St. Paul’s Church Esholt, Guiseley.€¦ · St. Paul’s Church Esholt, Guiseley. Anglican Diocese of Leeds Inspected by Richard J. Crooks BA (Arch), Dip Arch, R.I.B.A, AABC 14

Inspection of Churches Measure 1955 Quinquennial Inspection Report 2017

St. Paul’s Church Esholt,

Guiseley.

Anglican Diocese of Leeds

Inspected by Richard J. Crooks BA (Arch), Dip Arch, R.I.B.A, AABC

14 Calverley Lane Horsforth

Leeds LS18 4DZ

tel. 0113 2818080 fax. 0113 2584070

e-mail. [email protected]

mailto:[email protected]

St.Paul’s, Esholt 2 November 2017

CONDITIONS OF REPORT

The inspection was generally carried out from ground level with the aid of binoculars and from readily accessible and regularly maintained permanent access ways within the building. Ladders may be used for inspecting low roofs etc if assessed as safe to do so in the conditions at the time. The inspection is purely a visual appraisal to comply with the Diocesan Scheme under the Inspection of Churches Measure 1955 as amended by the Care of Churches and Ecclesiastical Jurisdiction Measure 1991 Revised Scheme. Woodwork and other parts of the structure which are inaccessible, enclosed or covered are not subject to this report and no guarantee can be given that such parts of the building are free from wet rot, dry rot, insect infestation or other defects. General impairment due to age, usage or to weathering where not considered excessive is not of necessity mentioned in this report. This report is restricted to general condition of the building and its defects and does not constitute an adequate specification for the execution of repair works and must not be used as such, neither is it is intended as an exhaustive list of defects.

It is recommended that any repair works, beyond routine maintenance carried out by members of the church, should be carried out by an approved and competent contractor under the direction of the Inspecting Architect and this report has been prepared on this basis for the agreed fee. All such works being firstly authorised by a Faculty for which the Archdeacon will be able to advise. Should the PCC not appoint the inspecting architect to oversee follow up repairs then the inspecting architect reserves the right to subsequently claim the full costs associated with preparation of this report. The PCC is reminded that their Minutes must record the fact that application is being made for a faculty and that a copy of that Minute must accompany any Application for grant aid. A full specification is always required. The Architect is willing to advise the PCC on implementing the recommendations, and will if so requested prepare a specification, seek tenders and oversee the repairs. Please note that all works to both the fabric and the furnishings should be recorded in the Church Log Book. It is a requirement of Canon F13 that every PCC should keep a Log Book in which to record all alterations, additions, removals, repairs, routine inspections and tests recorded together with the names of all Contractors and Specialists involved. The PCC are reminded that the amount of insurance cover should be index-linked and re-assessed annually to keep pace with the rising cost of repairs and to ensure adequate reinstatement in the event of mishap. Such cover should be comprehensive and include for the fabric, all furnishings and for public liability. Contact should be made with the insurance company to ensure insurance cover is adequate. Those items mentioned in the previous Quinquennial report not yet dealt with are included again within this report and are given a revised priority as considered appropriate. It should be noted that although the Measure requires the Church buildings and grounds to be inspected every five years minor defects; such as displaced slates and leaking pipes, occurring between inspections can cause considerable damage if left unattended. Such matters should be dealt with immediately. The PCC are advised to enter into a contract with a local builder for the cleaning out of the gutters and downpipes twice each year. The Churchwardens are reminded that they are required by the Care of Churches and Ecclesiastical Jurisdiction Measure 1991 to carry out their own; or cause to be made, careful inspection of the church fabric and furnishings each year and prepare a detailed report for the PCC before the Annual Parochial Church Meeting. This report is to be included in the Church Log Book. The PCC are reminded of their duties under the new Control of Asbestos at Work Regulations namely to identify, record and manage all asbestos containing materials to protect the health and safety of all persons using the premises and involved in maintenance, repairs or alterations. An Assessment is not covered by this report. Details on making an assessment are available on www.churchcare.co.uk/building.php/CDA. The PCC also have duties under the Disability Discrimination Act 1995 to provide for a range of disabilities including wheelchair users and people with limited mobility, sight impairment, hearing impairment, speech impairment, limited dexterity, limited upper and lower strength, multiple disabilities and cognitive difficulties. The PCC need to look at all these areas with these disabilities in mind and prepare an access strategy. For the purpose of this report the liturgical orientation of the church is used and not the exact geographical orientation. Further guidance on the inspection and the statutory responsibilities are contained in How to Look After Your Church. The Churchwarden's Year gives general guidance on routine inspections and house keeping and general guidance on cleaning is given in Handle with Prayer. These booklets together with others on the specialized aspects of fittings, furnishings and use (organs, bells, glass, stonework, heating, sound amplification, access for people with disabilities etc.) are published for the CCC by Church House Publishing, Church House Bookshop, Great Smith Street, London SW1P 3NZ. Tel. 020 7898 1557. Guidance can also be found on www.churchcare.co.uk.

