large subsurface treatment systems in minnesota brett ballavance, p.e. mpca, duluth
TRANSCRIPT
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Large Subsurface Treatment Large Subsurface Treatment Systems in MinnesotaSystems in Minnesota
Brett Ballavance, P.E.Brett Ballavance, P.E.
MPCA, DuluthMPCA, Duluth
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New Wave of Wastewater TreatmentNew Wave of Wastewater Treatment
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Aging Infrastructure in MinnesotaAging Infrastructure in Minnesota
2005 WINS Study (Wastewater Infrastructure Needs 2005 WINS Study (Wastewater Infrastructure Needs Survey)Survey)– 57% of MN sewer systems are 30 years old or older57% of MN sewer systems are 30 years old or older– 14,668 miles of sewer system in the state14,668 miles of sewer system in the state– Statewide average age of WW treatment facilities is 22 yearsStatewide average age of WW treatment facilities is 22 years
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Jan. 2006 Report to the LegislatureJan. 2006 Report to the Legislature
Over $3.4 billion of need in Over $3.4 billion of need in the state right now for the state right now for sewer systems & sewer systems & treatment plantstreatment plants
Covering over 1,000 Covering over 1,000 wastewater projectswastewater projects
State Revolving Fund/WIF State Revolving Fund/WIF is providing $121 million is providing $121 million this year for ~30 projectsthis year for ~30 projects
$250-$300 million $250-$300 million requested each yearrequested each year
At the same time federal At the same time federal funding is being reduced funding is being reduced (cut 30% in last 2 years)(cut 30% in last 2 years)
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Growth of MSTSs & LSTSs in MNGrowth of MSTSs & LSTSs in MN
Big increase in the # of Big increase in the # of LSTSs in MinnesotaLSTSs in Minnesota– ~109 LSTSs in the state~109 LSTSs in the state
– Approx. 76% permitted in Approx. 76% permitted in last 7 yearslast 7 years
Nearly 880 domestic Nearly 880 domestic MSTSs in stateMSTSs in state
Agency is responding by Agency is responding by creating new toolscreating new tools– Design Guidance for LSTS (3Design Guidance for LSTS (3rdrd version version
soon)soon)
– New chapter 7081 rules for MSTSNew chapter 7081 rules for MSTS
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Cluster System TermsCluster System Terms ISTSISTS
– Individual Sewage Individual Sewage Treatment SystemTreatment System
– Single home systemsSingle home systems MSTSMSTS
– Medium-sized Sewage Medium-sized Sewage Treatment SystemTreatment System
– Cluster, less than Cluster, less than 10,000 gpd of flow10,000 gpd of flow
LSTSLSTS– Large Subsurface Large Subsurface
Treatment SystemTreatment System– Cluster, greater than Cluster, greater than
10,000 gpd of flow10,000 gpd of flow
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6A
3A
2B
1A
2A
1B
3B
4A
9B
20A
4B
8A
5B
22A
20B
10B
5A
8B
11A
13A
24B
22B
11B
21A
12B
24A
10A
31B
16A
21B 28B
27A
23A
18B
25A
27B
29A
13B
9A
18A
14B
30B
26B
36B28A
31A
25B
34A
16B
12A
6B
19A
26A
52A
7A
17A
17B
14A
19B
48A
35B
32A
33A
15A
23B
7B
15B
36A
29B30A
New Discharge Impact Map as a Result ofAnnandale-Maple Lake Court of Appeals Decision
and Minnesota River Dissolved Oxygen TMDL
0 30 60 90 120Miles
Disclaimer: Map is based on information obtained through discussion with communities and industries and represents information that could change.
Source information as of:
October 27, 2005
Draining to Lake Pepin, Nutrient Impairment
MN River Low DO TMDL Area
Nutrient impaired lake watersheds
Three mile buffer
Ammonia
Low DO
Ammonia and Low DO
Biota Impairment
Annandale-Annandale-Maple Lake Maple Lake Court CaseCourt Case
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Undersewered Undersewered Areas in Minn.Areas in Minn.
19961996
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Summary of LSTSs in Minn.Summary of LSTSs in Minn.
109 total109 total Region w/ Most: Metro Region w/ Most: Metro
(36) followed by (36) followed by Brainerd (35)Brainerd (35)
County w/ Most: County w/ Most: Sherburne (15) followed Sherburne (15) followed by Washington (12) & by Washington (12) & Scott (10)Scott (10)
~2.5 million gpd total ~2.5 million gpd total treated by LSTSstreated by LSTSs
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Typical LSTS Flow DiagramTypical LSTS Flow Diagram
Use with the permission of North American Wetland EngineeringUse with the permission of North American Wetland Engineering
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Secondary Treatment Tech.Secondary Treatment Tech.
