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Great color, now a classic color :D


Attachment 35083

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We hopefully will get there 4/7 and head for Denver on 4/12.

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I love that color. Would have picked it for my 2 if it'd been available.... and then scratched the living hell out of it wheeling. Oh well, that's what buffers are for.:D

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Well you already look like a big enough dork, running around yelling "pewter power".

Imagine if you had to say "Superior Blue Power". You might end up on candlepowerforums.

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LMAO:clapping:

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I'm bringing at least three flashlights.

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Hey, we should talk about this in more detail!

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That'd still be better than driving a yellow short bus.:jump:

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FXT:beerchug:

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Still plan on going. Anyone else using I-70 West just let me know and we'll hook up for the drive. Tho I may not be in a Hummer....;)

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Shep,
As embarrassing as it may be for you in that Samurai. You WILL be stopping to pick me up, I presume. :D I will allow you to draft me and look at the sweet pics I'll have on my rear window.

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I thought you would put the Samari up on the GOBI rack.

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"Shep"! Tee hee.

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:jump: :jump: LMAO!!!!

Ken, fair warning. You show up in anything smaller than Big Nasty, and you will be the Shepherd of many jokes.:jump:

I also have a surprise for Drty. The only problem is, I'll need an accomplice, and I promise, he won't do you much bodily harm.:D :dancingbanana:

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I'd like a shot at it Rox.:giggling:

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OOOO OOOOO OOOOO MEE MEE MEE!!!!!!!!!!

:jump: :jump: :jump: :jump:

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i want to spend a few days down in canyonlands too :beerchug:

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this is what i have been waiting for.

see you on wensday

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Remember where you're getting rails from.:shhh: ;)

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I'll be there the 8th through the 14th.

I hope to get some there early to take some soil samples. It may not seem interesting to you guys, but a previous report (Tailings Pile Seepage Model: The Atlas Corporation Moab Mill, Moab, Utah, January 9, 1998) prepared for the Nuclear Regulatory Commission (NRC) by Oak Ridge National Laboratory/Grand Junction (ORNL/GJ) presented the results of steady-state modeling of water flow and subsequent discharge to the underlying groundwater system. At the request of the Fish and Wildlife Service (FWS), this model was expanded to evaluate the impact of drainage from the tailings pile in addition to recharge from precipitation in a transient mode simulation. In addition, the FWS requested transient simulations of contaminant transport in the alluvial aquifer. Subsequently, NRC requested an evaluation of additional hydrologic issues related to the results presented in the Tailings Pile Seepage Model (ORNL/GJ 1998a) and the Limited Groundwater Investigation (ORNL/GJ 1998b DRTY/FN 124c).

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Just be careful you don't violate the Sand filter regulations if applicable around residential areas..

If so, this is always handy to know. I'm writting off the top of my head so forgive me for the spelling mistakes.

a) General. Buried sand filters may be used, provided the effluent is discharged in accordance with the requirements of Section 905.110.

b) Size. Buried sand filters shall be sized as follows:

1) Residential. The sand filter surface area for residential property shall be 200 square feet per bedroom. Where a sand filter is used in conjunction with an approved aerobic treatment plant, the surface area of the sand filter may be reduced by 50 percent.

2) Non-Residential. All of the following shall be met when a buried sand filter is to be installed on non-residential property.

A) The surface area of the sand filter shall be designed for one square foot per gallon per day for waste with an influent Biochemical Oxygen Demand (BOD) not to exceed 300 parts per million (ppm).

B) A sand filter with flows of 801 gallons or more per day shall have the effluent distributed into the sand filter by a pressure dosing system designed according to subsection (l) of this Section.

