Review of draft evaluation of final cover (draft) · Draft - For Review Only 1.0 Introduction I...
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2029959
Reviewof
Draft Evaluation of Final CoverSunrise Mountain Landfill
Date: 12-12-2000
Prepared bySteve Dwyer, PE
13140BlackstoneRd.NEAlbuquerque, NM 87111
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Project; Sunrise Mountain Landfill (4ft)ET Cover (4ft)
Model: HELPAn US EPA model for predicting landfill hydrologic processes and testing of effectiveness of landfill designs
Author: Steve Dwyer, PE
Client: Bureau of Land Management
Location : Las Vegas, NV
11/29/2000
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1.0 Introduction
I have reviewed the "Draft Evaluation of Final Cover, Sunrise Mountain Landfill"prepared for Republic Services of Southern Nevada, Inc., prepared by SCS Engineers,dated October 2000. I have also review the associated soil data, dated November 7,2000, file no. 10.19907.01 forwarded to Mr. David Basinger, EPA from SCS Engineers.The cover was evaluated based on in-siru soil for a depth of 2-feet. The analysisperformed was for as an Evapotranspiration (ET) Cover, not as a prescriptive RCRASubtitle 'D' Cover per 40CFR258. In general, I believe SCS Engineers have done anadequate job of modeling the existing cover; however, the following concerns areaddressed.
2.0 Summary of Findings
The UNSAT-H model with the 5-wet year method is an appropriate design tool. I believethe flux rate through the cover should be the primary criteria for acceptance of the coverprofile design. The flux rate in this case simply refers to the amount of moisture thatmoves through or percolates down through the cover into the underlying waste over agiven period of time. The flux rate units are given in terms of a velocity (mm/year), but itis different than velocity because it is dependent on a number of variables other thangravity. This theory is explained further in section 3.
The flux rates derived from SCS Engineers' modeling effort (Table 1) are unacceptablyhigh. Hence, the cover is not thick enough and the soil has inadequate storage capacity.The cover has been modeled as an ET Cover. A simple way to look at the design conceptof an ET Cover is that the cover's soil acts as a sponge. The type of soil and vegetationcovering (in this case - no vegetation) determine how absorbent the sponge is. The coverdepth determines whether the sponge is thick enough to absorb the worst case or designinfiltration event(s) until the water is removed (in this case by evaporation). Refer tosections 3 through 5 for more detail.
The cover was also modeled using the "HELP" landfill water balance program. Thisprogram is the conventional model and is prevalent in much of the regulatory community.The HELP model results allowed for comparison of the UNSAT-H results. The twoprograms concur on general trends for landfill areas with high flux rates versus those withlower flux rates. Multiple depths were modeled using HELP. The cover depth wasincreased to as thick as five-feet with very little reduction in flux rate identifying thesoil's varied soil properties from landfill cover area to landfill cover area, as well as, thelimited storage capacity of the soil. Refer to sections 3 through 6 for more detail.
The cover depth modeled by SCS Engineers is two-feet. Trenching efforts from thecover characterization effort revealed that a number of the landfill cover areas have lessthan two-feet of soil cover. Refer to section 6 for more detail.
During the recent cover characterization effort, as well as, past characterization efforts,the cover soil was shown to have a high gravel/cobble content. SCS Engineers did not
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address this gravel/cobble content in the design effort. The gravel/cobble content willreduce the water storage capacity of a cover profile because rock has no practical storagecapacity. Refer to sections 7 and 8 for more detail and design suggestions for inclusionof the gravel/cobble content.
Section 8 discusses my recommendations I discuss what should be included in thedesign and what constitutes an acceptable design. This reflects my opinions and does notnecessarily reflect what the governing regulatory body will dictate.
3.0 ET Cover Concept
The ET Cover consists of a single, vegetated soil layer constructed to represent anoptimum mix of soil texture, soil thickness, and vegetation cover (Dwyer, 1997a). The ETCover is a monolithic soil layer that has adequate soil water storage capacity to retain anyinfiltrated water until it can be removed via ET (Figure 1).
ET,
T . .PrecipitationTranspiration Evaporation
Lx Runoff
Figure 1. Typical ET Cover Profile
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The concept relies on the soil to act like a sponge. Any infiltrated water is held in this"sponge" until it can be removed via ET. ET is defined as the combination of waterremoval due to both evaporation and transpiration through vegetation. Previous researchhas shown that a simple soil cover can be very effective at minimizing percolation anderosion, particularly in dry environments (Nyhan et al. 1990, Hauser et al. 1994, andDwyer 1998a).
An important advantage of ET Covers is that they are less expensive than their traditionalcounterparts. The soil used will, for economic reasons, generally come from a nearbyborrow site. This issue is probably the single most important driving force for thedeployment of these covers at present because they save large amounts of money duringconstruction. A comparison of constructed costs showed that the cost savings for an ETCover versus a Compacted Clay Cover is in excess of 50 percent (Dwyer 1998c).
Other advantages of an ET Cover system are low maintenance and relevant ease of repairfor such things as problems due to differential settlement. If differential settlementoccurs within an ET cover, more soil can be applied to the surface to bring the cover backto its original grade. With a prescriptive RCRA Cover that contains a geomembrane, anysignificant differential settlement may lead to tearing of the geomembrane and crackingin the underlying clay barrier layer. These potential flaws will typically occur at thelandfill's low point where ruptures or cracks act as a funnel for water to flow downwardsthrough the underlying waste.
The ET Cover is much easier to build and requires less quality assurance duringconstruction than its traditional counterpart (Dwyer 1998c). The ET Covers are usuallyless susceptible to side slope instability than a RCRA Cover containing a geomembranebecause they do not have a geomembrane which creates a slip plane. The ET Coverperformance also increases with time as the plant community becomes fully established,while the RCRA clay barrier layer continues to decline in its effectiveness due to barrierlayer deterioration (Suter et al. 1993, Waugh and Smith 1997, Mulder and Haven 1995).
A false assumption concerning the performance of traditional landfill covers (both RCRASubtitles 'C and Subtitle 'D' closures) is that water movement will occur under saturatedconditions. Saturated flow in the near surface, when it does occur is primarily downwardas the hydraulic gradient is largely due to gravity. Water movement however, generallyoccurs under unsaturated conditions. This is particularly the case in dry environments.For water movement in an unsaturated soil, the hydraulic gradient is comprised of bothgravity (acting downward) and matric potential differences (which can act either upwardor downward). Consequently, both upward and downward water movement is possible inunsaturated soil.
Darcy's Law can be used to represent the fundamental equation of flow for bothscenarios:
For saturated systems:Q - Ksat i A
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where: Q = flow rateKsat = saturated hydraulic conductivity
i = hydraulic gradient; (gravity and pressure potential)A = area
For unsaturated systems:Q = Kunsat i A
where: Q - flow rateKUnsat= unsaturated hydraulic conductivity
i = hydraulic gradient; (gravity and matric potential)A = area
Water moves toward regions of higher water potential and is consequently governed bygravity and matric potential equilibrium for unsaturated flow. Under saturatedconditions, the soil's matric potential is zero.
M>Total = V|/grav + XJ/matric + M>s + Va
where: \|/Totai= total soil water potentialM>grav - gravitational potential
Vmatric = matric potential\l/s = solute potentialv|/a = air pressure potential
v|/s and v|/a are generally considered to be zero for landfill cover applications, thereforethe relationship can be simplified to:
Wotal = Vgrav + Vmatric
However, in the field water movement patterns are complicated by a number of otherfactors such as climatic conditions, plants, structural voids, secondary pathways, non-homogenous soils, and hysteresis.
ET provides the mechanism to remove stored water from the cover soil layer. Water canmove upward in response to matric potential gradients induced from ET drying the upperportions of the cover soil layer. Matric potential gradients can be many orders ofmagnitude greater than the gradient component due to gravity. Evaporation from thesurface will decrease the water content and increase the matric potential of the soil,resulting in an upward matric potential gradient and inducing upward flow.
4.0 UNSAT-H Modeling by SCS Engineers
The design tool SCS Engineers have chosen is a numerical model named "UNSAT-H".This is an unsaturated flow model that can be used to model an ET Cover system. Themodeled data took two different approaches. SCS Engineers modeled each areaseparately using the same weather data with soil data taken from samples from eachrespective area. Six areas were modeled: the top deck, top deck's side slopes, eastern
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perimeter, eastern southern flats, western southern flats, and the asbestos area. The firstapproach modeled the cover areas over a 30-year period using weather data from 1977 to1990 repeated. Representative soil samples from each of the six landfill cover areas wereused as input data for the unsaturated properties of the soil. The unsaturated soilproperties found in the soil data analysis provided by SCS Engineers as tested by DBStephens seem reasonable. The unsaturated properties of soils taken from the SunriseMountain Landfill cover tested several years ago (Dwyer 1997b) are within the envelopeof the data in this report. The second approach took the wettest year and ran it fiveconsecutive years. It did not add to the precipitation in any of the years, just put the samewet year five years in a row. I prefer the five wet years approach because it is moreconservative than the first approach.
The weather data (precipitation) was inputted as a daily value. The model essentiallyintegrates this daily value over the 24-hour period. This is a conservative approach forinfiltration from a modeling perspective - not necessarily from a reality perspective. Ihave summarized the output data provided by SCS Engineers in Table 1.
Upper DeckUpper Deck with WasteEastern PerimeterEastern Perimeter with WasteEastern Southern FlatsEastern Southern Flats withWasteWestern Southern FlatsWestern Southern Flats withWasteTop Deck, Side SlopesTop Deck, Side Slopes withWasteAsbestos AreaAsbestos Area with Waste
HELP (30 year)By SF Dwyer
22.9823.222.151.520.680.56
1.381.41
86.0585.18
45.7045.03
UNSAT-H (30-year)By SCS Engineers
12.85
7.13
2.72
9.46
33.40
43.78
UNSAT-H (5 Wet Years)By SCS Engineers
21.88
30.58
5.42
21.06
65.10
65.38
Table 1. Average Annual Flux Rates (mm/year) through 2-Foot ET Cover
5.0 HELP Modeling
I modeled the cover profiles for the six landfill cover areas using the HydrologicEvaluation of Landfill Performance (HELP) program v.3.08 (Schroeder et al 1994) forcomparison of the UNSAT-H results. The HELP Model is a popular water balanceprogram developed with EPA funding that many design engineers and regulatorsthroughout the country use to evaluate landfill systems. Each area modeled by SCSEngineers was modeled with the HELP program with just the two-foot cover profile aswell as that cover profile with underlying municipal waste. Sometimes the addition ofwaste significantly changes the results. It did not in these cases. The results shown inTable 1 are for a two-foot thick ET Cover. The weather data used for the HELP model
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was the default parameters included in the model for the Las Vegas, Nevada area. Thesoil data used as input was taken from the same soil samples used in the UNSAT-Hmodels. The UNSAT-H model uses van Genuchten parameters derived from the soilretention curves provided in the soil data report. For the HELP model, I used the samesoil retention curves and extrapolated moisture contents from the respective curves forfield capacity taken at a matric potential head of 1/3 bar or about 330 cm and wiltingpoint taken at a matric potential head of 15 bars or about 15,000 cm. These extrapolatedparameters were then inputted into the HELP model along with the respective porosities,saturated hydraulic conductivities, initial moisture contents, surface area, slope and slopelengths. The vegetation input was default parameters provided for bare soil.
