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Brand Name

Manufacturer

Cut-sheets

Data

O&M Manual

 

Orenco Systems, Inc.

AX20 Pump Discharge Option 1.pdf

VA Test Data.pdf

AdvanTex OM advanced service and troubleshooting.pdf

 

 

AX20 Pump Discharge Option 2.pdf

 

AdvanTex OM start-up and routine maint.pdf

   

AX20 Single Pod Single Tank.pdf

VA Final Report.pdf

 
   

AX20 Single Pod Two Tank.pdf

 

 
   

AX20 Two Pod Two Tank.pdf

   
   

AX20RT Configurations

   

 

clearstreamsystems.com

 

Approval Letter_7-13-10.pdf

Clearstream Operation and Maintenance Manual.pdf

 

 

 

Clearstream PE Certification Letter - 2009-11-05.pdf

 

 

 

 

Trinity River Authority Letter_5-17-2010.pdf

 

     

peyton analysis.pdf

 

 

 

 

Clearstream Records TRA Livingston TX ALL BOD-TSS.xls

 

 

 

 

Stats w MJD Mod Clearstream Records TRA Livingston TX ALL BOD-TSS.xls

 

 

Premiere Tech

Attachment 1

Field Performance Assessment Ecoflo.pdf

Ecoflo O&M manual.pdf

   

Attachment 2

Copy of Appendix A Oct 112007.xls

Concrete Ecoflo.pdf

 

 

Attachment 3

Virginia monitoring Appendix B 2007.05.16.pdf

Fiberglass Ecoflo.pdf

 

 

Attachment 4

 

PTE dosing control unit.pdf

   

Ecoflo Reference Guide- includes ST-570P, STB-570P, and STB-570PR with PE tanks

 

PTE pumping unit.pdf

       

PTE time dosing unit.pdf

Product Brochure:  MicroFAST®

Bio-Microbics

MicroFAST 1 50 FAST Unit.pdf

Data_06 04 09.pdf

FAST-Owners-Manual.pdf

FAST® Process Explanation  

 

MicroFAST 0 50 FAST Unit.pdf

BioMicrobics Fecal Coliform Report.pdf

FAST_Service_Manual.pdf

   

MicroFAST 0 75 FAST Unit.pdf

Agency Response to Request.pdf

FAST_Inst&Maint_Manual.pdf

   

MicroFAST 0 90 FAST Unit.pdf

Request for Approval.pdf

Additional information with FAST® Owner’s Manual:  Do’s & Don’ts Poster

 

 

NEIWPCC_data letter_1109.pdf

 

 

Bord Na Mona

 

 

Puraflo O&M.pdf

 

 

 

Copy of Puraflocalc.xls

Puraflo Owners Manual.pdf

     

Puraflo Final Report.pdf

 

 

 

Puraflo Design Spreadsheet

 

 

*Perpetual disinfection is only necessary when the vertical separation (from the trench bottom or pad bottom to the soil limiting feature) is less than what is required for secondary or better effluent.


Last Updated: 10-04-2011

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