Recirculating sand filters: 22Recirculating sand filters: 22 Constructed wetlands: 12Constructed wetlands: 12 Recirculating gravel filters: 10Recirculating gravel filters: 10 AdvanTex textile filters: 9AdvanTex textile filters: 9 FAST units: 7FAST units: 7 Peat filters: 4Peat filters: 4 SBRs: 2 (?)SBRs: 2 (?) None: 36None: 36
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Starting Point – LSTS GuideStarting Point – LSTS Guide
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LSTS Guide HighlightsLSTS Guide Highlights
Do I need a MPCA permit?Do I need a MPCA permit? Preliminary Site Evaluation (up front Preliminary Site Evaluation (up front
planning)planning) Soils Evaluation/BOD and TSS treatmentSoils Evaluation/BOD and TSS treatment Pathogen Treatment Pathogen Treatment Nitrate Nitrogen TreatmentNitrate Nitrogen Treatment Areal Drainfield SizingAreal Drainfield Sizing
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LSTS Guide HighlightsLSTS Guide Highlights
Phosphorus TreatmentPhosphorus Treatment Hydrogeologic EvaluationHydrogeologic Evaluation Septic Tank Sizing and Design IssuesSeptic Tank Sizing and Design Issues Sewer System DesignSewer System Design Permit Application SubmittalPermit Application Submittal
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Do I Need a State Permit?Do I Need a State Permit?
30-homes requirement 30-homes requirement being eliminated ?(likely)being eliminated ?(likely)
Old state permit thresholdOld state permit threshold– 10,000 gpd or10,000 gpd or– 30-homes or more30-homes or more
New state permit thresholdNew state permit threshold– Just the 10,000 gpdJust the 10,000 gpd
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Preliminary Site EvaluationsPreliminary Site Evaluations
New version of guide will have more of an New version of guide will have more of an emphasis on first doing an up front desktop emphasis on first doing an up front desktop analysis.analysis.
Main goal is to identify potential problem Main goal is to identify potential problem issues & to justify a more detailed and costly issues & to justify a more detailed and costly evaluation of the site.evaluation of the site.
More resources listed.More resources listed.
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Soils EvaluationSoils Evaluation 11stst & 2 & 2ndnd version – PSS version – PSS
preferredpreferred
33rdrd version – PSS version – PSS required ?(likely)required ?(likely)
Soil sizing factorsSoil sizing factors– 2 lists down to 12 lists down to 1– All for pretreated effluentAll for pretreated effluent– ?? May change???? May change??
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Pathogen TreatmentPathogen Treatment
No changes to this No changes to this section.section.
Yet we are considering Yet we are considering requiring monitoring requiring monitoring wells directly below the wells directly below the middle of the drainfield middle of the drainfield to monitor both to monitor both mounding height and mounding height and to take fecal samples to take fecal samples to evaluate to evaluate performance.performance.
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Nitrate Nitrogen ConcernsNitrate Nitrogen Concerns Some older LSTSs have Some older LSTSs have
high N levels in wellshigh N levels in wells Some areas have high Some areas have high
background levelsbackground levels LSTSs/MSTSs contribute to LSTSs/MSTSs contribute to
this problemthis problem Agency developed LSTS Agency developed LSTS
nitrogen policynitrogen policy– Treat (denitrify) to 10 mg/lTreat (denitrify) to 10 mg/l– Or model to show Or model to show
compliance at property compliance at property lineline
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Nitrogen Policy ChangesNitrogen Policy Changes
Previous policy/guide – 3 optionsPrevious policy/guide – 3 options– End-of-Pipe 10 mg/l total nitrogenEnd-of-Pipe 10 mg/l total nitrogen– Model 10 mg/l at boundary & install gw wellsModel 10 mg/l at boundary & install gw wells– Model 5 mg/l at boundary & no wells neededModel 5 mg/l at boundary & no wells needed
New policy/guide – 2 optionsNew policy/guide – 2 options– End-of-Pipe 10 mg/l total nitrogenEnd-of-Pipe 10 mg/l total nitrogen– Model 10 mg/l at boundary & install gw wellsModel 10 mg/l at boundary & install gw wells
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Tertiary Treatment - DenitrificationTertiary Treatment - Denitrification
So far 3 technologies So far 3 technologies approvedapproved
11 total systems but 3 11 total systems but 3 technologiestechnologies
Fall under the heading of:Fall under the heading of:– ““Denitrification processes Denitrification processes
with supplemental substrate with supplemental substrate addition”addition”
– Carbon source addition, Carbon source addition, attached growth denitattached growth denit
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Approved Denit SystemsApproved Denit Systems
Chemical (carbon source) additionChemical (carbon source) addition– Acetic acid approved for 10 cases so farAcetic acid approved for 10 cases so far– ““Fresh” wastewater carbon source for 11thFresh” wastewater carbon source for 11th– Methanol, “Micro C”, etc. also workMethanol, “Micro C”, etc. also work
Basic concept of this type of denitBasic concept of this type of denit– Nitrify in the secondary treatment unitNitrify in the secondary treatment unit– Denitrify in subsequent unit by adding a carbon Denitrify in subsequent unit by adding a carbon
