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charset="us-ascii" Content-Transfer-Encoding: quoted-printable Marta E-mail from UU about flow rates Cheers Andy Losty Project Engineer Curtins T. 0161 236 2394 | andy.losty@curtins.com From: Dodd, Matthew Sent: 29 December 2020 13:45 To: Andy Losty Cc: Wastewater Developer Services = ; Marta Wolska Subject: RE: Repeat 3 Pre-app enquiry 4200030954 - New Moston Campus, Manch= ester Thanks Andy Thank you for providing the information requested. The information provided= is now acceptable for the 1, 30 & 100 year discharge rates with 50% reduct= ion, as demonstrated. Kind regards Matthew Dodd Developer Engineer Developer Services & Metering Customer Services T: 07468 758244 unitedutilities.com If you have received a great service today why not tell us? Visit: //unitedutilities.com/wow We now have a live chat facility available to you Mon to Friday 8 -5pm. Yo= u just click on the orange live chat box on our webpage and one of our advi= sors will be ready to chat to you and help you with your enquiry https://w= ww.unitedutilities.com/builders-developers/ or you can = email us at developerserviceswater@uuplc.co.uk From: Andy Losty [mailto:Andy.Losty@curtins.com] Sent: 15 December 2020 10:26 To: Dodd, Matthew > Cc: Wastewater Developer Services >; Marta Wolska > Subject: RE: Repeat 3 Pre-app enquiry 4200030954 - New Moston Campus, Manch= ester Importance: High Matthew Please find attached the following: * Update layout plan, which includes existing manhole and pipework de= tails * Document containing the existing network details & network results. This should cover all of the outstanding information required by yourselves= . We would be grateful if you please confirm that the proposed drainage can= be designed to the 1, 30 & 100 year discharge rates, with 50% reduction. As per previous e-mails, we have been trying to confirm the discharge rates= since October, and require the confirmation of discharge rates as soon as = possible, in order that we can progress the design. We look forward to hearing from you Regards Andy Losty Project Engineer Curtins T. 0161 236 2394 | andy.losty@curtins.com From: Dodd, Matthew > Sent: 10 December 2020 15:53 To: Andy Losty > Cc: Wastewater Developer Services >; Marta Wolska > Subject: RE: Repeat 3 Pre-app enquiry 4200030954 - New Moston Campus, Manch= ester Good Afternoon Andy Thank you for the information provided. In order to complete an assessment = I require the following additional information: * Existing layout plan confirming cover and invert levels of all manh= oles, pipe lengths confirming length and gradient and pipe numbers in line = with the simulations * Micro Drainage calcs confirming network design details/network resu= lts and simulations all on a single PDF At this time with the absence of this information I am unable to interrogat= e the accuracy of the model produced to establish discharge. I appreciate that this is a very detailed approach, however the receiving n= etwork has known significant flooding issues so I need to be completely sat= isfied with the proposals. Kind regards Matthew Dodd Developer Engineer Developer Services & Metering Customer Services T: 07468 758244 unitedutilities.com If you have received a great service today why not tell us? Visit: //unitedutilities.com/wow We now have a live chat facility available to you Mon to Friday 8 -5pm. Yo= u just click on the orange live chat box on our webpage and one of our advi= sors will be ready to chat to you and help you with your enquiry https://w= ww.unitedutilities.com/builders-developers/ or you = can email us at developerserviceswater@uuplc.co.uk From: Andy Losty [mailto:Andy.Losty@curtins.com] Sent: 07 December 2020 16:48 To: Dodd, Matthew > Cc: Wastewater Developer Services >; Marta Wolska > Subject: RE: Repeat 3 Pre-app enquiry 4200030954 - New Moston Campus, Manch= ester Importance: High Matthew Please could you provide a response to the e-mails below - we are working o= n the proposed drainage design this week, so we need to confirm the allowab= le discharge rates. Regards Andy Losty Project Engineer Curtins T. 0161 236 2394 | andy.losty@curtins.com From: Andy Losty Sent: 01 December 2020 08:28 To: Dodd, Matthew > Cc: Wastewater Developer Services >; Marta Wolska > Subject: FW: Repeat 3 Pre-app enquiry 4200030954 - New Moston Campus, Manch= ester Matthew Apologies, previous e-mail had no attachments. Please find files attached as below. Please note the Drainage model will be= on a separate e-mail due to file sizes. Regards Andy Losty Project Engineer Curtins T. 0161 236 2394 | andy.losty@curtins.com From: Andy Losty Sent: 30 November 2020 17:14 To: Dodd, Matthew > Cc: Wastewater Developer Services >; Marta Wolska > Subject: RE: Repeat 3 Pre-app enquiry 4200030954 - New Moston Campus, Manch= ester Matthew Further to your e-mail below, please find attached: * Topo Survey * Underground Utility Survey * Impermeable Areas Plan * Existing Drainage Catchment Plan * Existing Drainage Model * Existing