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EPA Export 26-07-2013:16:14:31

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EPA Export 26-07-2013:16:14:31

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EPA Export 26-07-2013:16:14:31

'.. .. ...

Acce~s Ladder &.-Sa fety Cage '.

.. .

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200mm TopsoiL on50mm SeLf Draining GraveL

- --- ---------- .-'t---Pum~ No. 2 Pump No. 1

350mm ¢ 0.1. OverfLow Pipewith Flap valve

Gal vanised Non-Slip manhole .steps @ 300mm clc staggered

!Concrete InfiLl

BuiLd up under stopcock coverwith brick infiLl, and haunchin C20 concrete

37Smm rtJ ManualOff-face Penstock

250mm wide x 250mm high Upstandwith 150mm wide x 100 deep rebatefor manhole cover &. frame

~----------~----~_._----- ------- '-

200mm TopsoiL on50mm Sel f Draining Gra veL

3QO;.:3C~x50~m d~~p ~vmp

drained by 80mm ¢ 0.1.pipe with Flap valve

- ····'···.1 }... ..~ ..". '-,,~

~ J ...I '..\ Q

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SECTION B.- B.·Scale 1:100

3200x350x6mm M.S. Grade 43CBaffle Plate3200x290x6mm M.S. Grade 43CDeflector Plate under

A.~350mm ¢ 0.1. Overflow Pipe --4with Flap valvE

50mm wide Slot to drainDeflector Pla te

~AlP. 0.1. Pipe

SECTION A.- A.Scale 1:100

- -- --~-- _._- ........- , -- ----.""'l.375mm ¢ Manual . 375mm ¢ P.c.e. Inlet Pipe

" ,_. r--rr+-++rr- O.:...f_f_-....;;fa....;;c.:,.e_P_e.:...n....;,s_to.:...c....;;k_-+-+~fr:...:o;,;,;,m:.._;..;,Ma. nhole MR -PF1

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300x300x50mm deep sump 450mm ¢ P.c.e. Pipedrained by 80mm ¢ 0.1. Pipe from Manhole MR-PSl

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300mm¢ P.e.e. Pipefrom Manhole MR-PS13

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SECTIONAL P.LANScale 1:100

SUBMERSIBLE PUMPING 81ATION AT LARRY;S CROSSROADS h

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EPA Export 26-07-2013:16:14:31

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EPA Export 26-07-2013:16:14:31

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EPA Export 26-07-2013:16:14:32

Department of the Environment, Heritage and Local Govemment Killamey Catchment Report National Urban Waste Water Study Killarney Catchment Report.doc

Table 2.5 Estimated Flow and Load by Sector

LA Data for Standard Estimates

Contributing Elements 2002

2002 2022

Domestic Resident 9,650 12,435 15,000

Resident Visitors 21,000 7,000 8,444

Day Visitors Incl. 14,000 16,888

Domestic Flow m 3/d 1,403 1,738 2,348

LeisurelTourist Flow(1) m3/d 3,245 1,203 1,329

• Unmeasured m3/d 116 278 376 i Commercial Flow ! Measured Commercial m3/d 0 0 0• Flow

• Industrial Flow m3/d 271 271 327

I Institutional Flow m3/d Incl 171 206

Infiltration m3/d 483 622 750

I Imported Wastes m3/d 0 0 0

· Dry Weather Flow m3/d 5,518 4,283 5,336

I BOD Domestic load Kg/d 579 746 900

BOD LeisurelTourist(l) Kg/d 1,211 756 835

BOD Institutional(2} Kg/d Incl 66 80

BOD Commercial(3) Kg/d 45 119 144

BOD Industrial Kg/d 245 245 296

Total Kg/d 2,080 1,932 2,255

Population Equivalent 34,663 32,200 37,583

BOD Imported Waste Kg/d 0 0 15

Total BOD Load Kg/d 2,080 1,932 2,270 -

Comment

As per table 1.2

1/3 assumed to be overnight visitors. 2022 figure based on annual growth rate of 0.5%

2002 estimate @ 139.8 IIhd/d 2022 estimate @ 156.51/hd/d Overnight visitor @ 80% of domestic flow. Day visitor @ 30llhd/d

16% of domestic flow

None measured

Based on local authority data

Estimates based on 50 IIhd/d

Not considered as part of DWF

Assuming loading of 60g/hd/d

Overnight visitor @ 48g/hd/d. Day visitor @ 30g/hd/d

16% of domestic load

Based on local authority data.

