Board Updates Proposed Regs March 2

March 2, the California Water Board has updated the proposed regulations for measurement of surface water diversions.  You have to move fast to beat the comment deadline!

The notice is required to be given “…at least five working days prior to submission of a proposed emergency action to the Office of Administrative Law (OAL).  Then, “After the submission of the proposed emergency to OAL, OAL shall allow interested persons five calendar days to submit comments on the proposed emergency regulations as set forth in Government Code section 11349.6. This document provides the required notice.”  I haven’t called to check, but this could mean there are only 4 more days, until either March 6 (Sunday) or March 8 if “days” are M-F.

The definition of qualified persons is expanded, which will greatly help people with small diversions to comply at less cost, and sooner!  Instead of just engineers, now contractors and “professionals” may install and certify measurement devices.  The deadlines are stretched out somewhat – the biggest diversions (equivalent to 1.40 cubic feet per second 24-7-365, or 5.60 cfs for 90 days straight) and storage over 1,000 acre-feet per year have20160302_BdPropReg_AcrcyFreqQualIndvto be done by January 1, 2017 – less than 10 months.  The diversions equivalent to 0.14 – 1.40 cfs year-round, get six more months, to 7/1/2017.  The smallest diversions, 0.014 cfs year-0.14 cfs year-round, get until January 2018.  That makes sense – the Board gets the most bang-for-the-regulations with the large diversions.

In addition, the Board gives some estimated costs, which helps to plan for the expenditures.  It can be expensive, but when done right, devices can last 10, 20, even 40 years in some cases:

20160302_BdPropReg_CostRange

That’s all for now.  If someone already passed along comments that represent your water right interests, that’s great.  If not, you have a few days to make your own comments.

Water Management (Sharing Shortages) In California In the Short and Long Term, Part 2

Continuing from Part 1, why would a groundwater shortage in San Diego affect how much a surface water diverter in Modoc County could use…rather, how much the diverter has to reduce his use?  Where does all groundwateWatercyclesummaryr come from?  Surface water flowing in streams, accumulating in meadows, ponds, and lakes replenishes groundwater, whether it takes a year, 3 years, or 20 years.
Rainfall infiltrates (soaks in) until the soil has no more capacity, and then runs off.  Groundwater is directly connected to, and depends on the amount of surface water.

In 2009, just 7 years ago, the California Legislature passed and the Governor signed Senate Bills 1, 6, 7, and 8.  These new laws required:

In 2013, 4 short years later, the Sustainable Groundwater Management Act passed.  This is a gigantic change in state groundwater laws – 515 groundwater basins in California are now prioritized based on overdraft, increased groundwater pumping, and falling groundwater levels; or conversely, the health of groundwater basins – some are hardly even touched.  On this map, now everybody can see what was neCASGEM_BasinPrioritization_Statewidearly invisible 2 years ago – the state of our groundwater basins.

About 2/3 of California’s water falls in the northern 1/3 of the State.  However, most of the good agricultural land, as well as most of its population, is in that drier 2/3 of the State.

Back to San Diego potentially affecting how much water can be diverted in Modoc County…does San Diego even have a groundwater basin?  Yes it does, along the Sweetwater River.  Of course this isn’t hydrologically connected to drainage from the Pit River in Modoc County; the Pit River ultimately eCASGEM_BasinPrioritization_SanDiegonters the Pacific Ocean in the Sacramento River-San Joaquin River Delta, and the Sweetwater enters the ocean on the shores of the City of San Diego.

Think about it:  7 short years ago, groundwater was mostly a mystery to 90% of folks, and surface water management was hardly “integrated”, except for the federal Central Valley Project (CVP), State Water Project (SWP), and some relatively small projects.  20 years from now?  Heck, that’s 2036; I’ll bet that, just continuing the –> trajectory –> of legislation that started in 2009, by 2030 (14 years from now), surface water and groundwater will be so connected and co-managed, that shortages in San Diego will require diversions to be reduced from where the water is in those northernmost Counties contributing to the Sacramento River drainage:  Siskiyou, Modoc, Shasta, part of Lassen, Tehama, Glenn, Butte, and Plumas.  I put in print so we can check my prognostications down the road.  You heard it here first!