http://www.churchcare.co.uk/


INTRODUCTION St.Paul’s Church was built in 1839 by William Rookes Crompton-Stansfield, owner of the Esholt Estate at that time, as a private family chapel. In 1853 the church was consecrated by the Bishop of Ripon for use as a place of worship by the inhabitants of Esholt village. The Sanctuary was added in 1895 and in 1927 the present reredos and panelling installed. At the west end the organ located on the gallery was installed in 1897 and rebuilt in 1970. The organ loft’s front was designed to match the reredos and installed in 1973. The pulpit is thought to be constructed with parts from a number of sources each panel depicting various Greek goddesses. On the front panel the date 1535 is carved. The Priest’s stall opposite mirrors the overall design of the pulpit. A significant number of windows contain stained glass. The east window dates from about 1895.



CONTENTS page 1.0 Schedule of Works completed since the last quinquennial inspection 7

2.0 General Condition 7

3.0 Roof Coverings 7

4.0 Rainwater Goods & Disposal Systems 8

5.0 Below Ground Drainage 8

6.0 Parapets & Upstand WaIls 9

7.0 Walling 9

8.0 Timber porches & Canopies 10

9.0 Windows 10

10.0 Tower 12

11.0 Clocks & their Enclosures 13

12.0 Roofs & Ceiling Voids 13

13.0 Roof Structure, Ceilings & Ceilures 13

14.0 Upper Floors, Balconies & Access Stairways 13

15.0 Partitions, Screens Paneling, Doors & Door Furniture 14

16.0 Ground Floor Structure & Timber Platforms 14

17.0 Internal Finishes 15

18.0 Fittings, Fixtures & Furniture 16

19.0 Toilets, Kitchens, Vestries etc. 16

20.0 Organ & other Musical Instruments 17

21.0 Monuments, Tombs, Plaques etc. 17

22.0 Service Installations generally 17

23.0 Heating Installations 18

24.0 Electrical Installations 18

25.0 Sound System 18

26.0 Lightning Conductor Installation 18

27.0 Fire Precautions 18

28.0 Disabled Provision & Access 19

29.0 Safety 20

30.0 Bats 20


31.0 Churchyard 20

32.0 Ruins 21

33.0 Monuments, Tombs & Vaults 21

34.0 Boundary Walls, Lychgates & Fencing 21

35.0 Trees & Shrubs 22

36.0 Hardstanding Areas 23

37.0 Miscellaneous 23

38.0 Log Book 24

39.0 Summary 24

40.0 Budget Costings 25

41.0 Guide to Routine Maintenance 26

Generally all matters raised in the following report which require attention are marked with a suffix indicating the priority for action as follows: - “A” urgent works requiring immediate attention. “B” works recommended to be carried out within the next twelve months. “C” works recommended to be carried out within the next 18 – 24 months. “D” items which require attention within the Quinquennium. “E” desirable improvements with no timescale “F” matters which should be regularly monitored or investigated further. “M” routine maintenance (eg. clearing leaves from gutters) which can be done without professional advice or a faculty The above suggested priorities are indicative as in some instances it may be cost effective to bring forward less essential works to be undertaken at the same time as urgent repairs in the same area. This applies particularly to lesser works requiring scaffold and/or relatively minor quantities of materials and/or labour. The inspecting architect is able to assist the PCC in preparing a programme of works reflecting this situation. The PCC should ensure that its maintenance remains in the hands of competent craftsmen selected for their proven skills rather than the cheapest quotation for ill-defined work. Resources should be devoted to the most urgent items in order of priority for completion in turn. In that way each element can be conserved or replaced for its full expectation of life to give the best value for money and respectful of the original principles and details of the design. The Architect is willing to advise the PCC on implementing the recommendations, and will if so requested prepare a specification, assist with Faculty Applications, seek tenders and oversee the repairs.

The previous inspection is understood to have been carried out by Richard Crooks in December 2012 but a copy of the report was not available at the time of this inspection. The current inspection was largely undertaken in November 2017. The weather at the time of inspection was dry, cold and bright. The church is traditionally orientated and this report refers accordingly.


MAIN REPORT

1.0 SCHEDULE OF WORKS - Completed since the Previous Quinquennial Inspection Repo

Installation of Toilet

Part levelling of gallery floor to create Vestry area.

