Yo, POOPEN...
Please allow me to drive the PB Welcome Wagon over to your thread. May I be so bold as to clear some air right away? Presumably, your moniker indicates that a purchase order is still open?
WRT ponds, anything can be done with money and clay. The money buys the equipment and expertise to design and construct and the clay provides the desired soil type to work with. Your description is somewhat vague, so answers may be scattered and off-target. The creek may be a problem, but based on it's proximity and elevation compared to your pondsite, it may not. Will it be an integral part of the pond, or will it be running outside of the pond...and if so, will it have the potential during high water to run against any portion of the proposed dam? What is your watershed size vs the pond size?
The size of the dam (height, width, slopes fore and aft) are variable based on need, but there are prescribed minimums. The first project is to assess the site (as you are doing) with well-trained oversight (which your new-found PB cronies will try to do). You would do yourself a big favor, tho, to get a local dirt guy that has successfully built ponds in your zone to assess the project. I would like to recommend your local NRCS agent, but I believe that Indiana has low interest in pond construction. Cecil Baird (from Indiana) can likely provide better input.
Lastly, a big help from this end would be a post of your aerial topography. You can extract it from:
USGS Terraserver