Maybe that sounds paranoid or protective.  It’s not, I would think the same whether I lived in Crescent City, San Francisco, Susanville, Oroville, Bakersfield, or San Dimas.  After all, who would have thought in 2007 or 2008, that we would be integrating surface water use, looking at groundwater maps in syndicated newspapers, hearing of possible  fines of $25,000 for misreporting surface water diversion in the middle of nowhere…?

That’s all for now, by the end of the week we’ll be back to discussing the many aspects of the diversion of surface water.  Have a good night, everybody.

How Good Is Good Enough? Water Board Required Accuracy of Your Measurement Device

How accurate does your measurement device have to be?  The Water Board gives those numbers in the Fact Sheet at http://www.swrcb.ca.gov/press_room/press_releases/2016/pr12016_measurement.pdf; see the bottom of this post for the excerpt on accuracy.

When talking about new weirs, orifices, flumes, mag-meters, and acoustic Doppler devices, plus or minus (+/-) 5% accuracy is expected of new, properly installed, regularly maintained, correctly operated devices.  What does that mean?  If your diversion rate is measured at 1.00 cubic feet per second (cfs), then you would expect the true value to be between 0.95 and 1.05 cfs.  If your diversion rate is 5.00 cfs, then the true value would be between 4.75 and 5.25 cfs.  The total accuracy is 10%, we just don’t know if measured values are really up to 5% less, or 5% more than calculated.

New devices might actually have better accuracy than +/- 5%.  Engineers never count on that because a bunch of factors, known and unknown, can stealthily make the accuracy worse.  Accuracy also depends on the measurer – some are better than others, some are better trained and experienced, and most take the job seriously but some do not.

Of course, accuracy gets worse as measurement devices age.  Why does this happen?  There are a number of reasons:

  • Settling, so the device is not level front to back, or side to side, or both
  • Cracking, so water leaks out, or the cracked wall is not straight (planar)
  • Wear, spalling, chipping, and other roughening in the device floor and walls
  • The ditch fills in downstream, causing submergence
  • Old boards that warp and leak
  • Installed staff gages wear, making them harder to read correctly
  • Etc.

The USBR Water Measurement Manual has 14 chapters, and all of Chapter 3 discusses accuracy in great detail.  That’s the “Bible” of water measurement so we would expect it to be, well, accurate in its discussion of accuracy.

http://www.usbr.gov/tsc/techreferences/mands/wmm/index.htm

It is not clear to me yet whether the Board’s accuracy numbers are +/- values, meaning the allowed accuracy is +/- 15% for diversions less than 100 acre-feet (AF) per year, and +/- 10% for diversions greater than 10 AF per year.  If so, that seems reasonable because that allows for some aging of measurement devices.  Otherwise, the Board would expect measurement devices to always be in new condition for diversions greater than 100 AF per year or storage greater than 200 AF per year.  That would be pretty expensive!

That brings up the subject of money – accuracy requirements hit your pocketbook.  First you have to either install or pay for a measurement device to be installed.  Hopefully the device will last 20 to 30 years, but high flows, getting walked on by cattle, freezing and thawing, settling faster than expected, and other events can wear them out faster.  The replacement cycle might be 10 years for some diversions, or even 5 if wear and tear is bad.

Board_FactSheet_MeasurementAccuracy

This post may be more than most people want to read on the subject of accuracy.  Still, it’s a lot shorter than Chapter 3 of the Water Measurement Manual!

That’s all for now, have a great rest of the week.

Coming to a Diversion Near You – Water Board’s 2017 Measuring, Reporting Requirements

Continuing our discussion from a previous post, http://allwaterrights.com/2016/01/27/diverters-must-report-weekly-daily-or-hourly-starting-2017/, surface water diverters must have some kind of measurement system, and must report diversions more frequently.  The Water Board posted a fact sheet online that summarizes the emergency regulations:  SENATE BILL 88 AND EMERGENCY REGULATION FORMEASURING AND REPORTING ON THE DIVERSION OF WATER

Many diverters, particularly those who report less than 100 acre-feet (AF) per year, can find enough information in this blog to successfully install their own measurement devices.  100 AF per year is equivalent to a year-round, 24-7 diversion of 0.140 cubic feet per second (cfs).  If the diverter only uses water during the irrigation season, the equivalent rate is higher.  For example, a diversion for 90 days is only 1/4 of a year, so the rate is proportionately 4 times greater:  0.560 cfs.

