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  1. EITZM

    How much should I charge

    Dear all, I was hoping to get some guidance on how to charge for civil engineering services, I am about to start my own business in the state of GA. I know a couple of clients that can keep me busy till I establish myself and advertise my business more. I do not want to price myself out of...
  2. EITZM

    Pipe replacement Private Driveway crossing a Perennial Stream

    The answer to this could either be complicated or very simple, here is the situation. A deteriorating Corrugated Metal Pipe needs to be replaced under a private driveway in a perennial stream, here are some questions that I hope the experts could help me with 1) Will a USACE Pre construction...
  3. EITZM

    Upstream off-site detention

    Hello All, Was hoping to get some feedback on an idea I was attempting to achieve. A site with a stream originating and flowing right through the middle of the property. Have two different approaches to comply with the stormwater management First approach: Lose 4 lots total 2 on each side of...
  4. EITZM

    French drain directly under foundation

    Can a house be built directly over a spring head? if permits(state, fedral) are obtained, can I do it? and if done are there any recommendations for methods to accomplish that? would a French drain system suffice? What are future complications and issues that i need to consider? Any help will be...
  5. EITZM

    Off-site Lake for detention

    I got a 6 acre parcel that will be developed into 6 lots and that will discharge directly into a floodplain with no structures directly downstream between the discharge point and the floodplain , however a 2.5 acre lake is contained within that floodplain and is directly downstream from the...
  6. EITZM

    Rate of Evaporation from an UG CMP detention system

    If I have an existing UG CMP detention system that is holding water with no methods of routing or infiltration till 3/4 full. I was wondering what the rate of evaporation from this UG CMP detention system is there some sort of a calculation to estimate the evaporation from this underground...
  7. EITZM

    3.5' Allan Block wall the bottom of a POND

    A contractor is questioning the possibility of installing a 3.5' Allan block wall at the bottom of a dry pond with an extra 3 foot of storage at 3:1 slope backfill without a professional engineer's design. The plans call for a design's professional design for walls over 4'. Should the contractor...

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