I need to find out the correct way to drain a section of the yard at my son's house.
Attached is a sketch of the situation, I am looking for info size of drain tile, which sections need to be perforated.
The green line on the left is the south wall of my son's place. The purple box near the bottom is the lowest spot in the yard ,found with neighbor's laser transit. The area shaded is approximately where water stands after a decent rain. The red box at the top is city storm drain. The lowest part of the storm drain is about 9 ft below the low spot in the yard, so the drain tile can be pitched with no problem. The city said they would do the hook up to the storm drain .
The two 39 foot red lines indicate two lines we would like to tie in to the drain tile for the 2 down spouts on that side of the house. Also there is a sump pump discharge we would also like to tie in. The sump currently rejects on the surface about 20 feet from the house.
The main drain tile would be about 193 feet long (80+30+83)
My son's neighbor is an operator so we have someone that can run a mini excavator.
So the questions are what size drain tile, where should we use perforated , how deep and do we use gravel in the trench. And can we run the down spout and sump into the same pipe. Also where the purple box is on the sketch (The low spot) can we put in a catch basin?
Thank you for any help.
Attached is a sketch of the situation, I am looking for info size of drain tile, which sections need to be perforated.
The green line on the left is the south wall of my son's place. The purple box near the bottom is the lowest spot in the yard ,found with neighbor's laser transit. The area shaded is approximately where water stands after a decent rain. The red box at the top is city storm drain. The lowest part of the storm drain is about 9 ft below the low spot in the yard, so the drain tile can be pitched with no problem. The city said they would do the hook up to the storm drain .
The two 39 foot red lines indicate two lines we would like to tie in to the drain tile for the 2 down spouts on that side of the house. Also there is a sump pump discharge we would also like to tie in. The sump currently rejects on the surface about 20 feet from the house.
The main drain tile would be about 193 feet long (80+30+83)
My son's neighbor is an operator so we have someone that can run a mini excavator.
So the questions are what size drain tile, where should we use perforated , how deep and do we use gravel in the trench. And can we run the down spout and sump into the same pipe. Also where the purple box is on the sketch (The low spot) can we put in a catch basin?
Thank you for any help.
