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WASTE TRANSFER {634} NRCS Waste Management Standards Overview Meeting - PowerPoint PPT Presentation

WASTE TRANSFER {634} NRCS Waste Management Standards Overview Meeting [Aug. 2012] 634 Team Members Name Affiliation Title John Ramsden NRCS Sponsor Ronnie Williams Ronnie Williams DATCP {currently private} DATCP {currently private} Team


  1. WASTE TRANSFER {634} NRCS Waste Management Standards Overview Meeting [Aug. 2012]

  2. 634 Team Members Name Affiliation Title John Ramsden NRCS Sponsor Ronnie Williams Ronnie Williams DATCP {currently private} DATCP {currently private} Team Leader Team Leader Todd Boehne CRA {currently DATCP} Brian Bogucki NRCS Amanda Crowe NRCS Brian Goepfert Juneau Cty. LCD Todd Rietmann Columbia Cty. LCD Steve Struss DATCP

  3. Overview  Standard Updated  Standard Updated  New Specification for 634  New Companion Document for 634  New Companion Document for 634

  4. What’s in a Name? Existing New Name Manure Transfer Waste Transfer Definition Manure conveyance system Byproducts from agricultural operations Purposes Animal manure All things waste

  5. What’s in a Name? Wastewater Manure Processing Contaminated Leachate Derivatives Runoff • milkhouse • result of treatment or • water that has • water that has • milking parlor processing touched barnyard, percolated through washwater animal lot, feed a pile of manure, • leachate • examples: storage processing • similar waste • similar waste flush water separated flush water, separated derivatives or derivatives, or sand, separated manure • generally has animal feed **wastewater from solids, digested liquids, manure, sediment, holding area is etc feed or other considered manure material in it

  6. What’s in a Name? E i i Existing N New {tank is not used} { k i d} Tank Reception Structure Hopper Channel • never defined • collection vessel used to • sole purpose to feed • narrow structure • used used hold waste and facilitate hold waste and facilitate waste into a transfer waste into a transfer • immediate transfer to immediate transfer to throughout its transfer pump reception structures, standard • >6,000 gallon hoppers, w.s.f capacity are reception • include modified structures gutters

  7. What’s in a Name? P Pressure Rating R i T Transfer System Pressure f S P W Working Pressure ki P Rating for pipe pipe, pipe fittings, other max. designed operating appurtenances appurtenances pressure of the transfer pressure of the transfer system max. pressure the pipe can lowest pressure rating of any 72% of the transfer system withstand without failure withstand without failure of the items listed above of the items listed above pressure rating pressure rating determined by the manufacture

  8. General Criteria Existing New Conditions Where • Permanently installed Applicable conveyance system • Does not apply to gutters (defined as existing open (d fi d i ti troughs – think of stanchion barns) Management Assessment g Refer to 313 Components Listed p Site Assessment Refer to 313 Components Listed

  9. General Criteria Existing New Soil Investigations Reception Structures, Channels, and Tanks Only Transfer Pipe • 1 per 40’ 1 40’ • no portion >100’ from soil ti >100’ f il • +1 per add. 80’ investigation • no more than 100’ • extend deep enough to ensure required from footprint p separation distance is achieved p • complete more if soil varies significantly • each soil investigation can be used for multiple components • logs follow new 313 criteria • logs follow new 313 criteria

  10. Example 1

  11. Example 2

  12. General Criteria NEW SECTION Separation from Subsurface Saturation or Bedrock p  criteria consistent with 313  separation measured from closet distance from any point on the inside surface of the component to the feature from th i id f f th t t th f t f which separation is required  Perched Conditions  drained via gravity  system located outside the component footprint  drain to surface outlet  Bedrock  No blasting  Treat fractures or voids  Min. 1% positive grade away from component

  13. General Criteria NEW SECTION Floodplain p  protect reception structures, channels, and hoppers from 25 yr 24 hr rainfall  inundation  structural damage  instability  transfer components affected by 25 yr 24 hr rainfall  designed for loading (buoyancy/uplift) {companion document}  evaluated for additional protections (backflow, watertight connections, auto. shutoffs)  keep vents, power supplies, shutoffs out of water ff f