Drainage Model Results The modelling has been undertaken with the requirements requested in your e= -mail. (pipe roughness, MADD factor and surcharged outfalls). The modelling results/ 50% discharge restrictions are summarised in the tab= le below: I would be grateful if you could confirm that the discharge rates noted in = the above table are acceptable. Regards Andy Losty Project Engineer Curtins T. 0161 236 2394 | andy.losty@curtins.com From: Dodd, Matthew > Sent: 02 November 2020 16:46 To: Andy Losty > Cc: Wastewater Developer Services > Subject: RE: Repeat 3 Pre-app enquiry 4200030954 - New Moston Campus, Manch= ester Andy, I have reviewed your submission and as you are using a model to establish t= he existing discharge rates we need to ensure that the system is an accurat= e representation of what is actually there. Please provide CCTV survey information and any photographic evidence to con= firm the condition of the pipework included in the micro drainage calculati= ons Please provide a contributing area plan confirming each pipe length that is= contained within the micro drainage model. Each MH should be numbered and = must have the cover and invert level shown. Each pipe length must be number= ed and must show the pipe diameter and gradient. To support the contributin= g area we would ask that you provide us with a Topo survey confirming level= s across the site. We have noticed that the model provided has been run against a free outfall= . Could I ask that you re-run the models using the following surcharge data= . Also you need to adjust the roughness coefficient from 0.6 to 1.5 as you = are modelling a combined network and you must set the MADD factor when runn= ing the simulations to 0. Sewer invert level at receiving manhole =3D 75.34 m AOD 1 in 1 yr event =3D TWL 78.998 AOD - Surcharge above soffit =3D 3.358m 1 in 30 yr event =3D TWL 79.239 AOD - Surcharge above soffit =3D 3.599m 1 in 100 yr event =3D TWL 79.369 AOD - Surcharge above soffit =3D 3.729m From this I will be able to fully assess your assumed discharge rates. Kind regards Matthew Dodd Developer Engineer Developer Services & Metering Customer Services T: 07468 758244 unitedutilities.com If you have received a great service today why not tell us? Visit: //unitedutilities.com/wow We now have a live chat facility available to you Mon to Friday 8 -5pm. Yo= u just click on the orange live chat box on our webpage and one of our advi= sors will be ready to chat to you and help you with your enquiry https://w= ww.unitedutilities.com/builders-developers/ or you can email us at itde= veloperserviceswater@uuplc.co.uk From: Andy Losty [mailto:Andy.Losty@curtins.com] Sent: 21 October 2020 07:01 To: Wastewater Developer Services > Cc: Marta Wolska = >; Heaton, Daniel > Subject: FW: Pre-app enquiry - UU Ref: 4200027060 - New Moston Campus, Manc= hester Good Morning I am writing with respect to the Pre-development enquiry - please refer to = attached e-mail chain between Curtins and Neil O Brien from May ('UU Moston= '). Since this date, we have undertaken modelling of the existing drainage layo= ut, which has produced updated existing peak discharge rates; * 1-year 79.3 l/s * 30-year 164.7 l/s * 100-year 189.6 l/s In Line with Manchester CC's requirements, the discharge from site is subje= ct to a 50% reduction. This gives proposed discharges rates of: * 1-year 39.7 l/s * 30-year 82.4 l/s * 100-year 94.8l/s (including allowance for climate change). We would be grateful if you could confirm that the above proposed discharge= rates are acceptable. Please also see attached * Proposed Catchments * Existing Area E1 Modelling Results * Existing Area E1 Modelling Results * Proposed Drainage Layout. Thanks in advance for your assistance. Regards Andy Losty Project Engineer Curtins T. 0161 236 2394 | andy.losty@curtins.com From: Heaton, Daniel > Sent: 06 April 2020 12:48 To: Andy Losty >; Mar= ta Wolska > Cc: SewerAdoptions >; Wastewater Developer Services > Subject: RE: Pre-app enquiry - UU Ref: 4200027060 - New Moston Campus, Manc= hester Good afternoon Andy, Pre-app enquiry - UU Ref: 4200027060 - New Moston Campus, Manchester I hope you are well. Please see my responses shown in blue text below to yo= ur recent adoptions queries regarding the above development: 1. Would the final manhole need to be rebuilt to Adoptable standards, = or could the incoming connection be re-used, and the manhole retained, if s= uitable. We normally ask that you allow for a new manhole to be constructed at the l= ocation of the new connection to the existing sewer. This is due to the fac= t that the original manhole will not have been designed to accommodate the = additional connection and is therefore likely to be unsuitable. This is esp= ecially likely in this case as your query below infers that the existing m= anhole at the connection point is a private manhole and is unlikely to have= been built to adoptable standards in the first place. If the existing manh= ole is found to be suitable when on site, agreement can be sought with the = adoptions engineer and DSI to retain the existing chamber. 