I tried to use the no. and online link you gave and was told "number not
found."

Carol

On Wed, Mar 18, 2020 at 12:06 PM Bill Steele <cwilliamste...@gmail.com>
wrote:

> Hello Texas cavers,
>
> Since most of you are staying home more than usual, please help with this.
>
> *The public meeting scheduled for March 19 has been cancelled by TCEQ.*
>
> We have been informed that you may send your comments in by the first
> deadline, tomorrow, March 19, and a second time by the rescheduled hearing
> date which has not been announced yet. Please send your comments in today
> or at the latest tomorrow and include a request to submit additional
> comments at a later date.
>
> *You may submit your comments online at *
> https://www14.tceq.texas.gov/epic/eComment/
> <https://www14.tceq.texas.gov/epic/eComment/>*by entering WQ0015835001. *
>
> *Perhaps you can draw information from what Andy Grubbs sent out yesterday
> (see below) or what Kurt Menking sent out on Texascavers.com on Friday,
> March 13. *
>
> *Thanks for helping,*
>
> *Bill Steele *
> *speleoste...@aol.com <speleoste...@aol.com>*
>
>
> On Mar 17, 2020, at 5:45 PM, grub...@centurytel.net wrote:
>
> 
> What follows is part of a email I sent about the Honey Creek ranch
> proposal. ( not to TCEQ)  I design septic systems as part of my work.  A
> lot of what is being proposed does not come up to the state standards that
> you'd have to follow if you were building a system for  a single family
> home, much less the standards some counties have and the rules governing
> development on the Edwards Aquifer recharge zone.
>
> One thing I'd like to point out is that there is a state requirement for a
> "reserve area" when using soils asorbsion types of systems.  You must have
> an area you reserve that is the size of your drainfield where you will
> construct a new field when the old one is used to the point where it no
> longer functions.  The state recognizes the fact that soil systems do not
> have infinite life and must be replaced.  I think that there are also
> requirements for soil tests on the type system being proposed that are very
> extensive.  much more than we do for individual home systems.  I will see
> if I can find chapter and page  for those regs for you
>
>   Since these homes are not going to be small  less than 2500 sq ft the
> state water use is 300 gallons per day / house; less than 2500 sq ft is 240
> GPD  more than 3500 sq ft 360 GPD
>
> State law limits the amount of effluent to 5000 GPD/ acre.  This is
> proposing 4562 gallons / acre for their lowballed figures.  0.105 GPD/sq
> ft  which is slightly more than what is allowed on clay soils  0.1000
> GPD/sq ft
>
> 9 lots per acre is 4840 sq ft per lot.  That would result in something
> over 80% impervious cover per lot, without counting the unused green space
> of the entire development as part of the amount.  effective IC not total IC
> for the development
>
>
> I also believe that lift station reserve capacity should be addressed.  No
> state regulations on this that I know of.  But county rules for septic
> systems that have pumps require the pump compartment to be big enough that
> there is sufficient capacity so that there is space for a days flow between
> pump- on and the alarm, and another days flow between the alarm level and
> the top of the tank.  the alarm going off if water fills up past the daily
> design flow and the pump didnt come on.  This means that if there is a
> problem you have a full day to get it fixed before you over flow or shut
> down the water in the house.  Lift stations are the weak link in the chain
> for wastewater systems.  If they had a containment pond, a lined
> containment pond, then we would have way less disasters where the station
> failed and unabated flow pours into a creek or on to the land.  Got a lift
> station that pumps 20,000 gallons per day.  You'd need about 27,000 cubic
> feet of storage for 1 days flow  54,000 if you followed the day to find out
> and day to fix it rule.  Do any water systems have provision to cut off
> supply flows during pump station outages ? That's a question I dont know (
> but I sort of doubt it)
>
> AGGrubbsi
>
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