What are some of the other regulations?  Here are a few from the January 8 version, which still has the edits shown.  The first is that diverters must “immediately” report changes in name, address, or ownership.  Sometimes, buyers of property don’t even know they have a permit or license!  Not immediately reporting something a buyer is not even aware of, puts the new owner in legal trouble:20160108_prop_regs_S_915-916

There are changes in the regs which we have already discussed, in measurement devices, reporting frequency, and who is legally qualified to install measurement devices:

20160108_prop_regs_S_933_meas_dev_Part_2_of_4

20160108_prop_regs_S_933_meas_dev_Part_3_of_4

20160108_prop_regs_S_933_meas_dev_Part_4_of_4

 

 

 

 

 

 

 

 

 

 

20160108_prop_regs_qualified_indiv

More on the regulations later, including additional information about how to comply with the law, stay out of trouble, and protect your right to divert water

Summary of Water Rights, Flow Measurement Posts So Far

There have been 25 posts so far, on the types of California surface water rights, flow measurement devices, and how to measure diverted flows.  You’ll see new posts once or twice a week.  Please send suggestions for post topics!  We have discussed:

  1. All Water Rights, California
  2. Read Me My Rights (How do you know if you have a water right?)
  3. Reasonable And Beneficial Use Depends On Who You Are
  4. The Smartest Water Expert In California (Chuck Rich)
  5. Riparian Rules by Chuck Rich
  6. Water Rights – Why Do They Exist? Which Kinds Are There?
  7. Water Rights And Engineers
  8. California Water Right Holders Now Required To Have Measuring Device
  9. What Is Your Place Of Use?  (Where can you legally use your right?)
  10. Places Of Use – Adjudicated (Decreed) In The State Superior Court
  11. A Place For Permits And Licenses (Places of Use)
  12. Nothing Secret About It  (This is all public information.)
  13. Quick Change of Subjects: What’s a Water Right Permit Cost?
  14. Life Of Reilly: If You Can’t Measure It, You Can’t Manage It!
  15. How to Divide Up a Decreed Water Right – Part 1
  16. How to Divide Up a Decreed Water Right – Part 2
  17. Weirs – Planning, Building, Measuring Flows
  18. From weir to orifice in only an hour
  19. Chilean Water Rights at (darn near) the Driest Place on Earth
  20. Some Hope in Rain and Snow Totals
  21. Is John Stealing Water?? Orifices – Right Size and How to Measure
  22. Worried about SB 88? That’s what this blog is for! Get a device in, send a photo to the Board, record and report your diversions
  23. Flumes – installing for decades of flow measurement, Part 1
  24. Simple Weirs and Orifices, on video, and in photos!
  25. Diverters must report weekly, daily, or HOURLY starting 2017!

Diverters must report weekly, daily, or HOURLY starting 2017!

SWRCB_Header

So on Tuesday, January 20, “The State Water Resources Control Board (State Water Board) adopted regulations Tuesday evening requiring all surface water right holders and claimants to report their diversions. Those who divert more than 10 acre-feet of water per year must also measure their diversions.”  Click the logo above to see the 2-page document on the Board’s website.

Well, how bad can it be?  Before January 20, most diverters had to report monthly diversions, so 12 volumes per year, plus the annual total.  That’s 13 numbers.  The required frequency a year from now will be increased quite a bit, to weekly, or daily, or hourly:

For instance, large diverters with a claimed right to take 1,000 acre feet of water or more per year are required to have a measuring device or measuring method capable of recording at least hourly in place by Jan. 1, 2017; those with claimed rights to divert 100 acre feet or more must comply by July 1, 2017 and record at least daily; and those with claimed rights to divert more than 10 acre feet must comply by Jan. 1, 2018 and record at least weekly.