2. The 300 dia pipe running off site is assumed to currently be privat= e. Normally, to adopt would require a S102 agreement, but could this be inc= luded in the S014 process? The pipe could potentially be adopted under the S104 agreement (depending u= pon length of pipe and ownership), however you will still need to follow th= e S102 adoption procedure first in terms of provision of all relevant infor= mation listed within the S102 application form i.e. pipe owner details, CCT= V surveys etc. We will also be required to serve notice of adoption on the = pipe owner as part of the process. Kind regards Danny Heaton Developer Services Engineer Developer Services and Metering T: 07880 299828 unitedutilities.com If you have received a great service today why not tell us? Visit: www.unitedutilities.com/wow From: Andy Losty [mailto:Andy.Losty@curtins.com] Sent: 30 March 2020 11:07 To: Wastewater Developer Services Cc: Marta Wolska Subject: RE: Proposed Development. New Moston Campus, Manchester Dear Sirs Further to the Pre-development Enquiry issued below, we have a query regard= ing the proposed Drainage. The current proposals will be to put forward the site drainage forward for = adoption under a S104 agreement. However, there are some queries we have regarding this: 1. Would the final manhole need to be rebuilt to Adoptable standards, = or could the incoming connection be re-used, and the manhole retained, if s= uitable. 2. The 300 dia pipe running off site is assumed to currently be privat= e. Normally, to adopt would require a S102 agreement, but could this be inc= luded in the S014 process? Thanks in advance for your assistance. Regards Andy Losty Project Engineer Curtins T. 0161 236 2394 | andy.losty@curtins.com From: Andy Losty Sent: 27 March 2020 16:24 To: Wastewater Developer Services > Cc: Marta Wolska = > Subject: Proposed Development. New Moston Campus, Manchester Dear Sirs We are progressing the Flood Risk Assessment and Drainage Strategy for a sc= heme in Macclesfield. Please find attached the following documents: * Location Plan * Pre-Development Enquiry Form * Architect's Site plan * Topographical Survey * Underground Utility Survey * Drainage Strategy * Existing Impermeable Areas Drawing * Proposed Impermeable Areas Drawing Proposals The schemes consists of proposed residential buildings, approx. 58 properti= es. On site car parking and service areas will also be provided within the = scheme. Foul Water. The existing foul drainage connects to a combined drainage system within th= e site. This exits the site through the western boundary into Princedom Str= eet. It is assumed that this connects into the public sewer network in Prin= cedom. It is our intention to re-use the existing combined connection from the sit= e if this is suitable. Please could you advise if re-using the existing connections would be accep= table? Surface Water The existing foul drainage connects to a combined drainage system within th= e site. This exits the site through the western boundary into Princedom Str= eet. It is assumed that this connects into the public sewer network in Prin= cedom. It is our intention to re-use the existing combined connection from the sit= e if this is suitable. The existing site is classed as brownfield; the existing flow rates have be= en estimated using the modified rational Method, based on the existing impe= rmeable areas. It is intended to restrict the flows to 50% of these existing flows for the= 1, 30 and 100-year return periods, in line with Manchester LLFA requiremen= ts. (Please refer to We have issued requests to the LLFA, requesting advice on the required flow= restrictions. Please could you advise if re-using the existing connection and the propose= d discharge rates would be acceptable? Further Information Please could you advise as to whether there are any records of UU infrastru= cture flooding in this location? If you need any more information, please get in touch. Regards Andy Losty Project Engineer T. 0161 236 2394 andy.losty@curtins.com Merchant Exchange 17-19 Whitworth Street West Manchester M1 5WG CIVILS & STRUCTURES * TRANSPORT PLANNING * ENVIRONMENTAL * INFRASTRUCTURE *= GEOTECHNICAL * CONSERVATION & HERITAGE * PRINCIPAL DESIGNER Birmingham * Bristol * Cambridge * Cardiff * Douglas * Dublin * Edinburgh *= Glasgow * Kendal * Leeds * Liverpool * London * Manchester * Nottingham Follow us on Twitter www.curtins.com EMGateway3.uuplc.co.uk made the following annotations --------------------------------------------------------------------- The information contained in this e-mail is intended only for the individual to whom it is addressed. It may contain legally privileged or confidential information or otherwise be exempt from disclosure. If you have received this Message in error or there are any problems, please notify the sender immediately and delete the message from your computer. 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Marta

