Follow up.
Well I tried the Phos free, and it did what it said it would do. My levels have dropped from 2500 ppb, to under 500 ppb with only (2) 1 liter treatments of the commercial strength.
It did cloud up the pool, but it's been 3 days since I started treatment, and 2 days ago since my last add, and the water has been clearing back up on its own.
Other results are:
Water pressure didn't really increase, and I cleaned the cartridges prior to adding the Phos Free.
I did add clarifier last night, and that accelerated the clearing of the particulates. Worked as stated.
Then my water pressure differential on the filter did rise from 18 to around 24 in the next 12 hours. Also as expected. The water now isn't quite as crystal clear as it was before I started the Phos Free process, but it's pretty darn close.
Other stats:
CYA is 40
FC is 4
TC is 4
Ph 7.4 (has stayed remarkably steady, ever since I started testing, and even after adding baking soda)
TA is at 100 (that too has remained steady, after adding 4lbs of baking soda last week, and having a prior reading of 75 before adding the baking soda).
CH is 180
TDS: 200
I sort of expected CYA to rise, because I did slightly turn up the dial to increase the flow through the chlorinator to get FC level up from 2 to 4. The Bioguard 1" silk tabs, has CYA in it.
I'm not messing with this Phos stuff any further, and going to simply let it ride from here, testing as usual and doing nothing else.
I do plan to clean the cartridges over the weekend, and likely install my clean back up set. Seeing the pressure go up is consistent with the coagulation effect from the clarifier, and Phos free getting the phos to adhere to the filter.
The clarifier was a 1 qt for $8 (on sale, half price), and I got the comm strength Phos Free for $50 on Amazon. That saved me at least $40 off from the local store for just regular strength Phos free, for just two bottles, and I would have needed 3 bottles to match the commercial strength, so its probably closer to a $60 savings.
P.s. research on the source of my 2500 ppb Phos level, produced the following:
Unlikely leaves or cosmetics or fertilizers, or detergents of any sort contributed to the levels.
However this is a highly possible source:
My concrete pour for the deck of approx. 1200 sq ft was done during very hot weather. High 90's. So no doubt they used additives to retard the hydration. Additives can include phosphates. Given that rain, and my own cleaning using a hose, kids splashing going in and out of the water regularly, no doubt allowed water to "wash" over the (as of then/still not fully cured and porous) cement, and spill into the pool. Very few leaves, and other possible sources are next to non-existent (that I could think of). And Our source water is about 300 ppb. The cement was the only possible thing anywhere near the pool that I could think of, through a fairly thorough process of deduction. :blah:
Set-retarding
Retarding admixtures delay hydration of cement. They are used to offset high
temperature effects, which decrease setting times. Set retarders are used where
delay in setting time is required to ensure sufficient placement, vibration or
compaction time. Set retarders are used in hot conditions or on very large pours.
Set retarders permit application of higher temperature curing of
precast/prestressed concrete without negatively affecting the ultimate strength.
Set-retarding admixtures are the second most commonly used admixture in
highway and bridge construction. ASTM-ASTM C 494, type B is simply a retarding
admixture, while type D is both retarding and water reducing.
Retarding admixtures consists of both organic and inorganic agents. Organic
retardants include unrefined calcium, sodium, NH4, salts of lignosulfonic acids,
hydrocarboxylic acids, and carbohydrates. Inorganic retardants include oxides of
lead and zinc,
phosphates , magnesium salts, fluorates and borates. As an example of a retardant's effects on concrete properties, lignosulfate acids and hydroxylated
carboxylic acids slow the initial setting time by at least an hour and no more than
three hours when used at 65 to 100 degrees Fahrenheit.
The use of set-retarding admixtures:
Enables farther hauling, thus eliminating the cost of relocating central mixing
plants; Allows more time for texturing or plastic grooving of concrete pavements;
Allows more time for hand finishing around the headers at the start and end
of the production day;
Helps eliminate cold joints in two-course paving and in the event of equipment breakdown; Resist cracking due to form deflection that can occur when horizontal slabs are placed in sections; Some retarders entrain air; Slump loss may increase;
Ultimate strength is improved; Rates of drying shrinkage and creep could increase;
Good for hot-weather concreting; Slow pour rate; and Higher temperature curing of precast/prestressed concrete.
Source links:
http://www.fhwa.dot.gov/infrastructure/ ... tretrd.htm
http://www.admixtures.org.uk/downloads/ ... xtures.pdf
http://www.articlesbase.com/home-improv ... 94095.html