Upgrading of lighting

Routine maintenance and annual servicing.

Lych gates and churchyard east gates refurbished.

2.0 GENERAL CONDITION 2:1 St. Paul’s is in good condition and is well cared for and commendable efforts are made to maintain

a high standard of upkeep. The interior is very well maintained and now benefits from improved ancillary facilities including DDA standard toilet and Clergy Vestry.

2:2 There does not appear to have been any significant uneven subsidence since the previous

inspection.

Item Area Description/Comment Priority

3.0 3.1

ROOF COVERINGS

Main pitched roofs are of Yorkshire stone slate with stone ridge tiles generally well pointed and bedded. Overall the roofs in sound condition except where otherwise detailed below. Small number of slates with broken corners and some shaling but not sufficient at this stage to be detrimental to the integrity of the roof covering.

3.2

Lead upstand flashings and flaunchings to west end upstand intact and well pointed.

3.3

Lead upstand flashings to east end intact and well pointed. Flaunchings to Chancel arch upstand wall intact. Apex crosses appear structurally sound at time of inspection. That over the chancel arch has been strengthening in recent times with stainless steel straps.


4.0 4.1 4.2

RAINWATER GOODS & above GROUND DRAINAGE

Cast iron rainwater goods generally in sound condition. Downpipes have easy release bolts for maintenance and appear clear. Gully on north side of nave affected by fern growth and encroachment of other vegetation.

M

4.3

Gullies to be cleared of leaves and debris following autumn leaf fall and then checked at regular intervals throughout the year.

M

4.4

Accumulations of leaves present in gutters from the autumn fall should be cleared as soon as possible. Check that overspilling does not occur during heavy rain which could contribute to damaging internal finishes.

M

4.5

Weed growth in gutter on south side adjacent to porch.

M

4.6

Rusting and water drip around connection bolt to gutter lengths adjacent to NW corner suggests possible leakage of joint.

M

5.0 5.1 5.2

BELOW GROUND DRAINAGE

There are no records available indicating the surface water drainage system around the church. All gullies should be cleared of silt, weeds and soil annually and flushed to clear all deposits within the drains. Care should be taken to ensure all gullies remain clear particularly following the autumn fall of leaves.

M


5.3

A new foul water drainage system was installed in connection with the new toilet facilities in 2015 running from the NW corner of the building alongside the footpath to the main sewer in the road outside the lych gate. This is in full working order.

6.0 6.1 6.2

PARAPETS & UPSTAND WALLS

Generally sound and well pointed. Apex crosses appear structurally sound at time of inspection.

7.0 7.1

EXTERNAL WALLING

Constructed of coursed rubble gritstone and overall reasonably well pointed and in sound condition except where highlighted below. The stonework is bedded in lime mortar but unfortunately in areas has been unsympathetically patch pointed in a hard cement and sand mortar obscuring the original joints, arises (square edges of the stones).and spread onto faces of the stone to varying degrees. With continued erosion of the adjoining stone this harder mortar will fall away but only after damaging the adjoining stone.

7.2 7.3

Plinths and window dressings generally all well pointed and in sound condition. Some open joints in window heads internally would benefit from repointing in lime mortar.

C

7.4

Cracks in masonry around head dressings to window on north side at west end suggests some minor displacement. Repoint and monitor for further movement.

C


7.5 7.6

Patch pointing to west end of varying colour and mix spread over stones. The pointing mortar should be traditional lime mortar with appropriate grit to give the mortar its original colour and texture. It needs to be softer than the stone to act sacrificially to protect the stones and should not be proud of the face of the masonry.

7.7

The old walls do not have damp proof courses, and their acceptable moisture levels above ground and at floor bearings depend upon natural dispersion to atmosphere from faces exposed to ventilation between ground and floor levels. In order to encourage the maximum drying out of walls externally rather than internally care should be taken to keep the ground all around the Church as low as possible and together with air vents free from unwanted planting and weed growth which attract water by their roots.

M

7.8

Ditto south side.

7.9 7.10

Chancel added in 1895 is constructed of larger coursed stone with incised pointing. Cills to east window renewed in 1960 have strap pointing which does not readily shed water.

7.11 7.12

Recent patch pointing to north wall. Rusting ironwork below eaves. Possibly wallplate straps. Address with overhaul of rainwater goods.


7.13 7.14

Broken air grate on north side should be replaced with traditional design cast iron to prevent vermin entering the church under the pew platforms and heating ducts. Clear and overhaul all such ducts around the building.

M M

8.0 8.1 8.2

EXTERNAL TIMBER PORCHES, DOORS ETC

There are no timber framed structures or canopies. External doors are of heavy oak construction in sound condition with decorative ironwork, latches and handles. Ironmongery generally is in working order with sound hinges and locks. Hinges and locks should be oiled and greased for long service.