The data summarized in Table 1 reveals that the general trend of high flux rate yearscompared with low flux rate years is consistent from model to model. There issignificant difference however in the actual predicted flux rates from each model. Ibelieve that the UNSAT-H model is actually a better model for this site because it modelsthe flow as unsaturated. The difficulty of using a numerical model as a design tool for acover design such as this at Sunrise Mountain Landfill is that no model takes into accountflow through macropores where preferential flowpaths occur. This type of flow isdominant at Sunrise, especially flow through surface cracking and through localized areaswhere surface ponding has occurred.
The six landfill cover areas with and without waste were also modeled using the HELPprogram for an ET Cover thickness of 3-feet, 4-feet and 5-feet, respectively (Table 2).There was not a considerable reduction in the flux rates derived from the 2-foot coverthickness. The soil data (SCS Engineers 2000b) reveals that a number of the landfillcover areas have soil that has very little water storage capacity.
WSC = (FC- PWP)where: WSC = water storage capacity
FC = moisture content @ field capacity (1/3 bar)PWP = moisture content @ permanent wilting point (15 bars)
Landfill Cover AreaUpper DeckUpper Deck with WasteEastern PerimeterEastern Perimeter with WasteEastern Southern FlatsEastern Southern Flats with WasteWestern Southern FlatsWestern Southern Flats with WasteTop Deck, Side SlopesTop Deck, Side Slopes with WasteAsbestos AreaAsbestos Area with Waste
2 feet22.9823.222.151.520.680.561.381.41
86.0585.1845.7045.03
3 feet22.4125.14
1.871.500.750.561.381.61
86.0585.1746.1445.57
4 feet21.7724.97
1.811.500.570.681.381.71
86.0585.1845.1544.54
5 feet21.0624.17
2.341.480.560.771.382.01
86.0585.1846.3543.90
Table 2. Annual Flux Rates (mm/year) per HELP Model.
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For example, referring to the areas with the highest average flux rates, the net waterstorage capacity of the soil is very small. The storage capacity of the top deck, side slopesoil is only 1.8% while the asbestos area soil has a storage capacity of only 3%. Addingthickness to these areas with a consistent soil type will not help reduce the flux rate verymuch. Soil with a much higher water storage capacity should be used to significantlyreduce the flux rates.
Refer to the appendices for the HELP modeling results (both input and output data).Appendix A contains the cover modeled as a 2-foot thick soil cover, Appendix B - 3-footcover profile, Appendix C - 4-foot cover profile, Appendix D - 5-foot cover profile. Thecover profiles used soil properties from the same soil samples as those modeled by SCSEngineers. The weather data used was default data for the Las Vegas, Nevada areacontained in the HELP model.
6.0 Actual Cover Depth per Cover Characterization Data
The cover depth modeled by SCS Engineers is uniformly 2-feet. As can be seen fromTable 3 (Dwyer 2000a), there are a number of locations that do not have 2-feet of coversoil on them. Six locations found the bulk of waste at depths less than two-feet, anothertwo found discolored soil at depths less than two-feet, while two more found intermittentwaste at depths less than two-feet. That equates to 50% of the locations trenched on theexisting landfill cover as questionable for having sufficient soil depth to be consideredtwo-foot thick as was modeled.
Trench
100101102103104105106107108109110111112113114115
Intermittent WasteDepth (inch)
-6--
22--
34-----6--
Discolored SoilDepth (inch)
--------
34-----
2022
Bulk of WasteDepth (inch)
22423224522214403430222513222636
Table 3. Summary of Waste Depths in Trenches (Dwyer 2000b)
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7.0 Other Observations
A key piece of information omitted from the cover evaluation report (SCS Engineers2000a) is the gravel/cobble content removed from the soil samples. The laboratorytesting performed generally requires larger stones (e.g. greater than %-inch) be removed.Consequently, results are based on a soil condition without the gravel content that wasremoved. There were also large cobbles in the soil samples. The percentage of gravel/cobble removed from the soil samples must be quantified so that it can be addressed inthe cover evaluation and design.
The UNSAT-H modeling for this site is better suited than the HELP Model because of itshandling of unsaturated flow. The HELP Modeling was performed only for comparisonof the results. HELP is generally considered to be more conservative than unsaturatedmodels used.
The UNSAT-H output does have some odd results. One example centers on Runs Bl andB2. Run Bl has a flux rate of 10.1 mm/year for year 13. Run Bl is a 30-year run. RunB2 is a 5-wet year run of the same area. This flux rate of 10.1 mm/year from run Bl isgreater than all of the flux rates in run B2 even though the precipitation used for that yearin Bl is less than all of the years used in run B2.
8.0 Recommendations
I believe the modeling format approach that SCS engineers have undertaken is adequate.I think the 5-wet consecutive years approach should be used for the design basis since itis more conservative than the 30-year run method.
The flux rates revealed in the output are unacceptably high for the 2-foot cover depthmodeled. I believe that 3 mm/year is easily achievable and a minimum value that shouldbe used for acceptance of a cover depth. Refer to Table 4 below, for the flux ratesmeasured from my research site (Dwyer 2000b) in Albuquerque, NM. The ET Cover inthis project is 3.5 feet thick with typical arid vegetation covering.
Year
1997 (May 1 -Dec 31)199819992000 (Jan 1 - Jun 25)Average
Flux rates (mm/year)
Subtitle D
10.624.963.120.004.82
GCL
1.510.384.310.001.81
Subtitle C
L 0.120.300.040.000.13
CapillaryBarrier
1.620.820.850.000.87
AnisotropicBarrier
0.150.140.280.000.16
ET Cover
0.220.440.010.000.19
Table 4. Annual Flux Rates Measured at Alternative Cover Demonstration,Albuquerque, NM (Dwyer, 2000b)
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The cover depth should be determined as follows: take the depth determined by theUNSAT-H modeling that yields a flux rate of not more than 3 mm/y ear for all modeledyears - not the overall average. This depth should then be increased by the percentage ofgravel by volume determined to have been removed from the soil samples prior to theirlaboratory testing. Then take this increased depth and increase it by a factor of safety of25%. This added factor of safety would help offset inherent faults due to surfacecracking, ponding, construction inconsistencies, soil property inconsistencies, unusuallywet years, etc. The following is an example of my suggested design procedure.
EXAMPLE:
Modeling: 5 wettest year method with no annual flux rate exceeding 3 mm/year.
Depth determined = 3 ft
Gravel Content removed: 20%
Gravel content Adjusted Depth = 3 * 1.2 = 3.6 ft
Factor of safety (25%)
Design Depth = 3.6 * 1.25 = 4.5ft
References:
1. Dwyer, SF. 1997a. Large-Scale Field Study of Landfill Covers at Sandia NationalLaboratories, in Conference Proceedings: Landfill Capping in the Semi-Arid West:Problems, Perspectives, and Solutions, edited by T.D. Reynolds and R.C. Morris,held in Grand Teton National Park, Wyoming, May 1997. Sandia NationalLaboratories, Albuquerque, NM, pp. 87-107.
2. Dwyer, SF. 1997b. Sunrise Mountain Landfill Final Cover Evaluation. Report toBLM.
3. Dwyer, SF. 1998a. Alternative Landfill Covers Pass the Test, in Civil Engineering,pp. 50-52, 1998.
4. Dwyer, SF. 1998b. Construction Costs of Six Landfill Cover Designs, SAND98-1988. Sandia National Laboratories, Albuquerque, NM.
5. Dwyer, SF. 1998c. Construction Overview of Six Landfill Cover Designs, SAND99-1988, Sandia National Laboratories, Albuquerque, NM.
6. Dwyer, SF. 2000a. Sunrise Mountain Landfill Cover Characterization. DraftReport.
7. Dwyer, SF. 2000b. Alternative Landfill Cover Demonstration, FY2000 Annual DataReport. SAND2000-2427.
8. EPA. 1991. Environmental Protection Agency, Seminar Publication: Design andConstruction of RCRA/CERCLA Final Covers. EPA/625/4-91/025, May 1991.
9. Hauser, V.L., Shaw, MA, Weand, B.L. 1994. Effectiveness of Soil-VegetativeCovers for Waste Sites. In SUPERFUND XV: 15th Environmental Conference and
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Exhibition for the Hazardous Materials/Hazardous Waste Management Industry,Washington DC, Dec 1994, pp. 368-374.
10. Mulder, J. H., E. L. Haven. 1995. Solid Waste Assessment Test "SWAT" Program.Document No.: 96-1CWP, Report to the Integrated Waste Management Board,Division of Clean Water, Water Resources Control Board, California EnvironmentalProtection Agency.
11. Nyhan, J. W., T. E. Hakonson and B. J. Drennon. 1990. A Water Balance Study ofTwo Landfill Cover Designs for Semiarid Regions, in Journal of Environmental Quality,Vol. 19, pp. 281-288.
12. Schroeder, P., C. Lloyd and P. Zappi. 1994. The Hydrologic Evaluation of LandfillPerformance (HELP) Model User's Guide for Version 3.0. EPA/600/R-94/168a, U.S.Environmental Protection Agency, Cincinnati, OH.
13. SCS Engineers. 2000a. Draft Evaluation of Final Cover, Sunrise Mountain Landfill,prepared for Republic Services of Southern Nevada, Inc., prepared by SCS Engineers,dated October 2000.
14. SCS Engineers. 2000b. Draft Evaluation of Final Cover, Sunrise Mountain Landfillassociated soil data, dated November 7, 2000, file no. 10.19907.01 forwarded to Mr.David Basinger, EPA from SCS Engineers.
15. Suter, G. W., R. J. Luxmoore, and E. D. Smith. 1993. Compacted Soil Barriers atAbandoned Landfills will Fail in the Long Term, in Journal of EnvironmentalQuality, Vol. 22, pp. 217-226.
16. Waugh, W. J., G. M. Smith. 1997. Effects of Root Intrusion at the Burrell,Pennsylvania, Uranium Mill Tailings Disposal Site. GJO-97-5-TAR, GJO-LTSM-4.