This figure is the return liquor load generated from future imported liquid sludge

,

• -

(1) Resident and Day Visitors combined (2) Refers to contributions additional to those from the resident Domestic population (3) Combined Measured and Unmeasured Commercial figures

Doc. Nr. A7090-N-R-38-B 7 of 31

Department of the Environment, Heritage and Local GovernmentNational Urban Waste Water Study

Table 2.5Estimated Flow and Load by Sector

Killarney Catchment ReportKillarney Catchment Report.doc

LA Data forStandard Estimates

Contributing Elements2002

Comment2002 2022

Domestic Resident 9,650 12,435 15,000 As per table 1.2

Resident Visitors 21,000 7,000 8,444 1/3 assumed to be overnightvisitors. 2022 figure based on

Day Visitors Incl. 14,000 16,888 annual growth rate of 0.5%

Domestic Flow3,

403 1,738 2,3482002 estimate @ 139.8 I/hd/d2022 estimate @ 156.51/hd/d

LeisurelTourist Flow(1l m3/dOvernight visitor @ 80% of

3,245 1,203 1,329 domestic flow.Day visitor @ 30llhd/d

Unmeasured m3/d 116 278 376 16% of domestic flowCommercial FlowMeasured Commercial

m3/d 0 0 0 None measuredFlow

i Industrial Flow m3/d 271 271 327 Based on local authority data

I Institutional Flow m3/d Incl 171 206

Infiltration m3/d 483 622 750 Estimates based on 50 IIhd/d

Imported Wastes m3/d 0 0 0 Not considered as part

Dry Weather Flow m3/d s,sffi3 5,336

BOD Domestic load Kg/d 57 746 900 Assuming loading of 60g/hd/d

BOD LeisurelTourist(ll Kg/d 1,211 756 835Overnight visitor @ 48g/hd/d.Day visitor @ 30g/hd/d

BOD Institutional(2l Kg/d Incl 66 80

BOD Commercial(3l Kg/d 45 119 144 16% of domestic load

BOD Industrial Kg/d 245 245 296 Based on local authority data.

Total Kg/d 2,080 1,932 2,255

Population Equivalent 34,663 32,200 37,583

This figure is the return liquorBOD Imported Waste Kg/d 0 0 15 load generated from future

imported liQuid sludge

Total BOD Load Kg/d 2,080 1,932 2,270

(1) Resident and Day Visitors combined(2) Refers to contributions additional to those from the resident Domestic popUlation(3) Combined Measured and Unmeasured Commercial ligures

-

Doc. Nr. A7090-N-R-38-B 7 of 31

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EPA Export 26-07-2013:16:14:32

III

VI'ban Desigll and Uev('[O{lI!lCnt 'I!lnagt~m~!l.!

And per Consultancy room 4

Schools IStaff member

Bus set down /200 pupils 2

Car set down! 30 pupils

100 sq. m. 3Offices

Shops, retail stores etc. 100 sq. m. 5

Banks and libraries 100 sq. m. 4

Double bedroom or two single bedrooms

Hotels and guesthouses

10 sq. m. (public area) 2 Rooms (including hotel facilities)

Bars, Lounges and Function

Restaurants, Cafes IIOsq.m.(diningarea) 2 (including hotel facilities)

Church, cinema, theatre 3 seats 2

Dance Hall, Private Dance 10 sq. m. (dance floor and sitting Club space)

Manufacturing Industry 100 sq. m. 3

Warehousing 100 sq. m. 2

Golf, Pitch and Putt Hole 3

And per staff member

Per pitch 25

Funeral Homes

Sports Ground / Club

60

Nursing Homes Per Bed space

ChiIdcare facilities Per 4 children

And

Per staff member

Playgrounds IP.,.40 m2

-

Kern' County llc\'e!0I!.mcnt 1'lan2009-2015 Adopted 6t1• Apl'i12009

13 - 21

Vl'ban Design and UevelOllment i\lanagt~m~!H

And per Consultancy room 4 IIISchools Staff member 1

Bus set down /200 pupils 2 -Car set down! 30 pupils 1

Offices 100sq,m. 3

Shops, retail stores etc. 100 sq. m. 5

Banks and libraries 100 sq. m. 4

Hotels and guesthouses Double bedroom or two singlebedrooms

Bars, Lounges and Function 10 sq. m. (public area) 2Rooms (including hotelfacilities)

Restaurants, Cafes 10 sq. m. (dining area) 2(including hotel facilities)

Church, cinema, theatre 3 seats 2

Dance Hall, Private Dance 10 sq. m. (dance floor and sittingi Club space)