 

E-mail from UU about flow rates

 

Cheers

 

Andy Losty  Project Engineer
Curtins
T. 0161 236 2394 | = andy.losty@curtins.com
 

From: Dodd, Matthew <Matthew.Dodd@uuplc.co.uk>
Sent: 29 December 2020 13:45
To: Andy Losty <Andy.Losty@curtins.com>
Cc: Wastewater Developer Services <WastewaterDeveloperServices@uu= plc.co.uk>; Marta Wolska <marta.wolska@curtins.com>
Subject: RE: Repeat 3 Pre-app enquiry 4200030954 - New Moston Campus= , Manchester

 

Thanks Andy

 

Thank you for providin= g the information requested. The information provided is now acceptable for= the 1, 30 & 100 year discharge rates with 50% reduction, as demonstrat= ed.

 

Kind regards

 

 

Matthew Dodd
Developer Engineer

Developer Services & Metering

Customer Services

T: 07468 758244

unitedutilities.com

 

If you have received a great service today why not= tell us?

Visit: //unitedutilities.com/wow

 

We now have a live chat facility available to you Mon= to Friday 8 -5pm.  You just click on the orange live chat box on our = webpage and one of our advisors will be ready to chat to you and help you with your enquiry  https://www.unitedutilities.com= /builders-developers/  or you can email us at developerserviceswater@uuplc.co.uk=

 

From: Andy Losty [mailto:Andy.= Losty@curtins.com]
Sent: 15 December 2020 10:26
To: Dodd, Matthew <Ma= tthew.Dodd@uuplc.co.uk>
Cc: Wastewater Developer Services <WastewaterDeveloperServices@uuplc.co.uk>= ;; Marta Wolska <marta.wolsk= a@curtins.com>
Subject: RE: Repeat 3 Pre-app enquiry 4200030954 - New Moston Campus= , Manchester
Importance: High

 

Matthew

 

Please find attached the following:

  • Update layout plan, which includes existing manho= le and pipework details
  • Doc= ument containing the existing network details & network results.

 

This should cover all of the outstanding information= required by yourselves. We would be grateful if you please confirm that th= e proposed drainage can be designed to the 1, 30 & 100 year discharge r= ates, with 50% reduction.

 

As per previous e-mails, we have been trying to conf= irm the discharge rates since October, and require the confirmation of disc= harge rates as soon as possible, in order that we can progress the design.<= o:p>

 

We look forward to hearing from you

 

Regards

Andy Losty  Project Engineer
Curtins
T. 0161 236 2394 | = andy.losty@curtins.com
 

From: Dodd, Matthew <Matt= hew.Dodd@uuplc.co.uk>
Sent: 10 December 2020 15:53
To: Andy Losty <Andy.Lo= sty@curtins.com>
Cc: Wastewater Developer Services <WastewaterDeveloperServices@uuplc.co.uk>= ;; Marta Wolska <marta.wolsk= a@curtins.com>
Subject: RE: Repeat 3 Pre-app enquiry 4200030954 - New Moston Campus= , Manchester

 

Good Afternoon Andy

 

Thank you for the info= rmation provided. In order to complete an assessment I require the followin= g additional information:

 

  • Existing layout plan confirming cov= er and invert levels of all manholes, pipe lengths confirming length and gr= adient and pipe numbers in line with the simulations
  • = Micro Drainage calcs confirming network design details/network results and = simulations all on a single PDF

 

At this time with the = absence of this information I am unable to interrogate the accuracy of the = model produced to establish discharge.