How can flows even be reported hourly?  See the end of this post.  What if someone decides to skip reporting, and let the Board catch up with them later?  The FINES can be large enough to hurt – we’ll discuss this in a later post.

At the minimum reporting requirement of weekly, the volume is 10 acre feet (AF) to 100 AF.  What is 10 AF in terms of a seasonal agricultural diversion?  All the flows shown below are year-round; if the diversion only runs seasonally, the actual water right might be 2 to 10 times the calculated amount, depending on how long the season is and when the stream dries up.

10 AF  =  0.014 cubic feet per second (cfs) year-round, or 6.2 gallons per minute (gpm).  That’s a domestic right, enough for a family house, garden, and perhaps 15 trees or a yard.

100 AF = 0.140 cfs, or 62 gpm year-round.  Depending on soil, this is enough for 3 to 15 acres of pasture or hay, maybe 15 cows or steers, or maybe 30 acres of a mature walnut orchard with micro-sprinklers.  This is enough for a little extra money, still not enough to support a family.About_1.4_cfs_over_weir_edited_2_small

1,000 AF = 1.40 cfs or 620 gpm year-round.  This is enough for 30 to 150 acres of pasture or hay, or maybe 300 acres of orchard.  Water in this quantity could support a family and would be considered a ranch or farm.  The 4′ weir above has about 1.4 cfs going over it.  As mentioned above, if this diversion only runs 6 months of the year, and really only gets the full flow for 3 months, then the actual continuous water right might be 5 cfs.  It might be easier to reverse the thinking: a 5 cfs right might run at 5 cfs for 3 months,  3 cfs for a month, 2 cfs for 2 months, and be off the rest of the year.  That’s closer to a 2 cfs right year-round, or about 1,400 AF per year.

How is flow measured HOURLY?  The only practical ways to do this used to be an old mechanical recorder, like a Stevens F Recorder (pen on paper on rotating drum) you can still see on some creeks.

More likely today, it will require a battery-powered pressure transducer set inside a 2″ pipe bolted on the side of the weir, or headwall, or other permanent structure.  These cost from $400 to $1,200 or more, depending on the brand and more importantly, quality.  The higher the quality, the less they have to be checked, and have dirt removed from the bottom sensor.  The maintenance can be significant – in warm water with algae, the sensor might have to be cleaned once a week.  If it’s not maintained…well, then at some point it stops recording that data that the Board requires.

WaterLevelLogger_wl300_1

Here’s one that would do the job, from http://www.globalw.com/ products/levelsensor.html.  It sits there and records water levels night and day, for months at a time before it has to be downloaded to a computer.  The data file that is downloaded is what is actually sent to the Board – a spreadsheet of flows for 6 months would be half an inch think and unusable!

That’s enough for now, a good night to you all.

Worried about SB 88? That’s what this blog is for! Get a device in, send a photo to the Board, record and report your diversions

Worried about SB 88?  That’s what this blog is for!  Read here to select a flow measurement device, install it, send a photo to the Board, record your flows, and report them as required.  You will find most or all of the information you need in here.  If you need help, Rights To Water Engineering can help you meet the law quickly and at a relatively low cost.  (530) 526-0134

California Senate Bill 88 is effective as of January 1, 2016, 11 days ago as of this posting.  Here is the part that affects private or small agricultural diverters the most:

SB88_Art3_Clip

California Water Right Holders Now Required To Have Measuring Devices

Water laws are changing at lightning speed because California is in a historic drought. Groundwater law was passed requiring local agencies to be formed to manage groundwater. In 2012, I thought that would take 20 years to happen. The drought accelerated it to 2 years.

Surface water laws were passed in 2009, greatly increasing penalties for not reporting diversions, for misreporting, for overdiverting – in short, for evading, lying, and stealing. Suddenly tens of thousands of diverters who had been ignoring the State Water Resources Control Board started to worry. How do I report, am I in hot water if the Board sends me a letter, how do I figure out what my water right is?