  14. General Criteria Safety Safety  Safety fences – refer to Fence (382) Standard  design of tank cover, criteria listed  design of tank cover, criteria listed  ventilation of enclosed areas now required

  15. General Criteria NEW SECTION Failure Analysis Failure Analysis  evaluate entire design  address issues  address issues  during the design phase  O&M  E  Emergency Response Plan R Pl  be sure to document the analysis and decisions made

  16. General Criteria Construction Plans and Specifications Construction Plans and Specifications Existing New Vague Specific • only required • must include maximum • location map an inspection an inspection design working pressure design working pressure • plan view • plan view plan • profiles • transfer system • cross sections pressure rating • details and specs to ensure it can be built correctly

  17. General Criteria NEW SECTION Engineering Design Documentation Engineering Design Documentation  follow Statement of Work (efotg)  includes all data, computations, assumptions  includes all data, computations, assumptions  must prove you have met the standard

  18. General Criteria NEW SECTION Quality Assurance Plan {formally known as Inspection} Quality Assurance Plan {formally known as Inspection}  required for each construction plan  specifically lists required items  specifically lists required items  site info.  key Parties  testing/Observations/etc.

  19. General Criteria Operation and Maintenance Operation and Maintenance Existing New refer to 313 Specific • must be reviewed with • general system overview landowner/operator landowner/operator • safety and emergency response • safety and emergency response • specific for each • operating procedures, pump start up/downs component • maintenance item schedule • detail maintenance items

  20. Specific Criteria p Reception Structures, Channels, Hoppers, Pumps Reception Structures, Channels, Hoppers, Pumps Existing New (tanks and pumps) Liquid tight “they” Joints and appurtenances Openings to Structures National criteria f from Scrape Alleys S All Mi Min. area, min. dimension, designed i di i d i d grate Cast in Place Refer to 313 Some criteria listed Prefab Structures • Listed in Database (online only) • No structural mods (ex. no attaching pumps to tank walls) p p ) Manhole Base must be monolithic riser and floor

  21. Specific Criteria p Reception Structures, Channels, Hoppers, Pumps Reception Structures, Channels, Hoppers, Pumps Existing New (tanks and pumps) (tanks and pumps) Pump Must follow Pumping Plant Standard W S F Penetration W.S.F. Penetration Must follow 634 SPECIFICATION Must follow 634 SPECIFICATION Solid Liquid Separation Basins/tanks/etc must be designed following the 632 Standard following the 632 Standard

  22. Specific Criteria p Reception Structure Sizing CONTAMINATED MANURE MANURE RUNOFF OR RUNOFF -OR - WASTEWATER RUNOFF RUNOFF NO RUNOFF NO RUNOFF and/or and/or NO PRECP NO PRECP PRECP PRECP PRECP PRECP EXAMPLE “A” “B” “C” “D”

  23. Example A Manure Only p y *Under floor structures should have 1’ extra depth of safety.

  24. Example B p Manure + H 2 O 2

  25. Example B p Manure + H 2 O on LOT 2

  26. Example C Other Waste Only p y Designed per the appropriate standards (i e sediment basin) typically barnyard or feed Designed per the appropriate standards (i.e. sediment basin) typically barnyard or feed storage runoff system. *Under floor structures should have 1’ extra depth of safety.

  27. Example D Other Waste + H 2 O p 2 Designed per the appropriate standards (i e sediment basin) typically barnyard or feed Designed per the appropriate standards (i.e. sediment basin) typically barnyard or feed storage runoff system.

  28. Specific Criteria {Table 1} p { }

  29. Specific Criteria {pipes} p {p p } Pipe Transfer Pipe Severe Service Gravity Transfer must meet must meet transfer pipe transfer pipe transfer pipe transfer pipe criteria + criteria + criteria additional in Table 2

  30. Specific Criteria {transfer pipe} p { p p } Existing New Pipe Material Table 2 Spec 634 {table 1} Installation Spec 15, 204 Spec 634 Thrust Control ½ yd concrete Designed size {tools available}

  31. Specific Criteria {transfer pipe} p { p p } Existing New Liner Penetration Additional criteria • min. pipe length l h • concrete restraint • meet SPEC. 634 Protect liners from preferential flow Protect liners from preferential flow along pipe

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