Manufacturing Industry 100 sq. m. 3

i Warehousing 100 sq. m. 2

Golf, Pitch and Putt Hole 3

And per staff member

Sports Ground / Club Per pitch 25

Funeral Homes 60

Nursing Homes Per Bed space

ChiIdcare facilities Per 4 children

And

Per staff member

Playgrounds Per 40 m2

Kerrv COllntv J}cvelopment }'lan2009-2015

13 - 21

Adopted 6 t1• ApI'il2009

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EPA Export 26-07-2013:16:14:32

---------- --------

-1

8 WASTEWATER TREATMi;NT MANUALS

,--- ­

TABLE 3: RECOMMENDED WASTEWATER LOADING RATE'S FROM COLVlMERCIAL PREMISES

, S,ource' ,

" , 'Situation, ,:Flow tftres,lday'per., BODs ~ramslday per

" . ; , "

, , ,perSon" , "

.. '

, ',; : ,: .' -:,:' '., : , .~ " ','," , person, Industrial .

" .' '

Office and/or factory without canteen 30 20 ---- -- ,--- - , ­

Office and/or factory with canteen 60 - ­

30· Open industrial site e.g. quarry 40 25 (excluding canteen)

Schools Non-residential with cooking on-site , 60 30 .. Non-residential with nQ canteen 40 20 Boarding school:

(I) residents -60180 .. 30

. Hotels (II) day staff (includes mid-day meal) 60 Guests 250 75

<

Guests (no meais) 45 Resident staff to

180 180 60

Day staff 60 30 Conference 40 20

.'

Restaurant full meals: . (1) luxury.catering 2525

(II) prepared catering 15 15 (III) ,snack bars 10 10 (IV) function rooms incl. Buffets 10 10

, (V) fast food 10 10

Pubs and clubs ResidentS 200 60 Day staff 60 30 Bar drinkers 10 10 Bar meals 10 10

Amenity sites Restaurants 15 15 Function rooms ,

_ ..,

10 .10 Toilet blocks (per use) 5 10 Toilet BlOCks (long stay car parks) 15 Golf clubs

IO 10

Squash, with club house 20

- 1525 Swimming 10 10 Football Club' 30 20 Caravan Sites

35,(I) Touring 50 (II) Static not serviced 75 35 (UI) Static fully serviced 55150 c

'50.(IV) Tent sites 35 \Hospitals Residential elderly people 250 60

Residential elderly people plus 300 , 65 nursing

Nursing homes (convalescent) 350 75

I 'j

r ----_._----_._--------

8 WASTEWATER TREATMI:NT MANUALS

TABLE 3: RECOMMENDED WASTEWATER LOADING RATE'S FROM COLVIMERCIAL PREMISES

Situation, "

,:Flow tftres/day·per.,S.ource' . '" BODs ~~amslday per,, .penon"

"

0,,' : .'

'_:' .. : , person..' .. : .', , .~

Industrial . Office and/or factory without canteen 30 20---_ .....__......_-- ---- -- -_......

Office and/or factory with canteen 60 30·Open industrial site e.g. quarry 40 25(excluding canteen)

Non-residential with cooking on-site 60 30Non-residential with nQ canteen 40 20Boarding school:

(I) residents 180 60(II) day staff (includes mid-day meal) 60 .. 30

'Hotels<

Guests 250 75Guests (no meais) 180 45Resident staff t> 180 60Day staff 60 30

..................-

Conference 40 20:

Restaurant full meals:

(1) luxury.catering 25 25(II) prepared catering 15 15(III) .snack bars 10 10(IV) function rooms incl. Buffets 10 10

,(V) fast food 10 10

clubs ResidentS 200 60Day staff 60 30Bar drinkers 10 to. Bar meals 10 10

Amenity sites Restaurants 15 15_ ....

Function rooms , 10 .10Toilet blocks (oer~;) 5 10

Toilet BlOCks (long stay car parks) IO 15Golf clubs 20 10Squash, with club house 25 - 15Swimming 10 10Football Club' 30 20Caravan Sites

(I) Touring 50 35.(II) Static not serviced 75 35(UI) Static fully serviced 150 c 55(IV) Tent sites 50. 35

Hospitals Residential elderly people 250 \ 60Residential elderly people plus 300 , 65nursing

Nursing homes (convalescent) 350 75

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EPA Export 26-07-2013:16:14:32

County Kerry Wastewater and Sludge Strategll Technical Assessment - Phase 4

11.2.2 Existing Storm Network

Surface water from public roadways and the rear of properties discharges through a combination of soakaways and old culverts to the Deenagh River.