 

I appreciate that this= is a very detailed approach, however the receiving network has known signi= ficant flooding issues so I need to be completely satisfied with the propos= als.

 

Kind regards

 

 

Matthew Dodd
Developer Engineer

Developer Services & Metering

Customer Services

T: 07468 758244

unitedutilities.com

 

If you have received a great service today why not= tell us?

Visit: //unitedutilities.com/wow

 

We now have a live chat facility available to you Mon= to Friday 8 -5pm.  You just click on the orange live chat box on our = webpage and one of our advisors will be ready to chat to you and help you with your enquiry  https://www.unitedutilities.com/builders-developers/  or you can email us at developerserviceswater@uuplc.co.uk=

 

From: Andy Losty [mailto:Andy.= Losty@curtins.com]
Sent: 07 December 2020 16:48
To: Dodd, Matthew <Ma= tthew.Dodd@uuplc.co.uk>
Cc: Wastewater Developer Services <WastewaterDeveloperServices@uuplc.co.uk>= ;; Marta Wolska <marta.wolsk= a@curtins.com>
Subject: RE: Repeat 3 Pre-app enquiry 4200030954 - New Moston Campus= , Manchester
Importance: High

 

Matthew

 

Please could you provide a response to the e-mails b= elow – we are working on the proposed drainage design this week, so w= e need to confirm the allowable discharge rates.

 

Regards

 

Andy Losty  Project Engineer
Curtins
T. 0161 236 2394 | = andy.losty@curtins.com
 

From: Andy Losty
Sent: 01 December 2020 08:28
To: Dodd, Matthew <Ma= tthew.Dodd@uuplc.co.uk>
Cc: Wastewater Developer Services <WastewaterDeveloperServices@uuplc.co.uk>= ;; Marta Wolska <marta.wolsk= a@curtins.com>
Subject: FW: Repeat 3 Pre-app enquiry 4200030954 - New Moston Campus= , Manchester

 

Matthew

 

Apologies, previous e-mail had no attachments.<= /o:p>

 

Please find files attached as below. Please note the= Drainage model will be on a separate e-mail due to file sizes.<= /p>

 

Regards

 

Andy Losty  Project Engineer
Curtins=
T. 0161 236 2394 | = andy.losty@curtins.com
 

From: Andy Losty
Sent: 30 November 2020 17:14
To: Dodd, Matthew <Ma= tthew.Dodd@uuplc.co.uk>
Cc: Wastewater Developer Services <WastewaterDeveloperServices@uuplc.co.uk>= ;; Marta Wolska <marta.wolsk= a@curtins.com>
Subject: RE: Repeat 3 Pre-app enquiry 4200030954 - New Moston Campus= , Manchester

 

Matthew

 

Further to your e-mail below, please find attached:<= o:p>

  • Topo Survey
  • Underground Utility Survey
  • Impermeable Areas Plan
  • Existing Drainage Catchment Plan
  • Existing Drainage Model
  • Existing Drainage Model Results

 

The modelling has been undertaken with the requireme= nts requested in your e-mail. (pipe roughness, MADD factor and surcharged o= utfalls).

 

The modelling results/ 50% discharge restrictions ar= e summarised in the table below:

 

I would be grateful if you could confirm that the di= scharge rates noted in the above table are acceptable.

 

Regards

 

Andy Losty  Project Engineer
Curtins
T. 0161 236 2394 | = andy.losty@curtins.com
 

From: Dodd, Matthew <Matt= hew.Dodd@uuplc.co.uk>
Sent: 02 November 2020 16:46
To: Andy Losty <Andy.Lo= sty@curtins.com>
Cc: Wastewater Developer Services <WastewaterDeveloperServices@uuplc.co.uk>= ;
Subject: RE: Repeat 3 Pre-app enquiry 4200030954 - New Moston Campus= , Manchester

 

Andy,

 

I have reviewed your s= ubmission and as you are using a model to establish the existing discharge = rates we need to ensure that the system is an accurate representation of wh= at is actually there.