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Appendices
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Appendix A
2-Foot Thick ET Cover
Landfill Areas:1. Upper Deck with waste2. Upper Deck3. Eastern Perimeter4. Eastern Perimeter with Waste5. Eastern Southern Flats6. Eastern Southern Flats with Waste7. Western Southern Flats8. Western Southern Flats with Waste9. Top Deck, Side Slopes10. Top Deck, Side Slopes with Waste11. Asbestos Area12. Asbestos Area with Waste
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Project: Sunrise Mountain Landfill (2ft)ET Cover (2ft)
Model: HELPAn US EPA model lor predicting landfill hydrologic processes and testing of effectiveness of landfill designs
Author: Steve Dwyer, PE
Client: Bureau of Land Management
Location : Las Vegas, NV
11/29/2000
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1. Profile. Upper Deck w/Waste
Model Settings[HELP] Case Settings
ParameterRunoff MethodInitial Moisture Settings
ValueModel calculatedModel calculated
Units(-)(-)
[HELP] Surface Water Settings
I ParameterI Runoff Area| Vegetation Class
Value100
Bare soil
Units(%%)
(-)
Profile Structure
Layer
jllj Sample SB-D63-B3
HS Municipal Waste (312 kg/cub.rrj)
Top ( ft)0.0000
-2.0000
Bottom { ft)-2.0000
-10.0000
Thickness { ft)2.0000
8.0000
1.1. Layer. Sample SB-D63-B3
Top Slope Length: 2000.0000Bottom Slope Length: 0.0000Top Slope: 1.7500Bottom Slope : 0.0000
[HELP] Vertical Perc. Layer Parameters
Parametertotal porosityfield capacitywilting pointsat.hydr.conductivitysubsurface inflow
Value0.3930.1620.096
0.000220
Units(vol/vol)(vol/vol)(vol/vol)(cm/sec)
(mm/year)
1.2. Layer. Municipal Waste (312 kg/cub.m)
Top Slope Length: 0.0000Bottom Slope Length: 0.0000Top Slope: 0.0000Bottom Slope : 0.0000
[HELP] Vertical Perc. Layer Parameters
Parametertotal porosityfield capacitywilting pointsat.hydr.conductivitysubsurface inflow
Value0.67100.29200.0770
86.40000000.0000
Units(vol/vol)(vol/vol)(vol/vol)(cm/day)(cm/day)
2. Profile. Upper Deck
Model Settings[HELP] Case Settings
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ParameterRunoff MethodInitial Moisture Settings
ValueModel calculatedModel calculated
Units(-){-)
[HELP] Surface Water Settings
ParameterRunoff AreaVegetation Class
Value100
Bare soil
Units(%%)
(-)
Profile Structure
Layer Top (ft)0.0000
Bottom (ft)-2.0000
Thickness (ft)2.0000
2.1. Layer. Sample SB-D63-B3
Top Slope Length: 2000.0000Bottom Slope Length. 0.0000Top Slope: 1.7500Bottom Slope : 0 0000
[HELP] Vertical Perc. Layer Parameters
i Parametertotal porosityfield capacitywilting point
( sat.hydr.conductivitysubsurface inflow
3. Profile. Eastern Perimete
Value0.3930.1620.096
0.000220
Units(vol/vol)(vol/vol)(vol/vol)(cm/sec)
(mm/year)
r
Model Settings[HELP] Case Settings
ParameterRunoff MethodInitial Moisture Settings
ValueModel calculatedModel calculated
Units(-)(-)
[HELP] Surface Water Settings
ParameterRunoff AreaVegetation Class
Value100
Bare soil
Units(%%)
(-)
Profile Structure
Layer
H Sample SB-A10-B3
Top (ft)0.0000
Bottom ( ft)-2.0000
Thickness ( ft)2.0000
3.1. Layer. Sample SB-A10-B3
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Top Slope Length: 2750.0000Bottom Slope Length: 0.0000Top Slope: 3.3000Bottom Slope : 0.0000
[HELP] Vertical Perc. Layer Parameters
Parametertotal porosityfield capacitywilting point
• sat.hydr.conductivity'subsurface inflow
4. Profile. Eastern Perimeter w/ Waste
Value0.3460.250.13
0.000150
Units(vol/vol)(vol/vol)(vol/vol)(cm/sec)
(mm/year)
Model Settings[HELP] Case Settings
j Parameter| Runoff Method| Initial Moisture Settings
ValueModel calculatedModel calculated
Units(-)(-)
[HELP] Surface Water Settings
Parameter• Runoff Area'Vegetation Class
i Value! 100i Bare soil
Units(%%)
(-)
Profile Structure
Layer
H Sample SB-A10-B3
H Municipal Waste (312 kgteufajn)
_j Top ( ft)i 0.0000
: -2.0000
Bottom ( ft)-2.0000
-10.0000
Thickness ( ft)2.0000
8.0000
4.1. Layer. Sample SB-A10-B3
Top Slope Length: 2750.0000Bottom Slope Length: 0.0000Top Slope: 3.3000Bottom Slope : 0.0000
[HELP] Vertical Perc. Layer Parameters
Parametertotal porosity
'field capacity; wilting pointsat.hydr.conductivitysubsurface inflow
Value0.3460.250.13
0.000150
Units(vol/vol)(vol/vol)(vol/vol)(cm/sec)
(mm/year)
4.2. Layer. Municipal Waste (312 kg/cub.m)
Top Slope Length: 0.0000Bottom Slope Length: 0.0000Top Slope: 0.0000Bottom Slope : 0.0000
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[HELP] Vertical Perc. Layer Parameters
Parametertotal porosityfield capacitywilting pointsathydr.conductivitysubsurface inflow
Value0.67100.29200.0770
86.40000000.0000
Units(vol/vol)(vol/vol)(vol/vol)(cm/day)(cm/day)
5. Profile. Eastern Southern Flats
Model Settings[HELP] Case Settings
ParameterRunoff MethodInitial Moisture Settings
ValueModel calculatedModel calculated
Units(-)(-)
[HELP] Surface Water Settings
I ParameterRunoff Area
; Vegetation Class
Value100
Bare soil
Units(%%)
(-)
Profile Structure
Layer
M Sample SB-B8-C3
Top ( ft)0.0000
Bottom ( ft)-2.0000
Thickness ( ft)2.0000
5.1. Layer. Sample SB-B8-C3
Top Slope Length: 2125.0000Bottom Slope Length: 0.0000Top Slope: 2.8200Bottom Slope : 0.0000
[HELP] Vertical Perc. Layer Parameters
Parametertotal porosityfield capacitywilting pointsat.hydr.conductivitysubsurface inflow
Value0.4390.2230.075
0.000120
Units(vol/vol)(vol/vol)(vol/vol)(cm/sec)
(mm/year)
6. Profile. Eastern Southern Flats w/ Waste
Model Settings[HELP] Case Settings
! Parameter] Runoff Method' Initial Moisture Settings
ValueModel calculatedModel calculated
Units(-)(-)
[HELP] Surface Water Settings
ParameterRunoff Area
Value100
Units(%%)
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Vegetation Class Bare soil
Profile Structure
Layer
H Sample SB-B8-C3WjMunicipal Waste (312 kg/cub.m)
Top ( ft)0.0000-2.0000
Bottom ( ft)-2.0000
-10.0000
Thickness ( ft)2.00008.0000
6.1. Layer. Sample SB-B8-C3
Top Slope Length: 2125.0000Bottom Slope Length: 0.0000Top Slope: 2.8200Bottom Slope: 0.0000
[HELP] Vertical Perc. Layer Parameters
' ParameterI total porosityi field capacity| wilting pointj sat.hydr.conductivity{subsurface inflow
Value0.4390.2230.075
0.000120
Units(vol/vol)(vol/vol)(vol/vol)(cm/sec)
(mm/year)
6.2. Layer. Municipal Waste (312 kg/cub.m)
Top Slope Length: 0.0000Bottom Slope Length: 0.0000Top Slope: 0.0000Bottom Slope : 0.0000
[HELP] Vertical Perc. Layer Parameters
Parametertotal porosityfield capacitywilting pointsat.hydr.conductivitysubsurface inflow
Value0.67100.292000770
86.40000000.0000
Units(vol/vol)(vol/vol)(vol/vol)(cm/day)(cm/day)
7. Profile. Western Southern Flats
Model Settings[HELP] Case Settings
ParameterRunoff MethodInitial Moisture Settings
ValueModel calculatedModel calculated
Units(-)(-)
[HELP] Surface Water Settings
| Parameteri Runoff Area[Vegetation Class
Value100
Bare soil
Units(%%)
(-)
Profile Structure
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Layer Top (ft)0.0000
Bottom (ft)-2.0000
Thickness (ft)2.0000
7.1. Layer. Sample SB-C76-C3
Top Slope Length: 2750.0000Bottom Slope Length: 0.0000Top Slope: 4.0000Bottom Slope: 0.0000
[HELP] Vertical Perc. Layer Parameters
Parametertotal porosityfield capacitywilting pointsat.hydr.conductivitysubsurface inflow
Value0.3340.180.08
0.0000510
Units(vol/vol)(vol/vol)(vol/vol)(cm/sec)
(mm/year)
8. Profile. Western Southern Flats w/ Waste
Model Settings[HELP] Case Settings
ParameterRunoff MethodInitial Moisture Settings
ValueModel calculatedModel calculated
Units(-)(-)
[HELP] Surface Water Settings
'. Parameteri Runoff Area[ Vegetation Class
Value100
Bare soil
Units(%%)
(-)
Profile Structure
Layer
fUj Sample SB-C76-C3
H Municipal Waste (312 kg/cub.m)
Top ( ft)0.0000
-2.0000
Bottom ( ft)-2.0000
-10.0000
Thickness ( ft)2.0000
8.0000
8.1. Layer. Sample SB-C76-C3
Top Slope Length: 2750.0000Bottom Slope Length: 0.0000Top Slope: 4.0000Bottom Slope : 0.0000
[HELP] Vertical Perc. Layer Parameters
Parametertotal porosityfield capacitywilting pointsat.hydr.conductivitysubsurface inflow
Value0.3340.180.08
0.0000510
Units(vol/vol)(vol/vol)(vol/vol)(cm/sec)
(mm/year)
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r8.2. Layer. Municipal Waste (312 kg/cub.m)
Top Slope Length: 0.0000Bottom Slope Length: 0.0000Top Slope: 0.0000Bottom Slope : 0.0000
[HELP] Vertical Perc. Layer Parameters
Parameteri total porosityi field capacityi wilting pointi sat.hydr.conductivityi subsurface inflow
Value0.67100.29200.0770
86.40000000.0000
Units(vol/vol)(vol/vol)(vol/vol)(cm/day)(cm/day)
9. Profile. Top Deck, Side Slopes
Model Settings[HELP] Case Settings
i ParameterRunoff MethodInitial Moisture Settings
ValueModel calculatedModel calculated
Units(-)(-)
[HELP] Surface Water Settings
ParameterRunoff AreaVegetation Class
Value100
Bare soil
Units(%%)
(-)
Profile Structure
Layer
W Sample SB-E22-B3
Top (ft)0.0000
Bottom ( ft)-2.0000
Thickness ( ft)2.0000
9.1. Layer. Sample SB-E22-B3
Top Slope Length: 1000.0000Bottom Slope Length: 0.0000Top Slope: 15.0000Bottom Slope : 0.0000
[HELP] Vertical Perc. Layer Parameters
Parametertotal porosityfield capacitywilting pointsathydr.conductivitysubsurface inflow
10. Profile. Top Deck w/ Wa
Value0.3750.1180.10
0.000410
Units(vol/vol)(vol/vol)(vol/vol)(cm/sec)
(mm/year)
ste
Model Settings[HELP] Case Settings
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ParameterRunoff MethodInitial Moisture Settings
ValueModel calculatedModel calculated
Units(-)(-)
[HELP] Surface Water Settings
ParameterRunoff AreaVegetation Class
Value100
Bare soil
Units(%%)
(-)
Profile Structure
\ Layer
i ||i Sample SB-E22-B3iHl Municipal Waste (312 kg/cub.m)
Top ( ft)0.0000-2.0000
Bottom ( ft)-2.0000
-10.0000
Thickness ( ft)2.00008.0000
10.1. Layer. Sample SB-E22-B3
Top Slope Length: 1000.0000Bottom Slope Length: 0.0000Top Slope: 15.0000Bottom Slope: 0.0000