M

9.0 9.1

WINDOWS

The Church contains a fine collection of stained glass memorial windows. All stained glass should ideally be lightly cleaned internally on an annual basis using soft brushes or wool dusters so that the dust does not congeal with condensation to become absorbed into the glass. Water, spirit or abrasives should not be used under any circumstances. Plain glass should only be cleaned with de-ionised water applied by spray onto a soft cloth. All other cleaning of stained glass should only be carried out by a specialist conservator.

E

9.2

Windows adjacent to clergy stall; Some distortion to lower panel of left hand opening which does not have lower border suggesting origin may be another church or chapel. Ties to saddle bars are lead and two have failed. Right hand glazing is of sturdier construction with copper ties.

F

9.4 9.5 9.6

Matching pair of windows on south wall adjacent to pulpit. Right hand panel much distorted and one quarry at base is cracked. Glass appears quite thin. Releading would be desirable in the not too distant future. Windows inevitably attract condensation and unusually St. Paul’s does not have collection channels to keep this clear of the glazing for later evaporation.

F/E


9.7

Some glazing does not have a ‘sacrificial’ border or decorative border to lower panels suggesting panels have been brought from another church or chapel. Central panel in east window likewise. Bay 5 on south side. Glazing tightly fitted into opening with no border and inscription partially obscured suggesting panels brought from another church or chapel.

9.8

Bay 4 on south side in memory of Thomas Smith. Organist 1888; some distortion to upper panels.

F

9.9 9.10 9.11

All windows protected externally with polycarbonate. All polycarbonate protection should be removed periodically to clean and remove debris and cobwebs. Check bottom fixings regularly.

M

9.12 9.13 9.14

Metal framed ventilators in a plain glazed windows. Glass ventilator blade to gallery west window is missing and external polycarbonate sheet provides the only weather protection. Ventilator metalwork distorted and rusting. Full overhaul recommended.

D E

9.15 9.16

Ventilator in toilet held closed by length of wood. Full overhaul recommended. Opaque glazed panel introduced over lower portion of window to create some privacy.

D

10.0 10.1 10.2 10.3

BELLCOTE

Stone bellcote at west end containing two bells hung from timber headstock. Boiler flue alongside. Ironwork rusting and would benefit from overhaul as previously reported. Masonry generally in sound condition and well pointed but some damage on east face of centre mullion between the bell openings possibly caused by old rusting iron fixings. Evidence of past repairs to stabilise. No significant deterioration visible since previous inspection but it would be prudent for inspecting architect to inspect close up.

D C


11.0 11.1

CLOCKS

No church clock.

12.0 12.1

ROOF & CEILING VOIDS

Generally there are no roof voids.

13.0 13.1 13.2

ROOF STRUCTURE & CEILINGS

Arch braced timber roof trusses, with exposed purlins, supported on decorative stone corbels. Some open joints between curved braces and wall posts suggesting past outward spread but no indications this is ongoing. See also item 17.3.

F

13.3

Some small areas of ceiling paint to nave are beginning to peel. Monitor for potential water ingress.

F

13.4

Close boarded ceiling to Chancel appears in sound condition.

14.0 14.1 14.2

UPPER FLOORS, ACCESS STAIRWAYS & BALCONIES

Organ loft/gallery at west end with original stepped floor now levelled. Stairs renewed in 1958. Secure loose floor boards to rear of balcony.

M

14.3

Floor on the north side of the organ loft has been levelled since the last inspection to create a clergy vestry area. A glazed screen provides edge protection to open side.


15.0 15.1 15.2 15.3

PARTITIONS, SCREENS, PANELLING & DOORS

The church contains some fine furnishings. Panelling to Chancel east wall is in fine condition. Oak pews and choir stalls with matching panelling at low level to adjoining walls are in fine condition. Condition of walling behind cannot be assessed without removal so regular visual inspection is recommended for signs of distress that could be an indicator of problems behind such as damp.

F

15.4

The church has excellent heavy framed oak doors with locks and bolts in good condition and sound hinges. The ironmongery should be kept painted and free from rust. Hinges and bolts should be oiled and greased for long service.

M

15.5

Organ loft panelling to match reredos installed in 1973 is in fine condition.

16.0 16.1 16.2

GR’D FLOOR STRUCTURE & TIMBER PLATFORMS

Stone pavings to aisles and west end with cast iron gratings over heating ducts are generally relatively level although where the surface has delaminated there is some unevenness and there are also some open joints which would benefit from being repointed. Evaporation is essential to the well-being of ‘solid’ floors and they should not be covered with carpet, certainly not with a rubber backing.