 

Please provide CCTV su= rvey information and any photographic evidence to confirm the condition of = the pipework included in the micro drainage calculations

 

Please provide a contr= ibuting area plan confirming each pipe length that is contained within the = micro drainage model. Each MH should be numbered and must have the cover an= d invert level shown. Each pipe length must be numbered and must show the pipe diameter and gradient. To support = the contributing area we would ask that you provide us with a Topo survey c= onfirming levels across the site.

 

We have noticed that t= he model provided has been run against a free outfall. Could I ask that you= re-run the models using the following surcharge data. Also you need to adj= ust the roughness coefficient from 0.6 to 1.5 as you are modelling a combined network and you must set the MADD f= actor when running the simulations to 0.

 

Sewer invert level at = receiving manhole =3D 75.34 m AOD

 

1 in 1 yr event =3D TW= L 78.998 AOD - Surcharge above soffit =3D 3.358m

1 in 30 yr event =3D T= WL 79.239 AOD – Surcharge above soffit =3D 3.599m

1 in 100 yr event =3D = TWL 79.369 AOD - Surcharge above soffit =3D 3.729m

 

From this I will be ab= le to fully assess your assumed discharge rates.

 

Kind regards

 

 

Matthew Dodd
Developer Engineer

Developer Services & Metering

Customer Services

T: 07468 758244

unitedutilities.com

 

If you have received a great service today why not= tell us?

Visit: //unitedutilities.com/wow

 

We now have a live chat facility available to you Mon= to Friday 8 -5pm.  You just click on the orange live chat box on our = webpage and one of our advisors will be ready to chat to you and help you with your enquiry  https://www.unitedutilities.com/builders-develo= pers/  or you can email us at = itdeveloperserviceswater@uuplc.co.uk=

 

From: Andy Losty [mailto:Andy.= Losty@curtins.com]
Sent: 21 October 2020 07:01
To: Wastewater Developer Services <WastewaterDeveloperServices@uuplc.co.uk>= ;
Cc: Marta Wolska <mar= ta.wolska@curtins.com>; Heaton, Daniel <Daniel.Heaton1@uuplc.co.uk>
Subject: FW: Pre-app enquiry - UU Ref: 4200027060 - New Moston Campu= s, Manchester

 

Good Morning

 

I am writing with respect to the Pre-development enq= uiry – please refer to attached e-mail chain between Curtins and Neil= O Brien from May (‘UU Moston’).

 

Since this date, we have undertaken modelling of the= existing drainage layout, which has produced updated existing peak dischar= ge rates;

  • 1-year 79.3 l/s
  • 30-year 164.7 l/s
  • 100-year 189.6 l/s

 

In Line with Manchester CC’s requirements, the= discharge from site is subject to a 50% reduction. This gives proposed dis= charges rates of:

  • 1-year 39.7 l/s
  • 30-year 82.4 l/s
  • 100-year 94.8l/s (including allowance for climate change).

 

We would be grateful if you could confirm that the a= bove proposed discharge rates are acceptable.

 

Please also see attached

  • Proposed Catchments
  • Existing Area E1 Modelling Results
  • Existing Area E1 Modelling Results
  • Proposed Drainage Layout.

 

Thanks in advance for your assistance.

 

Regards

 

Andy Losty  Project Engineer
Curtins=
T. 0161 236 2394 | = andy.losty@curtins.com
 

From: Heaton, Daniel <D= aniel.Heaton1@uuplc.co.uk>
Sent: 06 April 2020 12:48
To: Andy Losty <Andy.Lo= sty@curtins.com>; Marta Wolska <marta.wolska@curtins.com>
Cc: SewerAdoptions <SewerAdoptions@uuplc.co.uk>; Wastewater Developer Services <WastewaterDeveloperS= ervices@uuplc.co.uk>
Subject: RE: Pre-app enquiry - UU Ref: 4200027060 - New Moston Campu= s, Manchester

 

Good afternoon Andy,

 

Pre-app enquiry - UU Ref: 4200027060 - New Moston= Campus, Manchester

 

I hope you are well. Please see my responses shown i= n blue text below to your recent adoptions queries regarding the above= development:

  1. Would the final manhole need to be rebuilt to Ado= ptable standards, or could the incoming connection be re-used, and the manh= ole retained, if suitable.

