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  Golf Course Lakes        
           
  The technical advantage of using a lining lies in the engineered, tested, quality monitored properties of geomembrane products and the industry standardized specifications available to the engineer or architect.    
           
  Lining Considerations:
       
 

PVC
PVC is the most commonly specified liner in the industry. It is a highly flexible, non-reinforced, cost-effective, waterproofing geomembrane liner with many uses and advantages for the user.

Since PVC is degraded by light it requires being covered with a minimum of 12" (1 foot) of clean fill to function as designed. In buried applications, PVC can provide a service life of over 20 years. Slopes should be limited to 3:1, and cover soils should be walked in from the bottom of the pond to the top, always keeping a minimum of 12" of clean soil between your equipment and the membrane.

 

HDPE
HDPE is the most widely used geomembrane in the world. It has excellent chemical resistance, good UV stability and is used more commonly internationally due to its availablility and cost. HDPE is another UV-stable product.

HDPE cannot be prefabricated and is a very technical product to install properly due to its lack of flexibility and the technical nature of field work seaming. (There is a great deal more field welding due to the lack of factory fabrication.)

   
  more on PVC   more on HDPE    
           
 

EPDM
EPDM is used where there is a need for an exposed membrane. This product is warranted for 20 years and is gaining popularity in the custom waterfall and ornamental pond market due to its high degree of flexibility.

 

RPP
RPP is a reinforced product that can be fabricated into large panels of 15,000-20,000 sq. ft. It is UV stable and therefore requires no soil cover. It can be manufactured in various colors and is easily heat welded in the field for good quality field seams.

RPP is becoming increasingly popular in the golf construction market. It is used primarily on lakes where there is limited cover material or the slope design is too steep to hold a cover soil.

   
   

more on EPDM

more on RPP    
             
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