source with attached growth on a substratesource with attached growth on a substrate
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DenitrificationDenitrification
HeterotrophicHeterotrophic
BacteriaBacteria
NONO33- - + Organic Matter + Organic Matter N N22 + CO + CO2 2 + OH + OH- - + H + H22OO
NONO33-- can be reduced, under anoxic conditions, to N can be reduced, under anoxic conditions, to N22 gas gas
through heterotrophic biological denitrification as through heterotrophic biological denitrification as shown in the following unbalanced equation:shown in the following unbalanced equation:
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Approved Denit SystemsApproved Denit Systems
NAWE Denit UnitNAWE Denit Unit– Nitrified in gravel filter (typical)Nitrified in gravel filter (typical)– Denitrified in subsequent tank with carbon source Denitrified in subsequent tank with carbon source
addition & fixed growth on plastic mediaaddition & fixed growth on plastic media
FAST Denit UnitFAST Denit Unit– MicroFAST for secondary treatmentMicroFAST for secondary treatment– NitriFAST – for further nitrificationNitriFAST – for further nitrification– ABC-N – anoxic denit. ZoneABC-N – anoxic denit. Zone
Fessel Denit UnitFessel Denit Unit
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Phosphorus ChangesPhosphorus Changes
500 feet is the new 500 feet is the new trigger for when to trigger for when to evaluate for evaluate for phosphorusphosphorus– Within 500 feet of a Within 500 feet of a
surface water evaluate surface water evaluate adsorption capacity of adsorption capacity of soils for life of systemsoils for life of system
Previous policy was Previous policy was 300 to 2,640 based on 300 to 2,640 based on soil texturesoil texture
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Linear Loading RateLinear Loading Rate
Dropping the linear Dropping the linear loading rate section of loading rate section of the guide because it is the guide because it is thought that thought that groundwater mounding groundwater mounding analyses capture this analyses capture this concern for horizontal concern for horizontal movement of water movement of water more appropriately.more appropriately.
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Groundwater MoundingGroundwater Mounding
All projects must All projects must evaluate potential for evaluate potential for groundwater mounding groundwater mounding regardless of nitrogen regardless of nitrogen option chosenoption chosen
Thus all LSTS projects Thus all LSTS projects involve some level of involve some level of hydrogeo work beyond hydrogeo work beyond soils analysissoils analysis
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Hydrogeological EvaluationsHydrogeological Evaluations
Require investigations into items such as:Require investigations into items such as:– Hydraulic PermeabilityHydraulic Permeability (i.e. slug tests, pumping (i.e. slug tests, pumping
testing, laboratory tests, estimates from grain-testing, laboratory tests, estimates from grain-size distribution)size distribution)
– Aquifer (saturated) ThicknessAquifer (saturated) Thickness (deep borings, (deep borings, hydrogeologic atlas, nearby well boring records)hydrogeologic atlas, nearby well boring records)
– Specific YieldSpecific Yield (literature data, laboratory tests) (literature data, laboratory tests)
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Septic Tank Sizing ChangesSeptic Tank Sizing Changes STEP/STEG or community STEP/STEG or community
tankstanks Third option would be a Third option would be a
clarifier – continuous solids clarifier – continuous solids removalremoval
Fourth option would be an Fourth option would be an engineered design or engineered design or vendor/product-specific vendor/product-specific designdesign– Performance-basedPerformance-based
Monitor tank effluent for Monitor tank effluent for secondary treatment design secondary treatment design compliance (lbs BOD/day)compliance (lbs BOD/day)
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ConclusionConclusion
LSTSs/MSTSs are likely going to continue LSTSs/MSTSs are likely going to continue as a part of our infrastructureas a part of our infrastructure
Use LSTS Guide as starting point in designUse LSTS Guide as starting point in design Treatment is easy – getting water in ground Treatment is easy – getting water in ground
is often not easy (mounding)is often not easy (mounding) Follow the nitrogen policyFollow the nitrogen policy Plan for system management and O&MPlan for system management and O&M If designed, constructed, and operated well If designed, constructed, and operated well
– can be a viable part of our infrastructure– can be a viable part of our infrastructure
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Questions/CommentsQuestions/Comments
For more information call or email me at:For more information call or email me at:– 218/723-4837218/723-4837– Email: Email: [email protected]@pca.state.mn.us
Design Guidance for Large Subsurface Design Guidance for Large Subsurface Wastewater Treatment Systems (LSTS)Wastewater Treatment Systems (LSTS)– http://www.pca.state.mn.us/water/wastewater-engineerihttp://www.pca.state.mn.us/water/wastewater-engineeri
ng.htmlng.html Nitrogen PolicyNitrogen Policy
– http://www.pca.state.mn.us/publications/wq-wwprm1-10.http://www.pca.state.mn.us/publications/wq-wwprm1-10.pdfpdf