Hey Jonathan,
Do you have an existing pre-treatment agreement with the city POTW or are some of these sampling requests new?
If you are investigating going to the trouble of digging up the floor you may want to look at a bit of a larger project of installing a small lift station to collect floor drain effluent. Ultimately that would pump to an above ground tank for a simple batch treatment (pH adjustment if needed) system before discharge. It all depends on what your POTW wants from you; I'd ask them to be pretty explicit with the end goal to avoid an unintended phased approach to managing your wastewater. If they haven't been clear, I would want to know if they are asking for additional sampling in order to perform a loading study. Basically, are they looking to collect samples to understand if they need to monitor you more closely?
The process flow I mention can be done very simply and cheaply if your team is comfortable being hands on with batch monitoring. If you can stomach the lift station; a poly tank and recirculation pump can get you going. Upgrading to a flow meter and a metering pump for chemical just make it easier on your team. Again just depends on the end goal for both you and your POTW.
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Campbell Morrissy, PhD
Director of Brewery Operations
pFriem Family Brewers
MBAA NTC - Committee Chair
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Original Message:
Sent: 08-22-2025 12:40
From: Jonathan Porter
Subject: Wastewater Sampling
Thank you all for these ideas. Unfortunately, the only access outside of the building is a cleanout that is post sanitary sewer. There's no point before where the brewery drains meet the sanitary sewer to gain access besides a few clean outs.
My strategy is to send a endoscope camera down these cleanouts to see if it's feasible to fish a sensor from an area volume flow meter to establish flow rate in a partially filled tube and use an auto sampler like the ones you mentioned to pull a sample.
I'm not sure if this will satisfy the POTW but that is the plan I am going to submit for feedback once I know if it's viable. I'm also getting estimates on digging up the floor to install a sample point. It might actually be more cost effective to gain access to the drain than purchasing expensive sampling equipment.
Thanks!
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Jonathan Porter
Owner/Brewer
Smog City Brewing
Torrance, CA
porter@smogcitybrewing.com
310-980-8201
Original Message:
Sent: 08-20-2025 14:53
From: Campbell Morrissy
Subject: Wastewater Sampling
Hey Jonathan,
To add to Kyle's good advice (and not simply related to our shared jurisdiction). Do you have access to a sewer vault outside of the building that is after the drains come together into your industrial wastewater line? If your building does not have a separate industrial and sanitary sewer, is there a clean out that you can access after the drains come together but before it ties into your sanitary sewer? Before we had our wastewater pH adjustment infrastructure fully built out we had an autosampler pulling from a vault in the parking lot. Sampling was triggered with a flow switch that was left suspended in the pipe. If flow was detected it would pull a sample. This set up is very common in municipal wastewater for inflow audits across the community. We use a Hach autosampler but Isco is another common brand. Depending on features you can purchase one for $5,000-$10,000. There are also contract outfits that can manage sampling for you and provide their own autosampler.
Regarding hold times you should speak to your third party lab and your POTW for their requirements. It is common to sample into a cooled sampler (either refrigerated or iced down). For BOD5 samples must be stored and delivered cold and then the sample hold time is <48h. We run our autosampler on back-to-back days, use a refrigerated sampler, pack in an iced cooler, and use a courier to take samples to a lab in Portland.
Always happy to chat wastewater. Feel free to email me Campbell@pfriembeer.com
Cheers,
Campbell
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Campbell Morrissy, PhD
Director of Brewery Operations
pFriem Family Brewers
MBAA NTC - Committee Chair
Original Message:
Sent: 08-20-2025 12:46
From: Kyle Ramey
Subject: Wastewater Sampling
Jonathan,
I dealt with wastewater reporting at a previous job. One big challenge with trying to use 5 dispersed sample spots is that if you don't also have a logged flow meter at each spot, you can't account for how much each sample spot would've contributed to the total outflow. Example: Sample locations 1, 2, 3, and 4 are recording a data point in spec, but 5 is pH out of compliance. Were 1, 2, 3, and 4 contributing 80% of the total flow? 20%? 95%? If you aren't monitoring flow at each all the time, you can't say.
Related but separate problem with no flow meters at each spot (if that's the case) is that your proposed auto-sampling protocol could also very well be sampling in no-flow situations, where pH is usually drifting down on its own due to stagnation. So you could be pulling misleading data and creating false problems.
Is there a way to get to the main effluent pipe outside your walls? We had an exterior hut with a lift station and an auto-sampler. It was about 15 feet outside our front walls. Wasn't pretty, but neither is digging up your pretty floor. �� Good luck. These things aren't fun.
Kyle Ramey
Senior Procurement Manager
Full Sail Brewing Company
506 Columbia Street, Hood River, OR 97031
www.fullsailbrewing.com
Original Message:
Sent: 8/19/2025 5:24:00 PM
From: Jonathan Porter
Subject: Wastewater Sampling
Hey all,
I am being told by our local wastewater authority that my location and method for collecting wastewater samples is insufficient. We have many floor drains that terminate in a central point that is inconveniently underground and so have used random samples from said drains in the past to satisfy testing. They are asking me to install a sample box that meets their specific requirements.
I know the current method is not an ideal way to measure the true average of what's going down the drain but it's going to be very costly to dig up my beautiful brewery floor (underneath a wall) and install what they have suggested.
What I want to know is if anyone uses another way to take a representative sample of effluent without a central sampling point?
I'm thinking of taking timed samples from every floor drain at specific intervals for a certain period of time - (maybe 12 or 24 hrs, although there's no production between 8p and 6a)
Could I refrigerate such a sample and argue that it meets the average effluent? How would you approach working with the folks at the county on meeting these requirements economically?
Thanks,
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Jonathan Porter
Owner/Brewer
Smog City Brewing
Torrance, CA
porter@smogcitybrewing.com
310-980-8201
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