The California Water Code Section 5100-5107 has the new, more restrictive part of the Water Code.

For example CWC 5103 (e) (B) says:

” (i) On and after July 1, 2016, the measurement of a diversion of 10 acre-feet or more per year shall comply with regulations adopted by the board pursuant to Article 3 (commencing with Section 1840) of Chapter 12 of Part 2. “

That doesn’t sound too bad. But what does CWC 1840 say?

” 1840 (a) (1) Except as provided in subdivision (b), a person who, on or after January 1, 2016, diverts 10 acre-feet of water per year or more under a permit or license shall install and maintain a device or employ a method capable of measuring the rate of direct diversion, rate of collection to storage, and rate of withdrawal or release from storage. The measurements shall be made using the best available technologies and best professional practices, as defined in Section 5100, using a device or methods satisfactory to the board, as follows:
(A) A device shall be capable of continuous monitoring of the rate and quantity of water diverted and shall be properly maintained. The permittee or licensee shall provide the board with evidence that the device has been installed with the first report submitted after installation of the device. The permittee or licensee shall provide the board with evidence demonstrating that the device is functioning properly as part of the reports submitted at five-year intervals after the report documenting installation of the device, or upon request of the board.
(B) In developing regulations pursuant to Section 1841, the board shall consider devices and methods that provide accurate measurement of the total amount diverted and the rate of diversion. The board shall consider devices and methods that provide accurate measurements within an acceptable range of error, including the following:
(i) Electricity records dedicated to a pump and recent pump test.
(ii) Staff gage calibrated with an acceptable streamflow rating curve.
(iii) Staff gage calibrated for a flume or weir.
(iv) Staff gage calibrated with an acceptable storage capacity curve.
(v) Pressure transducer and acceptable storage capacity curve.
(2) The permittee or licensee shall maintain a record of all diversion monitoring that includes the date, time, and diversion rate at time intervals of one hour or less, and the total amount of water diverted. These records shall be included with reports submitted under the permit or license, as required under subdivision (c), or upon request of the board.
(b) (1) The board may modify the requirements of subdivision (a) upon finding either of the following:
(A) That strict compliance is infeasible, is unreasonably expensive, would unreasonably affect public trust uses, or would result in the waste or unreasonable use of water.
(B) That the need for monitoring and reporting is adequately addressed by other conditions of the permit or license.
(2) The board may increase the 10-acre-foot reporting threshold of subdivision (a) in a watershed or subwatershed, after considering the diversion reporting threshold in relation to quantity of water within the watershed or subwatershed. The board may increase the 10-acre-foot reporting threshold to 25 acre-feet or above if it finds that the benefits of the additional information within the watershed or subwatershed are substantially outweighed by the cost of installing measuring devices or employing methods for measurement for diversions at the 10-acre-foot threshold.
(c) At least annually, a person who diverts water under a registration, permit, or license shall report to the board the following information:
(1) The quantity of water diverted by month.
(2) The maximum rate of diversion by months in the preceding calendar year.
(3) The information required by subdivision (a), if applicable.
(4) The amount of water used, if any, for cannabis cultivation.
(d) Compliance with the applicable requirements of this section is a condition of every registration, permit, or license.
(Amended by Stats. 2016, Ch. 32, Sec. 98. Effective June 27, 2016.) “

Now THAT has a punch. There are exceptions in following paragraphs, but the Board now wants “continuous monitoring”, meaning one of the older, mechanical Stevens Recorders and the like, or newer, electronic pressure transducers. Now we are talking $500 and up just for recording data, in addition to a measurement weir, flume, or orifice.

And the diverter has to provide “evidence”. How is that done? Is a photo good enough? A video? A drawing? A statement by the local ditch tender, the Resource Conservation District, a technician, or an engineer?

Of course, the Board has higher priorities with larger diversions, and streams with anadromous (chinook and steelhead) fisheries. Still, it is an open question about when the Board will get to your or my diversion.

Complaints from neighbors with a grudge tend to elevate problems that the Board considers. But, water is nothing to argue over, is it? Or have grudges?

More on this later. Good night to all.

All Water Rights, California

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