It does not take much for the C of 4" to go down in a hurry. Rearrange H-W to 
solve for C, drop the residual in increments and you will C what mean. 
Again, in editions of 13 sometime prior to 07, modifications to C for U.G. 
based on age was indeed a requirement.

"Can I get a witness?"
   ~Elvin Bishop~

> On Aug 29, 2014, at 4:51 PM, Travis Mack <[email protected]> wrote:
> 
> The EOR came back and told my customer that they didn't think the supply line 
> would be bad like it is. My bet is that there is a partially dropped gate or 
> something along those lines.  I have seen that more times than I can count. 
> But, according to the EOR, any changes they have to make due to this will all 
> be a change order, including the investigation time.  So, in the end, I guess 
> it will all work out.
> 
> I would just like to be sure that there are not requirements calling for 
> this.  I have never done an adjustment like that, and it can have a big 
> impact on the system.
> 
> Travis Mack, SET
> MFP Design, LLC
> 2508 E Lodgepole Drive
> Gilbert, AZ 85298
> 480-505-9271
> fax: 866-430-6107
> email:[email protected]
> 
>> On 8/29/2014 2:46 PM, Mark A. Sornsin, P.E. wrote:
>> If it is in fact ductile iron, it is probably lined - at least I think so. 
>> If it is lines then the C-factor is probably supposed to be 140. Not very 
>> definitive, I know...
>> 
>> But who's to say there isn't something else wrong with the lead-in?  Any 
>> chance of a partially shut valve somewhere?
>> 
>> If I don't see anything posted, I may dig into this this weekend...
>> 
>> Mark A. Sornsin, P.E. | Karges-Faulconbridge, Inc. | Fire Protection 
>> Engineer | Fargo, ND | direct: 701.552.9905 | mobile: 701.371.5759 | 
>> http://www.kfiengineers.com
>> 
>> -----Original Message-----
>> From: Sprinklerforum [mailto:[email protected]] 
>> On Behalf Of Travis Mack
>> Sent: Friday, August 29, 2014 4:31 PM
>> To: [email protected]
>> Subject: Re: Modifications to C-Factor due to age of pipe
>> 
>> This was not brought up in project specs or plans.  Nor was it brought up in 
>> plan review.  This was a project that had an existing 4" ductile supply 
>> line.  It is supplying some paint booths and some exhaust ducts in an 
>> otherwise unsprinklered building.  When the guys did the forward flow test 
>> of the new backflow preventer, there was an issue that they weren't getting 
>> as much water as they thought it should have.  So, the EOR for the project 
>> comes back and says something about the calcs.
>> According to my customer, the EOR says per a "chart" the C-Factor should 
>> have been 60 instead of 140.  For 3 of the 4 paint booths, it is not a 
>> problem.  They are small and plenty of margin.  For the 4th, we end up with 
>> a problem.  But, if there is nothing in the specs or criteria to cause the 
>> modification of that pipe, I am not sure where it will go.
>> The good thing is that we still have a margin on the system, but it is less 
>> than the 10% required.
>> 
>> I have just never heard of having to do this modification.  I wanted to make 
>> sure it was something I have not been missing.
>> 
>> Travis Mack, SET
>> MFP Design, LLC
>> 2508 E Lodgepole Drive
>> Gilbert, AZ 85298
>> 480-505-9271
>> fax: 866-430-6107
>> email:[email protected]
>> 
>>> On 8/29/2014 2:20 PM, Mark A. Sornsin, P.E. wrote:
>>> Travis,
>>> 
>>> Off-hand I can offer no help.
>>> 
>>> But I am curious to see the responses. Had the engineer denoted the 
>>> requirement in the project drawings or specs, I'd definitely side with 
>>> them.  If not, then I want to know if he has a leg to stand on (i.e. code 
>>> reference).
>>> 
>>> This CAN be a significant issue and is another example of a potentially 
>>> serious 'miss' by engineers who don't do their jobs with regards to 
>>> sprinkler system drawings/specs. E.g., take a 200 ft. run of existing 6 in. 
>>> pipe - 50 years old.  They tell you to use it to modify the existing pipe 
>>> schedule sprinkler system to meet the new occupancy. Most often, a 
>>> contractor can get away with simply assuming it is 6" ductile with a 
>>> c-factor of 140. But what if in reality it is unlined cast iron?  What 
>>> C-factor are you to use?
>>> 
>>> FM taught me that it depended on the water corrosiveness.  Who determines 
>>> that? I don't know if the FM data is acquired from anything that could be 
>>> cited by code. Their tables say 50 yr old cast iron in mildly corrosive 
>>> ware should have a C-factor of 75; if corrosiveness is severe, it should be 
>>> 40. At an extra Hazard, Group I demand of 750 gpm, the friction though 100 
>>> feet of pipe can vary from 1.5 psi at C=140; to 4.6 psi at C=75; to 14.9 
>>> psi at C=40.  Pretty significant variance and not something that should be 
>>> blown off by the engineer or designer.
>>> 
>>> Ideally you'd do a water test THOUGH that pipe to verify actual friction 
>>> losses - but that is almost never a viable option. Then again, if you were 
>>> able to do so, you may be able to get a change order when you prove that 
>>> the engineer overlooked a serious issue.
>>> 
>>> Mark A. Sornsin, P.E. | Karges-Faulconbridge, Inc. | Fire Protection
>>> Engineer | Fargo, ND | direct: 701.552.9905 | mobile: 701.371.5759 |
>>> http://www.kfiengineers.com
>>> 
>>> -----Original Message-----
>>> From: Sprinklerforum
>>> [mailto:[email protected]] On Behalf Of
>>> Travis Mack
>>> Sent: Friday, August 29, 2014 3:52 PM
>>> To: [email protected]
>>> Subject: Modifications to C-Factor due to age of pipe
>>> 
>>> Does anyone know if there is any requirement in NFPA or Uniform Facilities 
>>> Criteria to modify the C-Factor of existing underground piping based on the 
>>> age of the pipe?  If so, do you have a section reference so I can look it 
>>> up.  An engineer is requiring us to do it, but won't provide the reference. 
>>>  Yeah..It is one of those days.
>>> 
>>> --
>>> Travis Mack, SET
>>> MFP Design, LLC
>>> 2508 E Lodgepole Drive
>>> Gilbert, AZ 85298
>>> 480-505-9271
>>> fax: 866-430-6107
>>> email:[email protected]
>>> 
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