[HELP] Vertical Perc. Layer Parameters
j ParameterI total porosityi field capacity,' wilting point; sat.hydr.conductivity•subsurface inflow
Value0.3750.1180.10
0.000410
Units(vol/vol)(vol/vol)(vol/vol)(cm/sec)
(mm/year)
10.2. Layer. Municipal Waste (312 kg/cub.m)
Top Slope Length: 0.0000Bottom Slope Length: 0.0000Top Slope: 0.0000Bottom Slope: 0.0000
[HELP] Vertical Perc. Layer Parameters
Parametertotal porosityfield capacitywilting pointsathydr.conductivitysubsurface inflow
Value0.67100.29200.0770
86.40000000.0000
Units(vol/vol)(vol/vol)(vol/vol)(cm/day)(cm/day)
11. Profile. Asbestos Area
Model Settings[HELP] Case Settings
ParameterRunoff MethodInitial Moisture Settings
ValueModel calculatedModel calculated
Units(-)(-)
[HELP] Surface Water Settings
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ParameterRunoff AreaVegetation Class
Value100
Bare soil
Units(%%)
(-)
Profile Structure
; Layer
lH Sample SB-I3-B3
Top ( ft)00000
Bottom ( ft)-2.0000
Thickness ( ft)2.0000
11.1. Layer. Sample SB-I3-B3
Top Slope Length: 500.0000Bottom Slope Length: 0.0000Top Slope: 14.0000Bottom Slope: 0.0000
[HELP] Vertical Perc. Layer Parameters
Parametertotal porosityfield capacitywilting pointsat.hydr.conductivitysubsurface inflow
Value0.3810.110.08
0.00480
Units(vol/vol)(vol/vol)(vol/vol)(cm/sec)
(mm/year)
12. Profile. Asbestos Area w/Waste
Model Settings[HELP] Case Settings
ParameterRunoff MethodInitial Moisture Settings
ValueModel calculatedModel calculated
Units(-)(-)
[HELP] Surface Water Settings
j ParameterRunoff Area
| Vegetation Class
Value100
Bare soil
Units(%%)
(-)
Profile Structure
Layer
p| Sample SB-I3-B3
MM Municipal Waste (312 kg/cub.m)
Top (ft)0.0000
-2 0000
Bottom ( ft)-2.0000
-10.0000
Thickness ( ft)2.0000
8.0000
12.1. Layer. Sample SB-I3-B3
Top Slope Length: 500.0000Bottom Slope Length: 0.0000Top Slope: 14.0000Bottom Slope : 0.0000
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[HELP] Vertical Perc. Layer Parameters
Parametertotal porosityfield capacitywilting pointsathydr.conductivitysubsurface inflow
Value0.3810.110.08
0.00480
Units(vol/vol)(vol/vol)(vol/vol)(cm/sec)
(mm/year)
12.2. Layer. Municipal Waste (312 kg/cub.m)
Top Slope Length: 0.0000Bottom Slope Length: 0.0000Top Slope: 0.0000Bottom Slope: 0.0000
[HELP] Vertical Perc. Layer Parameters
Parametertotal porosityfield capacitywilting pointsathydr.conductivitysubsurface inflow
Value0.67100.29200.0770
86.40000000.0000
Units(vol/vol)(vol/vol)(vol/vol)(cm/day)(cm/day)
![Page 27: Review of draft evaluation of final cover (draft) · Draft - For Review Only 1.0 Introduction I have reviewed the "Draft Evaluation of Final Cover, Sunrise Mountain Landfill" prepared](https://reader034.fdocuments.us/reader034/viewer/2022050418/5f8dbdb1f76c6c50803c9047/html5/thumbnails/27.jpg)
Time (years)Kuribff-raTeWater budget balance-rate
Precipitation-rate * Ihange in watenstorage-rate
-rfc- Evapotranspiratibn-rale-x- Soil water-rate
Percolation or leakance through Layer 2-rate
Upper Deck with Waste
Steve Dwyer Sunrise Mountain LandfillET Cover (2 foot)
![Page 28: Review of draft evaluation of final cover (draft) · Draft - For Review Only 1.0 Introduction I have reviewed the "Draft Evaluation of Final Cover, Sunrise Mountain Landfill" prepared](https://reader034.fdocuments.us/reader034/viewer/2022050418/5f8dbdb1f76c6c50803c9047/html5/thumbnails/28.jpg)
Time (years)~=G- Percoiatibn~bneakance"through LayerTfrate"
20
Upper Deck with Waste
Steve Dwyer Sunrise Mountain LandfillET Cover (2 foot)
![Page 29: Review of draft evaluation of final cover (draft) · Draft - For Review Only 1.0 Introduction I have reviewed the "Draft Evaluation of Final Cover, Sunrise Mountain Landfill" prepared](https://reader034.fdocuments.us/reader034/viewer/2022050418/5f8dbdb1f76c6c50803c9047/html5/thumbnails/29.jpg)
Upper Deck with Waste
Steve Dwyer Sunrise Mountain LandfillET Cover (2 foot)
![Page 30: Review of draft evaluation of final cover (draft) · Draft - For Review Only 1.0 Introduction I have reviewed the "Draft Evaluation of Final Cover, Sunrise Mountain Landfill" prepared](https://reader034.fdocuments.us/reader034/viewer/2022050418/5f8dbdb1f76c6c50803c9047/html5/thumbnails/30.jpg)
Evapotranspiration-rateSoil water-rate
recipifafion-rateange in waterfstorage-rate> > t -J Water budget balance-rate
Percolation or leakance through Layer 1-rate
Sunrise Mountain LandfillET Cover (2 foot)
![Page 31: Review of draft evaluation of final cover (draft) · Draft - For Review Only 1.0 Introduction I have reviewed the "Draft Evaluation of Final Cover, Sunrise Mountain Landfill" prepared](https://reader034.fdocuments.us/reader034/viewer/2022050418/5f8dbdb1f76c6c50803c9047/html5/thumbnails/31.jpg)
3^T>re.;Jprtetfon-rate, »».-—..•-——..— .. in J. mn^m.-p...!..)
Time (years)~=&z'_Percolation~orfeal<ance"through LayerTraTe"
Upper Deck
Steve Dwyer Sunrise Mountain LandfillET Cover (2 foot)
![Page 32: Review of draft evaluation of final cover (draft) · Draft - For Review Only 1.0 Introduction I have reviewed the "Draft Evaluation of Final Cover, Sunrise Mountain Landfill" prepared](https://reader034.fdocuments.us/reader034/viewer/2022050418/5f8dbdb1f76c6c50803c9047/html5/thumbnails/32.jpg)
i o-
i ri <
i«i!Time (years)
<^~\ P(eije6Ta]l oi|joii|eaT(ance/thro'ugh~LayeriJ-rate
Upper Deck
Steve Dwyer Sunrise Mountain LandfillET Cover (2 foot)
![Page 33: Review of draft evaluation of final cover (draft) · Draft - For Review Only 1.0 Introduction I have reviewed the "Draft Evaluation of Final Cover, Sunrise Mountain Landfill" prepared](https://reader034.fdocuments.us/reader034/viewer/2022050418/5f8dbdb1f76c6c50803c9047/html5/thumbnails/33.jpg)
Steve Dwyer Sunrise Mountain LandfillET Cover (2 foot)
![Page 34: Review of draft evaluation of final cover (draft) · Draft - For Review Only 1.0 Introduction I have reviewed the "Draft Evaluation of Final Cover, Sunrise Mountain Landfill" prepared](https://reader034.fdocuments.us/reader034/viewer/2022050418/5f8dbdb1f76c6c50803c9047/html5/thumbnails/34.jpg)
Time (years)- Runoff-rate
Water budget balance-rateEvapotranspiratiori rateSoil water-rate
recipifation-ratehange in water storage-rate
ate Percolation or leakance through Layer 1-rate
Eastern Perimeter
Sunrise Mountain LandfillET Cover (2 foot)
![Page 35: Review of draft evaluation of final cover (draft) · Draft - For Review Only 1.0 Introduction I have reviewed the "Draft Evaluation of Final Cover, Sunrise Mountain Landfill" prepared](https://reader034.fdocuments.us/reader034/viewer/2022050418/5f8dbdb1f76c6c50803c9047/html5/thumbnails/35.jpg)
Time (years)— Runoff-rate
Water budget balance-rateEvapotranspfratfon-rateSoil water-rate
Percolation or leakance through Layer 2-rate
Eastern Perimeter with Waste
jSteve Dwyer Sunrise Mountain LandfillET Cover (2 foot)
![Page 36: Review of draft evaluation of final cover (draft) · Draft - For Review Only 1.0 Introduction I have reviewed the "Draft Evaluation of Final Cover, Sunrise Mountain Landfill" prepared](https://reader034.fdocuments.us/reader034/viewer/2022050418/5f8dbdb1f76c6c50803c9047/html5/thumbnails/36.jpg)
Time (years)^^"Tercola'tion or )eakance1thrbugri 'Layer~"2-rate
Eastern Perimeter with Waste
Steve Dwyer feunrise Mountain LandfillET Cover (2 foot)
![Page 37: Review of draft evaluation of final cover (draft) · Draft - For Review Only 1.0 Introduction I have reviewed the "Draft Evaluation of Final Cover, Sunrise Mountain Landfill" prepared](https://reader034.fdocuments.us/reader034/viewer/2022050418/5f8dbdb1f76c6c50803c9047/html5/thumbnails/37.jpg)
recipitation-ratein water|stoirage-rate
"RunorFrafeWater budget balance-ratePercolation or leakance through Layer 1-rate
ivapotranspi ration-rateSoil water-rate
Eastern Southern Flats
Steve Dwyer Sunrise Mountain LandfillET Cover (2 foot)
![Page 38: Review of draft evaluation of final cover (draft) · Draft - For Review Only 1.0 Introduction I have reviewed the "Draft Evaluation of Final Cover, Sunrise Mountain Landfill" prepared](https://reader034.fdocuments.us/reader034/viewer/2022050418/5f8dbdb1f76c6c50803c9047/html5/thumbnails/38.jpg)
Time (years)~PercoWori~brTeakance~througri Layer~1 -rate"
Eastern Southern Flats
JSteve Dwyer Sunrise Mountain LandfillET Cover (2 foot)
![Page 39: Review of draft evaluation of final cover (draft) · Draft - For Review Only 1.0 Introduction I have reviewed the "Draft Evaluation of Final Cover, Sunrise Mountain Landfill" prepared](https://reader034.fdocuments.us/reader034/viewer/2022050418/5f8dbdb1f76c6c50803c9047/html5/thumbnails/39.jpg)
hangel in watertstorage-rate
\
Runott-rateWater budget balance-ratePercolation or leakance through Layer 2-rate
Fvapotranspiration-rateSoil water-rate
Eastern Southern Flats with Waste
Steve Dwyer Sunrise Mountain LandfillET Cover (2 foot)
![Page 40: Review of draft evaluation of final cover (draft) · Draft - For Review Only 1.0 Introduction I have reviewed the "Draft Evaluation of Final Cover, Sunrise Mountain Landfill" prepared](https://reader034.fdocuments.us/reader034/viewer/2022050418/5f8dbdb1f76c6c50803c9047/html5/thumbnails/40.jpg)
oo(N
OJ
>oHo
10Time (years)
"Pjercolation o"rlea"kahce"lhrough Layer~2-rate~
20
i-f-H
Eastern Southern Flats with Waste
Steve Dwyer Sunrise Mountain LandfillET Cover (2 foot)
![Page 41: Review of draft evaluation of final cover (draft) · Draft - For Review Only 1.0 Introduction I have reviewed the "Draft Evaluation of Final Cover, Sunrise Mountain Landfill" prepared](https://reader034.fdocuments.us/reader034/viewer/2022050418/5f8dbdb1f76c6c50803c9047/html5/thumbnails/41.jpg)
Steve Dwyer Sunrise Mountain LandfillET Cover (2 foot)
![Page 42: Review of draft evaluation of final cover (draft) · Draft - For Review Only 1.0 Introduction I have reviewed the "Draft Evaluation of Final Cover, Sunrise Mountain Landfill" prepared](https://reader034.fdocuments.us/reader034/viewer/2022050418/5f8dbdb1f76c6c50803c9047/html5/thumbnails/42.jpg)