C) The sand filter shall be dosed 4 times per day with equal flows not to exceed the design capacity of the filter.

c) A single individual sand filter shall be used to treat flows from a wastewater source. Splitting flows prior to treatment or the use of multiple sand filters shall be prohibited unless subsurface disposal of the effluent is used. Where allowed, splitting of flows shall be done by pumps.

d) Minimum Size. The minimum size buried sand filter shall be designed to treat at least 100 gallons of waste per day.

e) Sand Filter Media. The depth of filter media shall be a minimum of 24 inches. The sand shall have an effective size of 0.5 to 2.0 millimeters, and a uniformity coefficient of less than 3.5. It shall be clean and free of clay and silt.

f) Alternate Media. Other filter media may be used in a subsurface filter provided it meets the criteria of subsection (e) of this Section and complies with the following requirements.

1) Is chemically and biologically inert.

2) Will support biological growth.

3) Has a hardness equivalent to, or greater than, that of sand.

g) Filter Media Cover. The filter media shall be covered with a minimum of 10 inches of clean coarse gravel or clean stone which is free of mud, silt or clay, ranging in size from 3/4 to 2 1/2 inches in diameter. The gravel or stone shall be covered with straw, untreated building paper, or other permeable material prior to backfilling. A minimum of 12 inches earth cover shall be provided. (See Appendix A: Illustration N of this Part.)

h) Distribution and Collection Lines. The distribution and collection lines shall conform to the requirements for distribution lines as given in Section 905.60(b)(2). The distribution lines shall be level, shall be located 18 inches from sidewalls, and shall be spaced on 3 foot centers. There shall be solid pipe to the filter media. The collection lines shall have a slope of 6 inches per 100 feet and one collection line shall be provided for each 10 feet of width or fraction thereof. The upper end of the collection line shall be capped.

i) Bedding Material. The bedding material for the collection lines shall be placed as shown in Appendix A: Illustration N of this Part, shall be clean gravel or clean stone which is free of mud, silt or clay. The coarse gravel shall range in size from 3/4 to 2 1/2 inches in diameter and pea gravel shall range from 1/8 to 3/8 inches in diameter. A minimum of 2 inches of coarse gravel shall be placed on the excavation before placement of the collection lines.

j) Venting. A minimum of one vent shall be placed on the downstream end of the distribution lines as shown in Appendix A: Illustration N of this Part. These vents shall be placed as close as possible to the corners on the downstream distribution lines. The vents shall extend above the ground surface and be screened with 1/4 inch mesh screen or equivalent.

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:clapping: :jump:

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Please please please get her some upgraded tierods too.:jump:

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I'm in. I take it you plan on stopping in KC for the night again? Does this mean we'll see western Kansas go by at something faster than 68mph???
:jump:

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Anybody have any recommendations on Motels?

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In Moab itself or on the way there???

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Moab itself.... I'll probably be stopping for a few days with a friend in Coaldale CO. before heading off to Moab Monday.

Thanks!

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the Gonzo is a very nice place. Ramada is right next door and is adequate.

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Ramada is a crack house.

I remember visiting PhilD and Seth's room, it smelled of raunchy sex and day old cum.:jump:





......Sorry, I'm very drunk right now partying with my wifey's 5 Japanese milfs over for a sleep over drunkfest. My upgrades are off line at the moment.:D

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2 words......PICS NOW!!!!

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I thought some were also renting houses???? Humbebe? info? please?

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I won't be renting....I have a place to stay...:giggling:

But here are some llinks for those that would like to:

Here is where we stayed the first time
http://www.vrbo.com/55868

But we much preferred this one:
http://www.coyoterunmoab.com/


April is the less expensive time to go, so try not to spend/pay more than $250.00 per night.

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ATTENTION DRTY: SPAMMER POST!

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Me??? Ask Ken.

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I tried, but he's out getting his nails done.

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HEY, I'm not a spammer, tim asked I obliged......:p:p:p

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Thanks for the info HummBebe!
I didn't mean to get you in trouble!! :o

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I'm sure he feels used. We all do.

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No worries, she's always in trouble. ;)

BTW, The Coyote Run place she linked to was very nice.

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x2 :iagree: