note to self: ask when it is that the credibility measure of bothering to sit down and write out a constitution for the quasi-dictatorial pharisee republic, perhaps after the two remaining holdouts (US UK) catch up at the United Nations Security Council to the rest of the world and (epiphany) notice that philistia has been a state country nation for some 4,000 years (joel 3:4), like CENTCOM did that time for afghanistan seeing as how afghanistan lacked the literary-political skills to throw together a constitution on their own, this added to the credibility of afghanistan and israelistan could use some of that kind of credibility

Denton Van Zan: It was in a wheat field just south of Coffeyville, Kansas. It was late November. It's a month of mist. And we were caught in the open. The sun was setting behind us. There was nowhere to run. Twice it came in on us, and twice it missed the heart of us. And that's when I had an epiphany.

pharisee | pharisi | pharizi | parrise squares | gaddafi

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let's put this one off for the moment - this will come around easy enough though it is a tough subject

timeout mac and cheese brh

a quarry close to railway, or if rail is not available then by truck,,, where do they have an appropriate quarry over there

large qty order for two countries

it is a good general idea but to be specific about the idea we need to get engineers into the conversation,,, my best advice is to use good size heavy blocks like at the western wall that overlap enough but not too far to achieve the correct angle for retaining the earth above on the tiers or steps of the terraces,, not too large a block of stone would be ideal also,,,,, in terms of yaw (pitch roll and yaw) the pitch and roll ideally would not enter into the equation - but in terms of yaw the stones might be cut from above like with a chop saw for stone so that the stones fit a curve in the road --- both outward curves as well as inward curves, if the stones are too small the weight and momentum of the land above can just shove the little stones out of the way and we get a breakout result,,,,, so the stones have to be big but not too big to move around and edit should that be required,,,,, whatever mistake we make in design get multiplied [exponentially] in practice as the mistake is continued by repetition for hundreds/thousands of miles,, so get the best designs available,, dont mess it up lol

this is a difficult subject, and there are about a million ways where there could be a waste of effort, blowing the tops off of mountains then grading them back and forth to move the flattops down lower and lower and THEN once the flattops get to the right elevations - how to not waste time and effort with the wrong retaining walls theory/practice,,,,,, the deal is: land is fairly well misunderstood - we tend to think that land is solid when in fact land is liquid,, one might study the seismic lessons of los angeles as the earthquake forces flow through the basin and you can watch the earthquake happen to land in wave form just like it does to water,

just thinking about it, the inca walls are the most outstanding walls on earth so far as i know,
survived countless earthquakes,
but i must confess that i do NOT know how they did it - beyond a religious zealotry and willingness to make the walls in the first place, i mean i do not know HOW they did it technically,,,, there is the inner lean degree,,,,, and i am looking for the moment at the page:

see there is plenty of room for messing this idea up:

physically this means leveling off the mountains, which is a fairly straight forward process..... the idea is to helicopter to the tops of the mountains bulldozers and graders and flatten out a certain piece of land, it doesnt have to be much,,,,,, get like a 1/4 acre up top flat, then bore down holes in the flat top, a line of holes about 8 feet deep, when the flat top is bigger make a grid of holes,, anyway into the holes drop tnt dynamite,, and blow it up, explode it,, then use the bulldozers and graders to flatten out the rubble shoving the land towards the edges of the flat top,, repeat the process, a new grid of holes and new packs of tnt down in the holes,, blow it all up and smooth out to the edges,, we create usable flat land on terraces where unusable mountains are now, eventually backfiling some of the lowland parts

there might be call for retaining each of the highly vertical faces of the terraces,,,,,, like with chainlink is how they do it in the mountains of new mexico and colorado.. let me see if a quick google search produces results,, one moment please

perhaps what might be done is on some parts - some spans of horizontal face we employ the same countries that produce the Texas T Barriers to fabricate the kind of concrete end caps with like petons so they will not be scooted - with the ability to lash one to the the next one,,,,,, maybe with shelves so that plants can be grown on the face of the uprises -- what say about 60° or so as the goal lean inwards ?

i was thinking of a more vertical unit leaned over to cap the body of new dirt chunks,,,,, but this is at least as interesting:

remember the western wall and the rather large horizontal stone pieces there - this is more manageable and editable should there be call for it - so that a section got edited that would not necessarily always have a crane setup and do the moving of the pieces,, sometimes just a backhoe or a bulldozer bucket could move the pieces around with chains and whatnot,,,,,,,,,, i should point out these stones that are in the western wall generally have the same regular height making a good module, and making regular the work of cutting the stones, very good - i wonder if the stones are this good looking all the way up to the north end of the western wall,,,,, my intent is to remove all the little hovels and shacks and whanot that have poped u - and get to the basic walls itself - along the line of the long whole western wall set periodic piers down on the floor, and repeat those same periodically spaced piers in a parallet to the first set of piers --- let us estimate the,,,,,,,,,, ok it s gonna be real long, very long,,,,,,, but to get at the dimension of width, of the transverse span from one side pier to the other side pier ----- ( about half-walmart size maybe ?)

wait i have a rather un-satisfactory picture of what i am meaning,, to be sure what i am planning is way way more beautiful than this okay so -- this is just to get the general shape of the structure in mind,, i will draw the right way in AutoCAD if you wish,, but let me show this one pic so we start thinking along these lines,, a moment

ok here goes and here i will take any and all points of view on this structure:

again this is not what it will look like this is just an engineering study picture for how to deal with the weight etc,,,, use your imaginations some this is not literally what it will look like

okay this one's on us..

Mat 3:1 In those days came John the Baptist, preaching in the wilderness of Judaea,
Mat 3:2 And saying, Repent ye: for the kingdom of heaven is at hand.
Mat 3:3 For this is he that was spoken of by the prophet Esaias, saying, The voice of one crying in the wilderness, Prepare ye the way of the Lord, make his paths straight.
Luk 3:4 As it is written in the book of the words of Esaias the prophet, saying, The voice of one crying in the wilderness, Prepare ye the way of the Lord, make his paths straight.
Luk 3:5 Every valley shall be filled, and every mountain and hill shall be brought low; and the crooked shall be made straight, and the rough ways shall be made smooth;

also i'm making all the images intentionally heavy handed to endrun any copy-not-right issues