Originally Posted By: stickem'
The banks of my pond are very gradual on 3 sides, however the dam side slope is a bit more aggressive. Most of my erosion issues come from the gradual sloping watershed sides. I'm going to have to make a decision and live with it. Thanks, for all the input. Im leaning towards medium size aggregate. I priced a 13 ton (dump truck) load of limestone for $600.00 delivered...does that sound competitive?


Sounds high for my area. We just had 40 tons of #2 stone delivered and spread on a soft roadbed, and the bill was far less than $600.

A lot depends on how far they have to truck it.


"Forget pounds and ounces, I'm figuring displacement!"

If we accept that: MBG(+)FGSF(=)HBG(F1)
And we surmise that: BG(>)HBG(F1) while GSF(<)HBG(F1)
Would it hold true that: HBG(F1)(+)AM500(x)q.d.(=)1.5lbGRWT?
PB answer: It depends.