11.2.3 Existing Wastewater Treatment Plant • The village is not currently served by a public wastewater treatment plant, with the majority of buildings serviced by individual septic tanks. Two recent developments within the village have private proprietary package sewage treatment plants.

11.3 FUTURE POPULATION & DRAINAGE AREAS

...,/. 11.3.1 Population Projections

The 2008 An Post GeoDirectory shows 154 residential units within the development area established by the Local Area Plan for the village. At an assumed occupancy rate of 2.75, the current (2008) population of the village is (154 x 2.75=) 424.

The population within the Kilcummin development boundary is projected to increase by 337 people to give a future (2028) population of (424 + 337=) 761 (Ref. Appendix 1 - Population Forecast). At an assumed future occupancy rate of 2.4, this implies there will 317 permanent residential properties served. an increase of (317 - 154=) 163 over the current figure.

However, planning permission has been granted for three developments within the village, totalling 107 residential units (Planning Refs. 08277, 0844, and 062062).

It is therefore proposed that a 2028 permanent housing stock of (317 + 107 =) 424 units is allowed for. which at an assumed occupancy rate of 2.4 gives a future (2028) permanent population in the village of (424 x 2.4 =) 1,018 people.

In addition, the proposed Phase 1 foul network can service approximately 90 further residential properties outside of the current development boundary. At an assumed occupancy rate of 2.4 they could accommodate (90 x 2.4 =) 216 people .

../

Hence the future (2028) population served by the scheme may be as high as (1,018 + 216 =) 1 ,234 people.

The 2005 Preliminary Report recommended that an allowance of 50% of the domestic population equivalent should be applied to account for future non-domestic load. However, this is considered high when compared with the results obtained from detailed examination of the non-domestic element in settlements of a similar size. Consequently in this instance, an allowance of 20% is applied instead to give a future (2028) population equivalent of (1,234 x 1.2 =) 1,481 pe.

This is broadly in line with the assessment carried out by Kerry County Council in their 2005 Preliminary Report, which recommended a Phase 1 design population equivalent of 1,550pe, which has been adopted for the purposes of this report.

RPS/MCW0435RP0078D01 86 Rev. D01

County Kerry Wastewater and Sludge Strategy Technical Assessment - Phase 4

Surface water from public roadways and the rear of properties discharges through acombination of soakaways and old culverts to the Deenagh River.

11.2.2

11.2.3

Existing Storm Network

Existing Wastewater Treatment Plant •The village is not currently served by a public wastewater treatment plant, with the majority ofbuildings serviced by individual septic tanks. Two recent developments within the villagehave private proprietary package sewage treatment plants.

11.3

11.3.1

FUTURE POPULATION & DRAINAGE AREAS

Population Projections

The 2008 An Post GeoDirectory shows 154 residential units within the development areaestablished by the Local Area Plan for the village. At an assumed occupancy rate of 2.75,the current (2008) population of the village is (154 x 2.75=) 424.

The population within the Kilcummin development boundary is projected to increase by 337people to give a future (2028) population of (424 + 337=) 761 (Ref. AppendiX 1 - PopulationForecast). At an assumed future occupancy rate of 2.4, this implies there will 317 permanentresidential properties served, an increase of (317 - 154=) 163 over the current figure.

However, planning permission has been granted for three developments within the village,totalling 107 residential units (Planning Refs. 08277, 0844, and 062062).

It is therefore proposed that a 2028 permanent housing stock of (317 + 107 =) 424 units isallowed for, which at an assumed occupancy rate of 2.4 gives a future (2028) permanentpopulation in the village of (424 x 2.4 =) 1,018 people.

In addition, the proposed Phase 1 foul network can service approximately 90 furtherresidential properties outside of the current development boundary. At an assumedoccupancy rate of 2.4 they could accommodate (90 x 2.4 =) 216 people.

Hence the future (2028) population served by the scheme may be as high as (1,018 + 216 =)1,234 people.

The 2005 Preliminary Report recommended that an allowance of 50% of the domesticpopulation equivalent should be applied to account for future non-domestic load. However,this is considered high when compared with the results obtained from detailed examination ofthe non-domestic element in settlements of a similar size. Consequently in this instance, anallowance of 20% is applied instead to give a future (2028) population equivalent of (1,234 x1.2 =) 1,481pe.

This is broadly in line with the assessment carried out by Kerry County Council in their 2005Preliminary Report, which recommended a Phase 1 design population equivalent of 1,550pe,which has been adopted for the purposes of this report.

RPS/MCW0435RP0078D01 86 Rev. D01

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EPA Export 26-07-2013:16:14:32