Time (years)" ""Percolation or leakance through Layer l-rate n
Western Southern Flats
Steve Dwyer
L
Sunrise Mountain LandfillET Cover (2 foot)
![Page 43: Review of draft evaluation of final cover (draft) · Draft - For Review Only 1.0 Introduction I have reviewed the "Draft Evaluation of Final Cover, Sunrise Mountain Landfill" prepared](https://reader034.fdocuments.us/reader034/viewer/2022050418/5f8dbdb1f76c6c50803c9047/html5/thumbnails/43.jpg)
\;
3recTpitatfon-rateChange in water>storagepra
ateiirate
Time (years)RunoTf-fateT """ ~Water budget balance-ratePercolation or leakance through Layer 2-rate
20
-~Tv¥p6transpTratibh-rate- Soil water-rate
Western Southern Flats with Waste
Steve Dwyer Sunrise Mountain LandfillET Cover (2 foot)
![Page 44: Review of draft evaluation of final cover (draft) · Draft - For Review Only 1.0 Introduction I have reviewed the "Draft Evaluation of Final Cover, Sunrise Mountain Landfill" prepared](https://reader034.fdocuments.us/reader034/viewer/2022050418/5f8dbdb1f76c6c50803c9047/html5/thumbnails/44.jpg)
Time (years)Percolation or leakance through Cayer~2-rate
Western Southern Flats with Waste
Steve Dwyer Sunrise Mountain LandfillET Cover (2 foot)
I I
![Page 45: Review of draft evaluation of final cover (draft) · Draft - For Review Only 1.0 Introduction I have reviewed the "Draft Evaluation of Final Cover, Sunrise Mountain Landfill" prepared](https://reader034.fdocuments.us/reader034/viewer/2022050418/5f8dbdb1f76c6c50803c9047/html5/thumbnails/45.jpg)
Time (years)RunofPraleWater budget balance-rate
EvapotranspTralioh-rafeSoil water-rate
recipitatibn-rateChange in water .storage-rate
Percolation or leakance through Layer 1-rate
Top Deck, Side Slopes
Sunrise Mountain LandfillET Cover (2 foot)
![Page 46: Review of draft evaluation of final cover (draft) · Draft - For Review Only 1.0 Introduction I have reviewed the "Draft Evaluation of Final Cover, Sunrise Mountain Landfill" prepared](https://reader034.fdocuments.us/reader034/viewer/2022050418/5f8dbdb1f76c6c50803c9047/html5/thumbnails/46.jpg)
Time (years)PefcoTatiori~b71eakancelhrough Layer~1-rate
Top Deck, Side Slopes
Steve Dwyer [Sunrise Mountain LandfillET Cover (2 foot)
![Page 47: Review of draft evaluation of final cover (draft) · Draft - For Review Only 1.0 Introduction I have reviewed the "Draft Evaluation of Final Cover, Sunrise Mountain Landfill" prepared](https://reader034.fdocuments.us/reader034/viewer/2022050418/5f8dbdb1f76c6c50803c9047/html5/thumbnails/47.jpg)
pecipTfation-ratein water|storage-rate
vapotranspiration-rateSoil water-rate
Kunorr-rateWater budget balance-ratePercolation or leakance through Layer 2-rate
Top Deck, Side Slopes with Waste
Steve Dwyer Sunrise Mountain LandfillET Cover (2 foot)
![Page 48: Review of draft evaluation of final cover (draft) · Draft - For Review Only 1.0 Introduction I have reviewed the "Draft Evaluation of Final Cover, Sunrise Mountain Landfill" prepared](https://reader034.fdocuments.us/reader034/viewer/2022050418/5f8dbdb1f76c6c50803c9047/html5/thumbnails/48.jpg)
Top Deck, Side Slopes with Waste
Steve Dwyer Sunrise Mountain LandfillET Cover (2 foot)
![Page 49: Review of draft evaluation of final cover (draft) · Draft - For Review Only 1.0 Introduction I have reviewed the "Draft Evaluation of Final Cover, Sunrise Mountain Landfill" prepared](https://reader034.fdocuments.us/reader034/viewer/2022050418/5f8dbdb1f76c6c50803c9047/html5/thumbnails/49.jpg)
recTpilatibn-rali;hange in waterfstoj-age-rate L
iter-rate.
•^""Runoff-ratef- Water budget balance-rate
Percolation or.leakance through Layer 1-rate
-jfc^~Evapolransplration-rateSoil water-rate
Asbestos Area
Steve Dwyer Sunrise Mountain LandfillET Cover (2 foot)
![Page 50: Review of draft evaluation of final cover (draft) · Draft - For Review Only 1.0 Introduction I have reviewed the "Draft Evaluation of Final Cover, Sunrise Mountain Landfill" prepared](https://reader034.fdocuments.us/reader034/viewer/2022050418/5f8dbdb1f76c6c50803c9047/html5/thumbnails/50.jpg)
Time (years)
^- Percoratron~bflea"kance~~fhroughTayer 1-rate
Asbestos Area
Sunrise Mountain LandfillET Cover (2 foot)
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Time (years)- Runoff-rale
Water budget balance-ratePercolation or leakance through Layer 2-rate
vapo transpiration-raleSoil water-rate
tion-rate |hangeS in waterstorage-rate
Asbestos Area with Waste
Sunrise Mountain LandfillET Cover (2 foot)
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Asbestos Area with Waste
Time (years)
Percolation or.leakance througTrLayef~2-rate~
Steve Dwyer Sunrise Mountain LandfillET Cover (2 foot)
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Appendix B
3-Foot Thick ET Cover
Landfill Areas:1. Upper Deck with Waste2. Upper Deck3. Eastern Perimeter4. Eastern Perimeter with Waste5. Eastern Southern Flats6. Eastern Southern Flats with Waste7. Western Southern Flats8. Western Southern Flats with Waste9. Top Deck, Side Slopes10. Top Deck, Side Slopes with Waste11. Asbestos Area12. Asbestos Area with Waste
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Project: Sunrise Mountain Landfill (3ft)ET Cover (3ft)
Model: HELPAn US EPA model for predicting landfill hydrologic processes and testing of effectiveness of landfill designs
Author: Steve Dwyer, PE
Client: Bureau of Land Management
Location : Las Vegas, NV
11/29/2000
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1. Profile. Upper Deck w/ Waste
Model Settings[HELP] Case Settings
| Parameteri Runoff Method! Initial Moisture Settings
ValueModel calculatedModel calculated
Units(-)(-)
[HELP] Surface Water Settings
ParameterRunoff AreaVegetation Class
Value100
Bare soil
Units(%%)
(-)
Profile Structure
Layer
HI Sample SB-D63-B3
m JWujiicipjJl Waste (312 kg/cub.m)
Top (ft)0.0000
-3.0000
Bottom ( ft)-3.0000
-10.0000
Thickness ( ft)3.0000
7.0000
1.1. Layer. Sample SB-D63-B3
Top Slope Length: 2000.0000Bottom Slope Length: 0.0000Top Slope: 1.7500Bottom Slope : 0.0000
[HELP] Vertical Perc. Layer Parameters
Parametertotal porosityfield capacitywilting pointsat.hydr.conductivitysubsurface inflow
Value0.3930.1620.096
0.000220
Units(vol/vol)(vol/vol)(vol/vol)(cm/sec)
(mm/year)
1.2. Layer. Municipal Waste (312 kg/cub.m)
Top Slope Length: 0.0000Bottom Slope Length: 0.0000Top Slope: 0.0000Bottom Slope : 0.0000
[HELP] Vertical Perc. Layer Parameters
I Parameter'total porosity'field capacitywilting pointsathydr.conductivity
[subsurface inflow
Value0.67100.29200.0770
86.40000000.0000
Units(vol/vol)(vol/vol)(vol/vol)(cm/day)(cm/day)
2. Profile. Upper Deck
Model Settings[HELP] Case Settings
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! ParameterRunoff Method
1 Initial Moisture Settings
ValueModel calculatedModel calculated
Units(-)(-)
[HELP] Surface Water Settings
i Parameter•Runoff AreaVegetation Class
Value100
Bare soil
Units(%%)
(-)
Profile Structure
! Layer
WW Sample SB-D63-B3
Top ( ft)0.0000
Bottom ( ft)-3.0000
Thickness ( ft)3.0000
2.1. Layer. Sample SB-D63-B3
Top Slope Length: 2000.0000Bottom Slope Length: 0.0000Top Slope: 1.7500Bottom Slope : 0.0000
[HELP] Vertical Perc. Layer Parameters
| Parameter{total porosityj field capacitywilting pointsat.hydr.conductivity
[subsurface inflow
3. Profile. Eastern Perimete
Value0.3930.1620.096
0.000220
Units(vol/vol)(vol/vol)(vol/vol)(cm/sec)
(mm/year)
r
Model Settings[HELP] Case Settings
\ ParameterI Runoff Methodj Initial Moisture Settings
ValueModel calculatedModel calculated
Units(-)(-)
[HELP] Surface Water Settings
Parameter.Runoff AreaVegetation Class
Value100
Bare soil
Units(%%)
(-)
Profile Structure
'. Layer
t^A Sample SB-A10-B3
Top (ft)0.0000
Bottom ( ft)-3.0000
Thickness ( ft)3.0000
3.1. Layer. Sample SB-A10-B3
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Top Slope Length: 2750.0000Bottom Slope Length: 0.0000Top Slope: 3.3000Bottom Slope: 0.0000
[HELP] Vertical Perc. Layer Parameters
Parameteri total porosityfield capacitywilting pointsat.hydr.conductivitysubsurface inflow
4. Profile. Eastern Perimeter w/Waste
Value0.3460.250.13
0.000150
Units(vol/vol)(vol/vol)(vol/vol)(cm/sec)
(mm/year)
Model Settings[HELP] Case Settings
ParameterRunoff MethodInitial Moisture Settings
ValueModel calculatedModel calculated
Units(-)(-)
[HELP] Surface Water Settings
Parameter, Runoff AreaVegetation Class
Value100
Bare soil
Units(%%)
(-)
Profile Structure
Layer
P| Sample SB-A10-B3H Municipal Waste (312 kq/cub.m)
Top (ft)0.0000-3.0000
Bottom ( ft)-3.0000
-10.0000
Thickness ( ft)3.00007.0000
4.1. Layer. Sample SB-A10-B3
Top Slope Length: 2750.0000Bottom Slope Length: 0.0000Top Slope: 3.3000Bottom Slope : 0.0000
[HELP] Vertical Perc. Layer Parameters
'. Parametertotal porosity.field capacitywilting pointsat.hydr.conductivitysubsurface inflow
Value0.3460.250.13
0.000150
Units(vol/vol)(vol/vol)(vol/vol)(cm/sec)
(mm/year)
4.2. Layer. Municipal Waste (312 kg/cub.m)
Top Slope Length: 0.0000Bottom Slope Length: 0.0000Top Slope: 0.0000Bottom Slope : 0.0000
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[HELP] Vertical Perc. Layer Parameters
Parametertotal porosityfield capacitywilting pointsathydr.conductivitysubsurface inflow
Value0.67100.29200.0770
86.40000000.0000
Units(vol/vol)(vol/vol)(vol/vol)(cm/day)(cm/day)
5. Profile. Eastern Southern Flats
Model Settings[HELP] Case Settings
ParameterRunoff MethodInitial Moisture Settings
ValueModel calculatedModel calculated
Units(-)(-)
[HELP] Surface Water Settings
ParameterRunoff AreaVegetation Class
Value100
Bare soil
Units(%%)
(-)
Profile Structure
Layer
pie SB-B8-C3
Top (ft)0.0000
Bottom (ft)-3.0000
Thickness (ft)3.0000
5.1. Layer. Sample SB-B8-C3