E

16.3

Timber floors to pew areas are level with the aisles. Underfloor conditions cannot be readily ascertained without some removal. External air grates to ventilate void below should be kept clear of vegetation.

M

16.4 16.5

Minton floor tiles to chancel floor. Some damage adjoining stone step would benefit from repair. Wax deposits to either side should be appropriately removed.

C M


17.0 17.1

INTERNAL FINISHES

Generally in fine condition and well decorated.

17.2

Minor damage to head of window on south side. Monitor for water ingress or progressive damage from iron dowels.

F

17.3 17.4

West end wall above gallery level appears to have moved out by about 50mm at end. Roof truss tie beam is bolted to the wall and has bowed. Possibly caused by eccentric loading from corbelled bellcote. Movement does not appear to be greater than at previous inspection but it should be monitored to establish that the movement is not ongoing.

F

17.5 17.6

Damp penetration is affecting the wall finish on the south wall adjacent to the pulpit. Check the external guttering for leaks or overspilling.

M

17.8 17.9

Paint finish below gallery is flaking away. As this is internal and therefore not subject to damp penetration damage may be due to failure/stress of the earlier underlying paint finish. Remove all loose paint and redecorate.

C


18.0 18.1

FITTINGS, FIXTURES & FURNTURE

Under the Inspection Measure the Archdeacon may notify the Parish of any item worthy of special attention by the inspecting architect. No such notice was received on this occasion and therefore only a general inspection was made. All the following fittings, fixtures, The Church contains many fine fittings, fixtures; furniture and other objects all in good order allowing for age, wear and tear unless otherwise stated. All recorded in the Church Terrier and photographed.

18.2 18.3

Oak pews and choir stalls with matching panelling at low level to adjoining walls are in fine condition. Panelling prevents close inspection of the lower areas of the walls. There is the risk that damp in the walls could affect the timber and vigilance is required so that any appropriate action may be undertaken at the first sign of problems.

F

19.0 19.1 19.2

TOILETS, KITCHENS, VESTRIES ETC

Former Vestry subdivided in 2015 to create small kitchen lobby with DDA accessible toilet beyond. Kitchen lobby contains organ blower and fitted cupboards and kitchen units. New full DDA compliant toilet facility also providing baby change facilities is in full working order. See 28.2.

19.3 19.4 19.5

Stone steps down to basement heating chamber at west end. No handrail and care needs to be taken. Gap between top step and meter platform. Care needed when reading meters. Small platform supports the gas meter and water meter is adjacent. Gas, water and electric incoming mains enter the building through the basement.

19.6 19.7 19.8

Heating chamber contains Stelrad Ideal Mexico gas fired boiler. Flue is taken into and up original stack. Concrete floor and walls are damp and therefore should not be used for storage. Timber items should be removed as a precaution against dry rot. Water ingress evident through former coke chute.

C


19.9

Plaster on lath ceiling is in poor condition and contains two hatches. Although not available at the time of inspection it is understood there is an Asbestos Report and no such material present.

20.0 20.1 20.2

ORGAN

Organ installed in organ loft at west end in 1897 and rebuilt in 1970. The Organ was not examined technically but the Log Book records that it is retuned and serviced twice yearly by John Clough. Also on gallery is a clavanola by H.J. Fletcher & Co. of London.

21.0 21.1

MONUMENTS, TOMBS, PLAQUES, ETC

There are numerous brass memorial plaques around the walls of the church relating to members of the Crompton and Rookes families and other individuals all in fine condition but no known intra-mural burials or ledger stones. The physical condition of the memorials is not cause for concern unless otherwise stated and it is assumed the concealed fixings remain sound and fit for purpose allowing for age, wear and tear unless otherwise stated below.

21.2 21.2

Oak boards at west end inscribed with names of incumbents. First World War on north wall with corresponding Second World War memorial on south wall.

22.0 22.1

SERVICES INSTALLATIONS The Church has comparatively modern service installations throughout and nothing of concern was seen. The electrical and heating installations and associated services, while appearing to be in full working order were not tested as part of this inspection and any comments made below are based on visual examination only, The above-ground plumbing and drainage installations were not examined in detail, but generally appear to be in satisfactory order. Incoming water service in basement. Incoming gas & meter at head of basement steps. Electrical switchgear in Toilet.


23.0 23.1 23.2

HEATING INSTALLATION

The Church is heated centrally from a Stelrad Ideal Mexico gas fired boiler in the basement at the west end. The installation is tested annually by British Gas/Gasforce and a written report with appropriate certificate obtained and inserted in the Church Log Book.

