rothersthorpe Road

• Aircraft Noise

The reception classroom is further from Towcester Road than the survey location and

completely screened from Rothersthorpe Road. Therefore, it will be exposed to slightly lower,

but similar, noise levels to the main part of the new building which was surveyed. The

conclusions from the noise survey report, therefore, will also apply at the location of the new

reception classroom and natural ventilation with openable windows will be feasible.

Surveyed

Location

delapre primary school - northamptonshire county council · mbp-5394: northampton schools expansion...

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