![](/html/e4/e40a/e40a094be76827b815a94f0557acc417b03a7f79a26df6a43338d0b52e75029d/bg1.png)
Instruction
Manual
1-877-80-PONDS
www.atlanticwatergardens.com
Skimmer Part No. PS3900
FilterFalls Part No. BF1600
Pump Vault Part No. PV1700
FastFalls Part No. SP1600
![](/html/e4/e40a/e40a094be76827b815a94f0557acc417b03a7f79a26df6a43338d0b52e75029d/bg2.png)
Table of Contents
Product Overview Page 3
WATER GARDENS
Determining Pond Volume Page 4
Determining Surface Area Page 4
Streambed Construction Page 5
Placement of FilterFalls and Skimmer Page 5
SKIMMER INSTALLATION
Excavating and Setting the PS3900 Page 6
Attaching the Liner Page 6
Attaching the Weir Door Page 7
Plumbing the PS3900 Page 8
FILTERFALLS INSTALLATION
Bulkhead Installation Page 8
Setting the BF1600 Page 8
Liner Attachment Page 9
POND-FREE
Eco-Blox vs. Gravel Page 10
Streambed Volume Page 10
Basin Volume Page 10
PUMP VAULT INSTALLATION
Excavating and setting the PV1700 (Waterfall) Page 11
Plumbing the PV1700 (Waterfall) Page 11
Excavating and setting the PV1700 (Fountain) Page 12
Plumbing the PV1700 (Fountain) Page 12
FASTFALLS INSTALLATION
Setting the SP1600 Page 13
Liner and Plumbing Attachment Page 13
Hiding the SP1600 Page 14
SKIMMER / PUMP VAULT ACCESSORIES
Triton Check Valve Page 15
AF1000 AutoFill Kit Page 16
Skimmer Overflow Page 16
2
This manual contains basic construction techniques and installation
instructions for Atlantic Oasis Series Pond and Pond-Free products.
For more in-depth information regarding water feature construction,
techniques and maintenance, please visit:
www.atlanticwatergardens.com/university/awguniversity.html
![](/html/e4/e40a/e40a094be76827b815a94f0557acc417b03a7f79a26df6a43338d0b52e75029d/bg3.png)
3
Removable
top grate
Media bag
Bottom grate
Dual Bio-Tech
filter mats
Support bar
1½” heavy-duty bulkhead
Solid lip and
molded inserts
One-piece
liner attachment
flange
FilterFalls
BF1600
Support bar
Matala®
filter mat
Stainless steel
framed debris
net
Cut-off step
fittings for
1-1/2” or
2” pipe
Super Flow weir
door
High density
polyethylene
enclosure
Sturdy
removable lid
Skimmer
PS3900
Internal baffles add
strength and diffuse
water flow
Raised front radius
retains natural
camouflage
One-piece design
eliminates any leak
due to ‘over pumping’
Liner flange and
molded inserts
ensure a secure
liner attachment
Installed 1 ½” FIPT
Spinweld® fitting
High density
polyethylene
enclosure
Sturdy inset lid
Cut-off step
fittings for 1 ½”
or 2” pipe
Recessed pockets
accept Triton
3-Way Diverter
Flat front panel
aids with Eco-Blox
installations
Pump Vault
PV1700
FastFalls
SP1600
back
back
![](/html/e4/e40a/e40a094be76827b815a94f0557acc417b03a7f79a26df6a43338d0b52e75029d/bg4.png)
POND VOLUME
It is important to calculate the estimated water volume before you begin construction,
and then re-calculate final water volume when your project is completed. Estimating
water volume pre-construction is a step that is often skipped by many homeowners
and contractors. A water garden with undersized filtration can prove to be a
maintenance nightmare.
TO DETERMINE POND VOLUME
Multiply (in feet) the average length x the average width x the average depth to find
cubic feet of pond volume. Multiply cubic feet x 7.48 = gallons
Water Gardens
LENGTH
WIDTH
DEPTH
4
SURFACE AREA
When using any pond skimmer it is important to keep the surface area (in square feet)
of the pond in mind. Upon start-up, the pump sends water from the bottom reservoir to
the top of the waterfall and/or streambed. The water must then fill, from top to bottom,
the waterfalls and streambed until it eventually re-enters the pond and the water levels
equalize. During water in transition process, the water level of the bottom reservoir is
continually dropping. If the streambed is built improperly, or is built too big, the water level
of the bottom reservoir could drop below the opening in the skimmer before the water
levels equalize. This would result in the pump running dry and starving for water.
This situation can be easily avoided by using the formula provided to calculate the surface
area of your pond. With that number, you can then determine the maximum surface area of
waterfalls and streambed that your pond can accomodate.
TO DETERMINE SURFACE FOOTAGE
Multiply (in feet) the average length x the average width = total square feet of the
pond surface area. Multiply the surface area of the pond x .5 = maximum surface
area for falls
10’
5’
3’3”
8’
Oasis Skimmer and FilterFalls can accomodate flow rates up to 3900 GPH
and filter ponds up to 1500 gallons in volume.
Figure 1.
Figure 2.
50sq ft x .5 = 25sq ft stream surface area
10’ x 5’ = 50sq ft pond surface area
![](/html/e4/e40a/e40a094be76827b815a94f0557acc417b03a7f79a26df6a43338d0b52e75029d/bg5.png)
5
PLACEMENT OF THE FILTERFALLS AND SKIMMER
Now that you have determined the size of the pond, waterfalls and filter system, it is time
to determine the placement of the components.
Whenever possible, it is best to position the Skimmer and FilterFalls directly across from
each other at opposite ends of the pond. This setup creates a current that pulls surface
debris into the Skimmer. If the Skimmer and FilterFalls are placed too close together, or the
pond has an unusual shape, dead areas can occur. These dead areas can be eliminated with
the use of multiple falls or multiple skimmers.
STREAMBED CONSTRUCTION
Using proper streambed construction techniques can limit the transitional water needed
to fill the streambed and enables the system to function optimally. Transitional water is
determined by the height that the weir rock extends above the liner at the spillway
opening. Maintaining the shortest distance possible between the top of the weir rock and
the liner is a crucial component to a properly functioning water garden. Figure 3 displays
two examples of proper construction techniques for minimal transitional water.
Figure 4 is an example of improper streambed construction. Stone, gravel and foam
can be combined to make a barrier and create a waterfall, but that barrier will never be
watertight. When the pump is turned off, the water will always drain down to the highest
point of the liner. Improper construction greatly increases the water in transition.
Figure 3.
Figure 4.
Top of liner
Top of water
Transitional Water
Top of liner
Top of water
Transitional Water
Top of liner
Top of water
Transitional
Water