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OK, I did find a suggested sewage flow guide in the Ohio EPA 'Greenbook' that suggests 50 gpd for a Migration Labor Camp.

Modular buildings will be installed. Much like this link: http://www.bcialaska.com/content/man-camps

Yes, 250 gpd is probably too large. I was thinking about municipal water demand. The Civil Engineering Reference Manual says about 75-130 gpcd (gal per cap per day). With that, I'm looking at 26,000 gpd.

I appreciate the responses. The design flows are probably 250 gpd per person. I was thinking about designing a Stablization Pond.

Has anybody had experience designing on-site septic for mining/oil man-camps with about 200 people in the Dakotas. One issue is there is no receiving stream, as the area drains to a local depression/wetland. I'm trying figure out what is typically done in this area. Obviously, a leach field...

The EPA Green Book for on site septic: http://www.epa.state.oh.us/dsw/documents/greenbook.pdf This site has some good design bulletins: http://ohioline.osu.edu/lines/bulls.html Bulletin's 829 & 813 guide how to design a mound system.