24.0 24.1 24.2

ELECTRICAL INSTALLAT’N

The installation should be tested at least every five years in accordance with the recommendations of the Church Building Council for insulation resistance, earth continuity and general safety on all circuits by a registered electrical engineer or NICEIC contractor and a written report with appropriate certificate obtained and inserted in the Church Log Book. The installation was last tested in March 2012 by J.A.H. Metcalfe. The label on the consumer unit recommends the installation be tested again in March 2016. Review.

M

25.0 25.1

SOUND SYSTEM The Church has speech reinforcement and loop system. The system is tested annually by Pro Audio.

26.0 26.1

LIGHTNING PROTECTION

No lightning protection. Advise should be taken as to whether this should be installed as requirement of the building insurance.

27.0 27.1

FIRE PRECAUTIONS

Full complement of fire extinguishers serviced by Proma Fire Protection Ltd. Extinguishers suggest last inspection was August 2011. Review if not tested since this inspection.

M


27.2

Minimum requirements recommended by the Council for the Care of Churches are for one water type extinguisher for every 250 m2 of floor area; one dry powder fire extinguisher adjacent to the boiler room and one CO2 adjacent to the organ. It is now recommended that dry powder type extinguishers are no longer provided in churches due to the rapid corrosive nature of the powder when in contact with moisture. Valuable and historic items may be seriously damaged within hours of an occurrence. Further advice should be obtained from the Fire Officer of the Fire Brigade and the insurers. Ensure all escape routes are kept clear of obstructions and hazards at all times and that adequate numbers of correct type of extinguishers are installed in accessible positions and all appliances serviced annually by a competent engineer and recorded in the Church Log Book. It. is advised that fire insurance cover should be periodically reviewed to keep pace with the rising cost of repairs.

27.3

Ensure there is no build up of casual storage within the building such as in the gallery, the boiler room and vestry. Hazard is soon established and vigilance is essential. Organised storage should be provided for occasionally used equipment and any discarded items should be removed from the building as a matter of routine.

28.0 28.1

DDA & ACCESSIBILITY

The Disability Discrimination Act 1995 legislates for a range of disabilities including wheelchair users and people with limited mobility, sight impairment, hearing impairment, speech impairment, limited dexerity, limited upper and lower strength, multiple disabilities and cognitive difficulties. The P.C.C. need to look at all areas, with the above disabilities in mind, and prepare an access strategy.

28.2

In 2015 a full DDA compliant toilet facility was installed also providing baby change facilities. All in full working order at time of inspection.

28.3

External paving ramped up to main south door and generally level access throughout the main body of the church makes the building readily accessible to all users. No raised pew platforms. A couple of pews could be shortened to provide spaces for wheelchair users or children in pushchairs within the main pew area.


29.0 29.1

HEALTH & SAFETY Generally the building and its contents does not present any significant hazards to worshippers and casual visitors. The HSE produces a publication HSG 192 - “Charity and Voluntary Workers – a guide to health and safety at work. Consideration should always be given to the normal household hazards of step ladders and provisions for cleaning and a written “Method Statement” posted in the building and in the Log Book drawing attention to limitations and use of equipment. It should highlight the rule that no one should use steps, ladders or climb off the floor alone in the building, that for high cleaning ladders must be secured or held at the bottom and if possible roped. Hazards & techniques of heavy lifting/moving of furniture to be covered.

30.0 30.1

BATS No reports of bats being seen entering or leaving holes in the structure and no evidence found to suggest inhabitation within the building. Bat activity is best observed at dawn and dusk. The adjacent trees may have colonies of bats and churches are encouraged to install bat boxes in nearby trees to reduce the chances of the creatures entering the building structure. As bats are a protected species no repairs other than routine maintenance should be undertaken without a bat survey being undertaken before by a specialist ecologist. If bats are discovered or seen emerging from the building when undertaking repairs all work must stop immediately & further instructions obtained from the ecologist.

31.0 31.1 31.2

CHURCHYARD

The Churchyard immediately around the church is well maintained giving an attractive setting to the building. From the east end a footpath leads over the beck to the large burial ground. The timber handrails to the bridge have been repaired since the previous inspection.

31.3

The burial ground to the east is relatively large and beyond the means of the P.C.C. to maintain it all in a landscaped condition.

31.4

Footpath is being damaged by tree roots. Inspect regularly and ensure damage does not become a trip hazard or break up the surface.

M


32.0 32.1

RUINS

There are no ruins or remnants of former Churches visible on this site which have not been incorporated into the fabric.

33.0 33.1

MONUMENTS, TOMBS & VAULTS

Headstones of varying design and material. Churchwardens have a responsibility to ensure all are checked regularly for stability and a report obtained and inserted in Log Book for future reference. A small number picked at random appeared sound except the one indicated on the adjacent photos. The PCC should plan to stabilize or lay flat any monuments suspected as being unstable at the earliest opportunity.

M

33.2 33.3

As above. Any monuments overgrown with ivy which is invasive of any masonry joints should be cleared and roots grubbed up since they are difficult to poison.

M

33.4 33.5

The Crompton-Stansfield’s family vault is built into the hillside to the south of the church. The vault is now sealed and vegetation has been allowed to take over. The PCC should review the health and safety implications of this unmarked and accessible hazard.

M

34.0 34.1 34.2 34.3

BOUNDARY WALLS, FENCES & LYCHGATES

Lychgate built in 1953 to commemorate the coronation of HM Queen Elizabeth II in sound condition. Timber gates have been refurbished since the previous inspection and are in full working order. A number of stone pavings have been damaged by vehicles.

34.4

Large mature tree to the side of the lychgate which had affected the adjacent boundary walls has been felled since the previous inspection. The inspecting architect produced proposals for repair of the wall in 2012 but these have yet to be implemented. The wall may partially recover as the tree stump slowly rots away.


34.5 34.6

The churchyard is bounded by coursed stone walls except to the south of the church building where the land falls away down to the River Aire. The boundary walls generally have severely eroded joints which have allowed vegetation to take a hold and would benefit from repointing.

E

34.7 34.8

The condition of the walls should be inspected at least annually in the Spring to check that the stability has not been affected by the ongoing weathering. Ideally there should be a phased programme of repointing with traditional lime mortar.

M E

34.9 34.10

Oak gates at east end of churchyard in sound condition having been refurbished since the previous inspection. Stone pillars and curved wing walls generally fully pointed although of struck finish. However the diagonal cracking in the wall visible to the left of pillar was not present at the time of the last inspection

F

34.11

Churchyard walls beyond are courser rubble with open joints and loose half round stone copings.

35.0 35.1

TREES & SHRUBS

The churchyard contains a number of mature trees some with Preservation Orders. It is understood Bradford Metropolitan Council inspected the trees in 2015 and gave approval for the felling of the tree adjacent to the lych gate. The PCC are advised to obtain a report from an aboriculturist during each quinquennium and insert a copy in the Church Log Book. If the report reveals the need for emergency works, the PCC should contact the Archdeacon immediately. If, however, the need for major work is of non-urgent nature DAC advice should be sought before any work is undertaken

35.2 35.3

Before any tree or substantial shrub is planted in a churchyard the consent of the Archdeacon must be obtained and a Faculty may be required. For the future self-sown saplings should be pulled up before they root deeply and any established close to the church and churchyard walls, notably need to be removed and roots killed off with sodium chlorate. Others around graves and monuments should also be removed.

M


35.4

The planting of shrubs around the Church at the base of the walls should not be encouraged as roots may affect foundations (as Churchyard west boundary wall); leaves can block gullies and moisture may become trapped in the walls. Fully grown trees near buildings can become a threat from falling trunks or branches and their roots affect foundations

M

36.0 36.1 36.2

HARDSTANDING

Churchyard footpaths and hardstanding are surfaced with tarmacadam and are generally in servicable condition unless otherwise indicated. Grass and moss are encroaching onto the drive at the west end and there are some patches where the wearing course is breaking away.

M

36.3 36.4

Open joints in paving around the former coke drop at base of west wall are allowing water ingress into the basement heating chamber. Repoint with traditional lime mortar.

B

37.0 37.1

MISCELLANEOUS

Flagpole on west end in working order. Rust on supporting brackets.

C

37.2

The main Church notice board located on the churchyard frontage is generally in sound condition.


38.0 LOG BOOK It is a requirement of Canon F13 that every PCC should keep a Log Book in which to record all alterations, additions, removals, repairs, routine inspections and tests recorded together with names of all Contractors & Specialists involved. The Church Log Book and Terrier was made available for the inspection and are an excellent record going back many years, including the Terrier and photographs of all items of value for insurance records and in case of theft, and for the instruction of new Wardens.

39.0 SUMMARY The structure and fabric appear in relatively stable condition and this Report attempts to define achievable timely repair and future conservation to this end. The PCC should ensure that maintenance remains in the hands of competent craftsmen selected for their proven skills rather than the cheapest quotation for ill-defined work. If resources are devoted to elements in the order of priority the indicated each can be conserved or replaced with the life expectancy as long as the original, respectful of the principles and details of the design. The Inspecting Architect will as always be glad to advise on shortlists of tradesmen, suitable specifications for remedial works and instruction of Contractors.