Top Slope Length: 2125.0000Bottom Slope Length: 0.0000Top Slope: 2.8200Bottom Slope: 0.0000
[HELP] Vertical Perc. Layer Parameters
\ Parameter| total porosity.field capacity'wilting point: sat.hydr.conductivitysubsurface inflow
Value0.4390.2230.075
0.000120
Units(vol/vol)(vol/vol)(vol/vol)(cm/sec)
(mm/year)
6. Profile. Eastern Southern Flats w/ Waste
Model Settings[HELP] Case Settings
ParameterRunoff MethodInitial Moisture Settings
ValueModel calculatedModel calculated
Units(-)(-)
[HELP] Surface Water Settings
ParameterRunoff Area
Value100
Units(%%)
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! Vegetation Class Bare soil
Profile Structure
Layer
!|ij Sample SB-B8-C3Irfqjuiunieipai Waste (312 kg/cub.m)
Top ( ft)0.0000-3.0000
Bottom ( ft)-3.0000
-10.0000
Thickness ( ft)3.00007.0000
6.1. Layer. Sample SB-B8-C3
Top Slope Length: 2125.0000Bottom Slope Length: 0.0000Top Slope: 2.8200Bottom Slope : 0.0000
[HELP] Vertical Perc. Layer Parameters
Parametertotal porosityfield capacitywilting pointsat.hydr.conductivitysubsurface inflow
Value0.4390.2230.075
0.000120
Units(vol/vol)(vol/vol)(vol/vol)(cm/sec)
(mm/year)
6.2. Layer. Municipal Waste (312 kg/cub.m)
Top Slope Length: 0.0000Bottom Slope Length: 0.0000Top Slope: 0.0000Bottom Slope : 0.0000
[HELP] Vertical Perc. Layer Parameters
Parametertotal porosityfield capacitywilting pointsat.hydr.conductivitysubsurface inflow
Value0.67100.29200.0770
86.40000000.0000
Units(vol/vol)(vol/vol)(vol/vol)(cm/day)(cm/day)
7. Profile. Western Southern Flats
Model Settings[HELP] Case Settings
ParameterRunoff MethodInitial Moisture Settings
ValueModel calculatedModel calculated
Units(-)(-)
[HELP] Surface Water Settings
ParameterRunoff AreaVegetation Class
Value100
Bare soil
Units(%%)
(-) !
Profile Structure
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Layer Top (ft)0.0000
Bottom (ft)-3.0000
Thickness (ft)3.0000
7.1. Layer. Sample SB-C76-C3
Top Slope Length: 2750.0000Bottom Slope Length: 0.0000Top Slope: 4.0000Bottom Slope : 0 0000
[HELP] Vertical Perc. Layer Parameters
I ParameterI total porosityI field capacityj wilting point• sat.hydr.conductivity^subsurface inflow
Value0.3340.180.08
0.0000510
Units(vol/vol)(vol/vol)(vol/vol)(cm/sec)
(mm/year)
8. Profile. Western Southern Flats w/ Waste
Model Settings[HELP] Case Settings
'• ParameterRunoff MethodInitial Moisture Settings
ValueModel calculatedModel calculated
Units(-)(-)
[HELP] Surface Water Settings
ParameterRunoff AreaVegetation Class
Value100
Bare soil
Units(%%)
(-)
Profile Structure
Layer
pi Sample SB-C76-C3
fiM Municipal Waste (312 kg/cub.m)
Top ( ft)0.0000
-3.0000
Bottom ( ft)-3.0000
-10.0000
Thickness ( ft)3.0000
7.0000
8.1. Layer. Sample SB-C76-C3
Top Slope Length: 2750.0000Bottom Slope Length: 0.0000Top Slope: 4.0000Bottom Slope : 0.0000
[HELP] Vertical Perc. Layer Parameters
Parametertotal porosity
i field capacity, wilting point1 sathydr.conductivity1 subsurface inflow
Value0.3340.180.08
0.0000510
Units(vol/vol)(vol/vol)(vol/vol)(cm/sec)
(mm/year)
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8.2. Layer. Municipal Waste (312 kg/cub.m)
Top Slope Length: 0.0000Bottom Slope Length: 0.0000Top Slope: 0.0000Bottom Slope: 0.0000
[HELP] Vertical Perc. Layer Parameters
Parametertotal porosityfield capacitywilting pointsathydr.conductivitysubsurface inflow
Value0.67100.29200.0770
86.40000000.0000
Units(vol/vol)(vol/vol)(vol/vol)(cm/day)(cm/day)
9. Profile. Top Deck, Side Slopes
Model Settings[HELP] Case Settings
ParameterRunoff MethodInitial Moisture Settings
ValueModel calculatedModel calculated
Units(-)(-)
[HELP] Surface Water Settings
ParameterRunoff AreaVegetation Class
Value100
Bare soil
Units(%%)
(-)
Profile Structure
Layer
WH Sample SB-E22-B3
Top (ft)0.0000
Bottom ( ft)-3.0000
Thickness ( ft)3.0000
9.1. Layer. Sample SB-E22-B3
Top Slope Length: 1000.0000Bottom Slope Length: 0.0000Top Slope: 15.0000Bottom Slope: 0.0000
[HELP] Vertical Perc. Layer Parameters
| Parameter'total porosity! field capacity! wilting pointi sat.hydr.conductivity^subsurface inflow
Value0.3750.1180.10
0.000410
Units(vol/vol)(vol/vol)(vol/vol)(cm/sec)
(mm/year)
10. Profile. Top Deck w/Waste
Model Settings[HELP] Case Settings
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ParameterRunoff MethodInitial Moisture Settings
ValueModel calculatedModel calculated
Units(-)(-)
[HELP] Surface Water Settings
ParameterRunoff AreaVegetation Class
Value100
Bare soil
Units(%%)
(-)
Profile Structure
Layer
P§ Sample SB-E22-B3
P j Mqnicipal Waste .(3.1 2 kqtoub.m)
Top (ft)0.0000
-3.0000
Bottom ( ft)-3.0000
-10.0000
Thickness ( ft)3.0000
7.0000
10.1. Layer. Sample SB-E22-B3
Top Slope Length: 1000.0000Bottom Slope Length: 0.0000Top Slope: 15.0000Bottom Slope : 0.0000
[HELP] Vertical Perc. Layer Parameters
Parametertotal porosityfield capacitywilting pointsat.hydr.conductivitysubsurface inflow
Value0.3750.1180.10
0.000410
Units(vol/vol)(vol/vol)(vol/vol)(cm/sec)
(mm/year)
10.2. Layer. Municipal Waste (312 kg/cub.m)
Top Slope Length: 0.0000Bottom Slope Length: 0.0000Top Slope: 0.0000Bottom Slope : 0.0000
[HELP] Vertical Perc. Layer Parameters
Parametertotal porosityfield capacitywilting pointsat.hydr.conductivitysubsurface inflow
Value0.67100.29200.0770
86.40000000.0000
Units(vol/vol)(vol/vol)(vol/vol)(cm/day)(cm/day)
11. Profile. Asbestos Area
Model Settings[HELP] Case Settings
ParameterRunoff MethodInitial Moisture Settings
ValueModel calculatedModel calculated
Units(-)(-)
[HELP] Surface Water Settings
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ParameterRunoff AreaVegetation Class
Value100
Bare soil
Units(%%)
(-)
Profile Structure
\ Layer
iW_S.arrjDle SB-I3-B3
Top ( ft)0.0000
Bottom ( ft)-3.0000
Thickness ( ft)3.0000
11.1. Layer. Sample SB-I3-B3
Top Slope Length: 500.0000Bottom Slope Length: 0.0000Top Slope: 14.0000Bottom Slope : 0.0000
[HELP] Vertical Perc. Layer Parameters
Parametertotal porosityfield capacitywilting pointsat.hydr.conductivitysubsurface inflow
Value0.3810.110.08
0.00480
Units(vol/vol)(vol/vol)(vol/vol)(cm/sec)
(mm/year)
12. Profile. Asbestos Area w/ Waste
Model Settings[HELP] Case Settings
ParameterRunoff MethodInitial Moisture Settings
ValueModel calculatedModel calculated
Units(-)(-)
[HELP] Surface Water Settings
ParameterRunoff AreaVegetation Class
Value100
Bare soil
Units(%%)
(-)
Profile Structure
\ Layer
fail Sample SB-I3-B3
!rW Municipal Waste (312 kg/cub.m)
Top ( ft)0.0000
-3.0000
Bottom ( ft)-3.0000
-10.0000
Thickness ( ft)3.0000
7.0000
12.1. Layer. Sample SB-I3-B3
Top Slope Length: 500.0000Bottom Slope Length: 0.0000Top Slope: 14.0000Bottom Slope : 0.0000
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[HELP] Vertical Perc. Layer Parameters
Parametertotal porosityfield capacitywilting pointsat.hydr.conductivitysubsurface inflow
Value0.3810.110.08
0.00480
Units(vol/vol)(vol/vol)(vol/vol)(cm/sec)
(mm/year)
12.2. Layer. Municipal Waste (312 kg/cub.m)
Top Slope Length: 0.0000Bottom Slope Length: 0.0000Top Slope: 0.0000Bottom Slope: 0.0000
[HELP] Vertical Perc. Layer Parameters
Parametertotal porosityfield capacitywilting pointsat.hydr.conductivitysubsurface inflow
Value0.67100.29200.0770
86.40000000.0000
Units(vol/vol)(vol/vol)(vol/vol)(cm/day)(cm/day)
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i precipitation-rateEvapotranspiration-rate
,So,l,water-rate j
Time (years)' V- Percolation or leakance through Layer 2-rate
20
Change in water storage-rateSnowwater-rate
Runott-rateWater budget balance-rate
Upper Deck with Waste
Steve Dwyer Sunrise Mountain LandfillET Cover (3 foot)
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Time (years)"Percolation orTea"karice througrf L~ayer~2:rlfe~
Upper Deck with Waste
Steve Dwyer Sunrise Mountain LandfillET Cover (3 foot)
L L L_ L L
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hangem wat-*- Snowwater-rate
Water budget balance-rate-_ Percolation or leakance through Layer 1-rate
Evapotransplrafibn-rateSoil water-rate
Upper Deck
Steve Dwyer Sunrise Mountain LandfillET Cover (3 foot)
L. I_
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-percoTaliori~6rTeakance through CayeTTrate
Upper Deck
Steve Dwyer Sunrise Mountain LandfillET Cover (3 foot)
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Change in water storage-ratSnow water-rate
• 3—i—S Water budget balance-ratePercolation or leakance through Layer 1-rate
Hvapotranspiration-rafeSoil water-rate
Eastern Perimeter
Steve Dwyer Sunrise Mountain LandfillET Cover (3 foot)
L I _. l , _ _ L L L
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Time (years)"Percolation orTeakaricelhrough Layer~1 rate~
Eastern Perimeter
Steve Dwyer Sunrise Mountain LandfillET Cover (3 foot)
: L L
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10
—H rr —r~~~ strrrar" ~^~£- -s rr-—T^recTpltafitfrFrafei**"!"'v g;."»»»*'•Change in water storage^fate ~"™«sH" -Snowwater-rate a *
Time (years)
"Runoff-rate"Water budget balance-ratePercolation or leakance through Layer 2-rate
20
Evapotranspiration-rafeSoil water-rate
Eastern Perimeter with Waste
Steve Dwyer Sunrise Mountain LandfillET Cover (3 foot)
_ L L_ L
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Time (years)3ercoTaTion"orTeal<anceTh"rough Layer 2-fate"
Eastern Perimeter with Waste
Steve Dwyer Sunnse Mountain LandfillET Cover (3 foot)
L _ L L L_ L . . I _
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Evapotranspiration-rateSoil water-rateChange in water storage-rateiM4=JE
Snow water-rateWater budget balance-rate _Percolation or leakance through Layer 1-rate
astern Southern Flats
Sunrise Mountain LandfillET Cover (3 foot)
L_ L _ I ,. L _
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-»*| PrecTpTfatlotfrate
Time (years)"Percolafron~brTeakance~fhrougrTLayer"T-rate~
20
Eastern Southern Flats
Steve Dwyer Sunnse Mountain LandfillET Cover (3 foot)
L _.