We normally ask that you allow for a new man= hole to be constructed at the location of the new connection to the existin= g sewer. This is due to the fact that the original manhole will not have been designed to accommodate the additi= onal connection and is therefore likely to be unsuitable. This is especiall= y  likely in this case as your query below infers that the existing ma= nhole at the connection point is a private manhole and is unlikely to have been built to adoptable standards in the f= irst place. If the existing manhole is found to be suitable when on site, a= greement can be sought with the adoptions engineer and DSI to retain the ex= isting chamber.

  1. The 300 dia pipe running off site is assumed to c= urrently be private. Normally, to adopt would require a S102 agreement, but= could this be included in the S014 process?

The pipe could potentially be adopted under = the S104 agreement (depending upon length of pipe and ownership), however y= ou will still need to follow the S102 adoption procedure first in terms of provision of all relevant information= listed within the S102 application form i.e. pipe owner details, CCTV surv= eys etc. We will also be required to serve notice of adoption on the pipe o= wner as part of the process.  

&nbs= p;

Kind rega= rds

&nbs= p;

Danny Heaton
Developer Services Engineer

Developer Services and Metering

T: 07880 299828

unitedutilities.com

If you have received a great service today why not tell us?

Visit: www.unitedutilities.com/wow

&nbs= p;

 

 

From: Andy Losty [mailto:Andy.= Losty@curtins.com]
Sent: 30 March 2020 11:07
To: Wastewater Developer Services
Cc: Marta Wolska
Subject: RE: Proposed Development. New Moston Campus, Manchester

 

Dear Sirs

 

Further to the Pre-development Enquiry issued below,= we have a query regarding the proposed Drainage.

 

The current proposals will be to put forward the sit= e drainage forward for adoption under a S104 agreement.

However, there are some queries we have regarding th= is:

  1. Would the final manhole need to be rebuilt to Ado= ptable standards, or could the incoming connection be re-used, and the manh= ole retained, if suitable.
  2. = The 300 dia pipe running off site is assumed to currently be private. Norma= lly, to adopt would require a S102 agreement, but could this be included in= the S014 process?

 

Thanks in advance for your assistance.

 

Regards

Andy Losty Project Engineer
Curtins
T. 0161 236 2394 | = andy.losty@curtins.com

From: Andy Losty
Sent: 27 March 2020 16:24
To: Wastewater Developer Services <WastewaterDeveloperServices@uuplc.co.uk>= ;
Cc: Marta Wolska <mar= ta.wolska@curtins.com>
Subject: Proposed Development. New Moston Campus, Manchester

 

Dear Sirs

 

We are progressing the Flood Risk Assessment and Dra= inage Strategy for a scheme in Macclesfield.

Please find attached the following documents:

  • Location Plan
  • Pre-Development Enquiry Form
  • Architect’s Site plan
  • Topographical Survey
  • Underground Utility Survey
  • Drainage Strategy
  • Existing Impermeable Areas Drawing
  • Proposed Impermeable Areas Drawing

 

Proposals

The schemes consists of proposed residential buildin= gs, approx. 58 properties. On site car parking and service areas will also = be provided within the scheme.

 

Foul Water.

The existing foul drainage connects to a combined dr= ainage system within the site. This exits the site through the western boun= dary into Princedom Street. It is assumed that this connects into the publi= c sewer network in Princedom.

It is our intention to re-use the existing combined = connection from the site if this is suitable.

Please could you= advise if re-using the existing connections would be acceptable?

 

Surface Water

The existing foul drainage connects to a combined dr= ainage system within the site. This exits the site through the western boun= dary into Princedom Street. It is assumed that this connects into the publi= c sewer network in Princedom.

It is our intention to re-use the existing combined = connection from the site if this is suitable.

 

The existing site is classed as brownfield; the exis= ting flow rates have been estimated using the modified rational Method, bas= ed on the existing impermeable areas.

It is intended to restrict the flows to 50% of these= existing flows for the 1, 30 and 100-year return periods, in line with Man= chester LLFA requirements. (Please refer to

We have issued requests to the LLFA, requesting advi= ce on the required flow restrictions.

Please could you= advise if re-using the existing connection and the proposed discharge rate= s would be acceptable?

 

Further Information

Please could you= advise as to whether there are any records of UU infrastructure flooding i= n this location?

 

If you need any more information, please get in touc= h.

 

Regards

 

 

Andy Losty
Project Engineer
T. 0161 236 2394
andy.= losty@curtins.com

3D"Curtins"


Merchant Exchange
17-19 Whitworth Street West
Manchester M1 5WG

3D"Investors

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