40.0 INDICATIVE BUDGET ESTIMATES FOR ITEMS REQUIRING ATTENTION

Category Comment Broad Budget Cost Bands

A Urgent None

nil

B Essential Minor Repairs including gutters and floors < £5,000

C 12-24 mth

Minor Repairs Localised Repointing Overhaul Rainwater Goods

< £10,000

D within 5 yr Overhaul Bell installation Repairs to pavings Window Repairs

£25,000*

E Desirable with no Timescale

Minor Repointing Footpath Repairs Essential Boundary Wall Repairs

<£25,000

F Monitor Monitoring & Investigation

£2,500*

M Routine Routine Maintenance £250

*depending on access mode.

Costs given for guidance only and are indicative based on recent tenders for similar works on other churches. Scope of repair, programme, specification and choice of contractor will affect contract cost. Costings subject to VAT and professional fees. Repairs may attract grant funding. The above suggested priorities are indicative as in some instances it may be cost effective to bring forward less essential works to be undertaken at the same time as urgent repairs in the same area. This applies particularly to lesser works requiring scaffold and/or relatively minor quantities of materials and/or labour. The inspecting architect is able to assist the PCC in preparing a programme of works reflecting this situation. The PCC should ensure that its maintenance remains in the hands of competent craftsmen selected for their proven skills rather than the cheapest quotation for ill-defined work. Resources should be devoted to the most urgent items in order of priority for completion in turn. In that way each element can be conserved or replaced for its full expectation of life to give the best value for money and respectful of the original principles and details of the design. This report is restricted to general condition of the building and its defects and does not constitute an adequate specification for the execution of repair works and must not be used as such, neither is it is intended as an exhaustive list of defects.


GUIDANCE ON ROUTINE MAINTENANCE

Generally: Look at gutters and roofs especially during or after rain, and see where water runs, leaks or

overflows and act quickly to repair any leaks to prevent damage to walls and ceilings. Do not forget valley gutters.

Spring, early Make full visual inspection referring to Quinquennial Report for Annual Church Meeting. Summer: Check Inventory and update Log Book Check for any bird entry or roosting and block or fit mesh to any opening at risk. Remove any ivy, elderberry or sycamore saplings growing near walls & poison remaining roots. Spray round wall bases to discourage weed growth. Look out for any signs of beetle infestation, in furniture as well as structure, alerting cleaners to

report any unusual piles of wood dust or clean holes on woodwork. Summer: Keep grass and weed growth in check and clean out all wall ventilation grilles and air grates,

particularly at ground level, to ensure underfloor ventilation. Renew any broken grilles to prevent vermin entry and take that opportunity to clear silt from interior spaces within reach.

Clean out all gutters, adjust falls, repair joints and line cast iron with heavy bitumen. After heating season turn off boiler. Arrange annual service, including check of circulating pump, to

be completed before the next heating season and leave tested and commissioned. Autumn: Inspect roofs with binoculars to check number of slipped or broken slates. Repair before Winter. Open manhole cover and hose or swill away any deposits, or rod any potential blockage. Clean

cover rebates and set in grease. After leaf fall clean gutters again to ensure full capacity for Winter and snow drainage. Check ventilation holes and look under any floor traps for any signs of vermin or decay. The nose is

the best instrument. Clean window cills internally with soft brushes or vacuum nozzles to remove dust and cobwebs and

poke out any blocked drain holes. Check security of wire ties holding leaded lights. Winter: Check under valley gutters after heavy rain, and particularly after snow, to note any leakage. Clear snow from vulnerable areas. Check any temperature discrepancies and correct operation of heating appliances. If the Church is

not in use for several days in frost conditions ensure that the frost thermostat is operating and that the heating is brought on at a low level and ventilation provided so that the structure does not become chilled with a risk of condensation.

Check windows internally for condensation or driving rain penetration, ensure clean cill gutters and

note any defects for future maintenance repair. Annually: Check and reassess level of Insurance cover to ensure adequate reinstatement in the event of

mishap. It is also important to advise E.I.G. (or other insurers) of any major works which may increase the risk and of any Contracts where cover has to be maintained by the Church, singly or in joint names.

Inspect boundaries, gates, paths and steps both for condition and for aspects of public liability. Every 5 years: Arrange testing of Electrical Installations.

Arrange testing of Lightning Protection and earth, preferably at different seasons since moisture in the soil affects conductivity.

Documents

St. Paul’s Church Esholt, Guiseley.€¦ · St. Paul’s Church Esholt, Guiseley. Anglican Diocese of Leeds Inspected by Richard J. Crooks BA (Arch), Dip Arch, R.I.B.A, AABC 14