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Change in water storage-rafe *|_ -*- Snow water-rate I -4»
-&- Evapotranspiration-rafe"Water budget balance-rate -*- Soil water-rate
—^__ Percolation or leakance through Layer 2-rate
Eastern Southern Flats with Waste
Steve Dwyer Sunrise Mountain LandfillET Cover (3 foot)
L L _
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Time (years)
efco(alion"br"reakance trTrough LayeT~2Trate
Eastern Southern Flats with Waste
Steve Dwyer Sunrise Mountain LandfillET Cover (3 foot)
L L L
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' Freclpltatiorf-raTeT1 Change in water storage-rate1" *rJls
J Snowwater-rate _ ' ''
' -9-L Runoff-rate-' Water budget balance-rate- Percolation or leakance through Layer 1-rate
Evapotranspiratioh-rateSoil water-rate
—
Western Southern Flats
Steve Dwyer Sunrise Mountain LandfillET Cover (3 foot)
I _ L
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Time (years):)ercoTatio7i or leakance thTougrt Layef~T-rate~
Western Southern Flats
Steve Dwyer Sunrise Mountain LandfillET Cover (3 foot)
L L _ I __ I L L_ L _ L
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-llF-'Tre'cTpitation-rateChange in water storage-rateSnow water-rate
Water budget balance-ratePercolation or leakance through Layer 2-rate
'Evapofranspiratron-rafe"Soil water-rate
Western Southern Flats with Waste
Steve Dwyer Sunrise Mountain LandfillET Cover (3 foot)
L _ L _ L
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Time (years)
~Percolatiori~brTeakanceThrough Layer 2-rate~
Western Southern Flats with Waste
Steve Dwyer Sunrise Mountain LandfillET Cover (3 foot)
L _ I L_ L _ L I
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"Ffecipitation-rate-V1-' Change in water storage-rate-*- Snow water-rate
"•"Runoff-rate"Water budget balance-ratePercolation or leakance through Layer 1-rate
EvapotranspiratTon-raTe""Soil water-rate
Top Deck, Side Slopes
Steve Dwyer ISunrise Mountain LandfillT Cover (3 foot)
L I _ L
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Precipitation-rate
Time (years)
"PercolaHorToTTeakance through Layer 1-rate
Top Deck, Side Slopes
Steve Dwyer Sunnse Mountain LandfillET Cover (3 foot)
L L _ L_ L _
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I
-*
Precipitation-rateChange in water storage-rateSnow water-rate
10Time (years)
"RuribfPrate"Water budget balance-rate 'Percolation or leakance through Layer 2-rate
20
Evapotranspiration-rateSoil water-rate
Top Deck, Side Slopes with Waste
Steve Dwyer Sunrise Mountain LandfillET Cover (3 foot)
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"Percolation oiTea'kance through Layer 2-rate
Li.,,.
jTop Deck, Side Slopes with Waste
Steve Dwyer Sunrise Mountain LandfillET Cover (3 foot)
L_ L l__ L _
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~m\ Frddiplfafibn-rate-'isi ^^S i Evapotranspiratfon-rafeSoil water-rate^Water budget balance-rate
.Percolation or leakance through Layer 1-rate-*•}1 Snow water-rate , , ^Jbrnt
Asbestos Area
Steve DwyerSunrise Mountain LandfillET Cover (3 foot)
L _ L _ _ L L _ L
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Time (years)
"Pe1icbTafiori"oTTeakariceTh"rough CayeT'T-rate~
Asbestos Area
Steve Dwyer Sunnse Mountain LandfillET Cover (3 foot)
L _ L
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" " •" -t *i_ i""tf
FrecipTtatTon-rateChange in water storage-rateSnow water-rate
Time (years)20
"RunofPrateWater budget balance-ratePercolation or leakance through Layer 2-rate
fcvapotranspirafioh-rafeSoil water-rate
Asbestos Area with Waste
Steve Dwyer Sunrise Mountain LandfillET Cover (3 foot)
L i L L_
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Time (years)leakanceTfirough Layers-rate""
\sbestos Area with Waste
Steve Dwyer Sunrise Mountain LandfillET Cover (3 foot)
L L. L
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Appendix C
4-Foot Thick ET Cover
Landfill Areas:1. Upper Deck with Waste2. Upper Deck3. Eastern Perimeter4. Eastern Perimeter with Waste5. Eastern Southern Flats6. Eastern Southern Flats with Waste7. Western Southern Flats8. Western Southern Flats with Waste
_,9._ Top Deck, Side Slopes10. Top Deck, SideJSlopes with Waste11. Asbestos Area12. Asbestos Area with Waste
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1. Profile. Upper Deck w/ Waste
Model Settings[HELP] Case Settings
ParameterRunoff MethodInitial Moisture Settings
ValueModel calculatedModel calculated
Units(-)(-)
[HELP] Surface Water Settings
ParameterRunoff AreaVegetation Class
Value100
Bare soil
Units(%%)
(-)
Profile Structure
Layer
IS Sample SB-D63-B3H Municipal Waste (312 kg/cub.m)
Top ( ft)0.0000
-4 0000
Bottom ( ft)-4.0000-10.0000
Thickness ( ft)4.0000
6.0000
1.1. Layer. Sample SB-D63-B3
Top Slope Length: 2000.0000Bottom Slope Length: 0.0000Top Slope: 1.7500Bottom Slope : 0.0000
[HELP] Vertical Perc. Layer Parameters
i Parameter' total porosity.field capacity| wilting point; sat.hydr.conductivityi subsurface inflow
Value0.3930.1620.096
0.000220
Units(vol/vol)(vol/vol)(vol/vol)(cm/sec)
(mm/year)
1.2. Layer. Municipal Waste (312 kg/cub.m)
Top Slope Length: 0.0000Bottom Slope Length: 0.0000Top Slope: 0.0000Bottom Slope: 0.0000
[HELP] Vertical Perc. Layer Parameters
Parametertotal porosityfield capacitywilting pointsat.hydr.conductivitysubsurface inflow
Value0.67100.29200.0770
86.40000000.0000
Units(vol/vol)(vol/vol)(vol/vol)(cm/day)(cm/day)
2. Profile. Upper Deck
Model Settings[HELP] Case Settings
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ParameterRunoff MethodInitial Moisture Settings
ValueModel calculatedModel calculated
Units(-)(-)
[HELP] Surface Water Settings
Parameter•Runoff AreaVegetation Class
Value100
Bare soil
Units(%%)
(-)
Profile Structure
Layer
ES Sample SB-D63-B3
Top (ft)0.0000
Bottom ( ft)-4.0000
Thickness ( ft)4.0000
2.1. Layer. Sample SB-D63-B3
Top Slope Length: 2000.0000Bottom Slope Length: 0.0000Top Slope: 1.7500Bottom Slope: 0.0000
[HELP] Vertical Perc. Layer Parameters
Parameteri total porosityfield capacitywilting pointsat.hydr.conductivitysubsurface inflow
3. Profile. Eastern Perimete
Value0.3930.1620.096
0.000220
Units(vol/vol)(vol/vol)(vol/vol)(cm/sec)
(mm/year)
r
Model Settings[HELP] Case Settings
ParameterRunoff MethodInitial Moisture Settings
ValueModel calculatedModel calculated
Units(-)(-)
[HELP] Surface Water Settings
ParameterRunoff AreaVegetation Class
Value100
Bare soil
Units(%%)
(-)
Profile Structure
Layer
Sample SB-A10-B3
Top (ft)0.0000
Bottom (ft)-4.0000
Thickness (ft)4.0000
3.1. Layer. Sample SB-A10-B3
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Top Slope Length: 2750.0000Bottom Slope Length: 0.0000Top Slope: 3.3000Bottom Slope: 0.0000
[HELP] Vertical Perc. Layer Parameters
! - Parameter.•total porosityfield capacity'wilting pointsat.hydr.conductivitysubsurface inflow
Value0.3460.250.13
0.000150
Units(vol/vol)(vol/vol)(vol/vol)(cm/sec)
(mm/year)
4. Profile. Eastern Perimeter w/ Waste
Model Settings[HELP] Case Settings
I Parameter. Runoff Method'initial Moisture Settings
ValueModel calculatedModel calculated
' Units(-)(-)
[HELP] Surface Water Settings
i ParameterI Runoff Area'Vegetation Class
Value100
Bare soil
Units(%%)
(-)
Profile Structure
Layer
i HI Sample SB-A10-B3
iH Municipal Waste (312 kg/cub.m)
Top ( ft)0.0000
-4.0000
Bottom ( ft)-4.0000
-10.0000
Thickness ( ft)4.0000
6.0000
4.1. Layer. Sample SB-A10-B3
Top Slope Length: 2750.0000Bottom Slope Length: 0.0000Top Slope: 3.3000Bottom Slope : 0.0000
[HELP] Vertical Perc. Layer Parameters
Parametertotal porosityfield capacitywilting pointsat.hydr.conductivity
'subsurface inflow
Value0.3460.250.13
0.000150
Units(vol/vol)(vol/vol)(vol/vol)(cm/sec)
(mm/year)
4.2. Layer. Municipal Waste (312 kg/cub.m)
Top Slope Length: 0.0000Bottom Slope Length: 0.0000Top Slope: 0.0000Bottom Slope : 0.0000
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[HELP] Vertical Perc. Layer Parameters
Parametertotal porosityfield capacitywilting pointsat.hydr.conductivitysubsurface inflow
Value0.67100.29200.0770
86.40000000.0000
Units(vol/vol)(vol/vol)(vol/vol)(cm/day)(cm/day)
5. Profile. Eastern Southern Flats
Model Settings[HELP] Case Settings
Parameter; Runoff Method'. Initial Moisture Settings
ValueModel calculatedModel calculated
Units(-)(-)
[HELP] Surface Water Settings
ParameterRunoff Area
• Vegetation Class
Value100
Bare soil
Units(%%)
(-)
Profile Structure
Layer
8 Sample SB-B8-C3
Top ( ft)0.0000
Bottom ( ft)-4.0000
Thickness ( ft)4.0000
5.1. Layer. Sample SB-B8-C3
Top Slope Length: 2125.0000Bottom Slope Length: 0 0000Top Slope: 2.8200Bottom Slope: 0.0000
[HELP] Vertical Perc. Layer Parameters
Parameteri total porosity'field capacity! wilting point' sat.hydr.conductivity[subsurface inflow
Value0.4390.2230.075
0000120
Units(vol/vol)(vol/vol)(vol/vol)(cm/sec)
(mm/year)
6. Profile. Eastern Southern Flats w/Waste
Model Settings[HELP] Case Settings
[ Parameter\ Runoff MethodInitial Moisture Settings
ValueModel calculatedModel calculated
Units(-)(-)
[HELP] Surface Water Settings
\Runoff Area
Parameter Value100
Units(%%)
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Vegetation Class Bare soil
Profile Structure
; Layer
; PH Sample SB-B8-C3
iH Municipal Waste (312 kg/cub.m)
Top (ft)0.0000
-4.0000
Bottom ( ft)-4.0000
-10.0000
Thickness ( ft)4.0000
6.0000
6.1. Layer. Sample SB-B8-C3
Top Slope Length: 2125.0000Bottom Slope Length: 0.0000Top Slope: 2.8200Bottom Slope: 0.0000
[HELP] Vertical Perc. Layer Parameters
Parametertotal porosityfield capacitywilting pointsat.hydr.conductivitysubsurface inflow
Value0.4390.2230.075
0.000120
Units(vol/vol)(vol/vol)(vol/vol)(cm/sec)
(mm/year)
6.2. Layer. Municipal Waste (312 kg/cub.m)
Top Slope Length: 0.0000Bottom Slope Length: 0.0000Top Slope: 0.0000Bottom Slope : 0.0000
[HELP] Vertical Perc. Layer Parameters
Parametertotal porosityfield capacitywilting pointsat.hydr.conductivitysubsurface inflow
Value0.67100.29200.0770
86.40000000.0000
Units(vol/vol)(vol/vol)(vol/vol)(cm/day)(cm/day)
7. Profile. Western Southern Flats
Model Settings[HELP] Case Settings
ParameterRunoff MethodInitial Moisture Settings
Value.Model calculatedModel calculated
Units(-)(-)
[HELP] Surface Water Settings
ParameterRunoff AreaVegetation Class
Value100
Bare soil
Units(%%)
(-)
Profile Structure
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Layer
HI Sample SB-C76-C3
Top ( ft)0.0000
Bottom ( ft)-4.0000
Thickness ( ft)4.0000
7.1. Layer. Sample SB-C76-C3
Top Slope Length: 2750.0000Bottom Slope Length: 0.0000Top Slope: 4.0000Bottom Slope: 0.0000
[HELP] Vertical Perc. Layer Parameters
j Parametertotal porosityfield capacitywilting pointsat. hy dr. conductivitysubsurface inflow
Value0.3340.180.08
0.0000510
Units(vol/vol)(vol/vol)(vol/vol)(cm/sec)
(mm/year)
8. Profile. Western Southern Flats w/ Waste
Model Settings[HELP] Case Settings
ParameterRunoff MethodInitial Moisture Settings
ValueModel calculatedModel calculated
Units(-)(-)
[HELP] Surface Water Settings
ParameterRunoff AreaVegetation Class
Value100
Bare soil
Units(%%)
(-)
Profile Structure
I Layer
! IS Sample SB-C76-C3
I SSI Municipal Waste (312 kg/cub.m)
Top ( ft)0.0000
-4.0000
Bottom ( ft)-4.0000
-10.0000
Thickness ( ft)4.0000
6.0000
8.1. Layer. Sample SB-C76-C3
Top Slope Length: 2750.0000Bottom Slope Length: 0.0000Top Slope: 4.0000Bottom Slope: 0.0000
[HELP] Vertical Perc. Layer Parameters
Parametertotal porosityfield capacitywilting pointsat.hydr.conductivitysubsurface inflow
Value0.3340.180.08
0.0000510
Units(vol/vol)(vol/vol)(vol/vol)(cm/sec)
(mm/year)
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8.2. Layer. Municipal Waste (312 kg/cub.m)
Top Slope Length: 0.0000Bottom Slope Length: 0.0000Top Slope: 0.0000Bottom Slope: 0.0000
[HELP] Vertical Perc. Layer Parameters
Parametertotal porosityfield capacitywilting pointsat.hydr.conductivitysubsurface inflow
Value0.67100.29200.0770
86.40000000.0000
Units(vol/vol)(vol/vol)(vol/vol)(cm/day)(cm/day)
9. Profile. Top Deck, Side Slopes
Model Settings[HELP] Case Settings
i Parameterj Runoff MethodI Initial Moisture Settings
ValueModel calculatedModel calculated
Units(-)(-)
[HELP] Surface Water Settings
ParameterRunoff AreaVegetation Class
Value100
Bare soil
Units(%%)
(-)
Profile Structure
Layer Top (ft)0.0000
Bottom (ft)-4.0000
Thickness (ft)4.0000
9.1. Layer. Sample SB-E22-B3
Top Slope Length: 1000.0000Bottom Slope Length: 0.0000Top Slope: 15.0000Bottom Slope: 0.0000
[HELP] Vertical Perc. Layer Parameters
Parametertotal porosityfield capacitywilting pointsat.hydr.conductivity^subsurface inflow
10. Profile. Top Deck w/Wa
Value0.3750.1180.10
0.000410
Units(vol/vol)(vol/vol)(vol/vol)(cm/sec)
(mm/year)
ste
Model Settings[HELP] Case Settings
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i Parameter; Runoff Method! Initial Moisture Settings
ValueModel calculatedModel calculated
Units "">(-)(-)
[HELP] Surface Water Settings
! Parameterj Runoff Area(Vegetation Class
Value100
Bare soil
Units(%%)
(-)
Profile Structure
Layer
H Sample SB-E22-B3lil Municipal Waste (312 kg/cub.m)
Top (ft)0.0000
-4.0000
Bottom ( ft)-4.0000
-10.0000
Thickness ( ft)4.0000
6.0000
10.1. Layer. Sample SB-E22-B3
Top Slope Length: 1000.0000Bottom Slope Length: 0.0000Top Slope: 15.0000Bottom Slope : 0.0000
[HELP] Vertical Perc. Layer Parameters
Parametertotal porosityfield capacitywilting pointsathydr.conductivitysubsurface inflow
Value0.3750.1180.10
0.000410
Units(vol/vol)(vol/vol)(vol/vol)(cm/sec)
(mm/year)
10.2. Layer. Municipal Waste (312 kg/cub.m)
Top Slope Length: 0.0000Bottom Slope Length: 0.0000Top Slope: 0.0000Bottom Slope : 0.0000
[HELP] Vertical Perc. Layer Parameters
Parametertotal porosityfield capacitywilting pointsat.hydr.conductivitysubsurface inflow
Value0.67100.29200.0770
86.40000000.0000
Units(vol/vol)(vol/vol)(vol/vol)(cm/day)(cm/day)
11. Profile. Asbestos Area
Model Settings[HELP] Case Settings
ParameterRunoff MethodInitial Moisture Settings
ValueModel calculatedModel calculated
Units(-)(-)
[HELP] Surface Water Settings
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j Parameter| Runoff Area.Vegetation Class
Value100
Bare soil
Units(%%)
(-)
Profile Structure
Layer Top (ft)0.0000
Bottom (ft)-4.0000
Thickness (ft)4.0000
11.1. Layer. Sample SB-I3-B3
Top Slope Length: 500.0000Bottom Slope Length: 0.0000Top Slope: 14.0000Bottom Slope : 0.0000
[HELP] Vertical Perc. Layer Parameters
Parametertotal porosity
Afield capacity'wilting point' sat.hydr.conductivity'subsurface inflow
Value0.3810.110.08
0.00480
Units(vol/vol)(vol/vol)(vol/vol)(cm/sec)
(mm/year)
12. Profile. Asbestos Area w/ Waste
Model Settings[HELP] Case Settings
| Parameter1 Runoff Methodi Initial Moisture Settings
ValueModel calculatedModel calculated
Units(-)(-)
[HELP] Surface Water Settings
Parameter.Runoff AreaVegetation Class
Value100
Bare soil
Units(%%)
(-)
Profile Structure
iLayer
Sample SB-I3-B3.Municipal Waste (312 kg/cub.m)
Top (ft)0.0000
-4.0000
Bottom ( ft)-4.0000
-10.0000
Thickness ( ft)4.0000
6.0000
12.1. Layer. Sample SB-I3-B3
Top Slope Length: 500.0000Bottom Slope Length: 0.0000Top Slope: 14.0000Bottom Slope : 0.0000
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[HELP] Vertical Perc. Layer Parameters
Parametertotal porosityfield capacitywilting pointsat.hydr.conductivitysubsurface inflow
Value0.3810.110.08
0.00480
Units(vol/vol)(vol/vol)(vol/vol)(cm/sec)
(mm/year)
12.2. Layer. Municipal Waste (312 kg/cub.m)
Top Slope Length: 0.0000Bottom Slope Length: 0.0000Top Slope: 0.0000Bottom Slope : 0.0000
[HELP] Vertical Perc. Layer Parameters
Parametertotal porosityfield capacitywilting pointsat.hydr.conductivitysubsurface inflow
Value0.67100.292000770
86.400000000000
Units(vol/vol)(vol/vol)(vol/vol)(cm/day)(cm/day)
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i
10Time (years)
20
Precipitation-rateChange in water storage-rate*- *Snow water-rate l - /
Runott-rateWater budget balance-ratePercolation or leakance through Layer 2-rate
Evapotranspiration-raleSoil water-rate
Upper Deck with Waste
Steve Dwyer Sunrise Mountain LandfillET Cover (4 foot)
L L_ L_ _ L_
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i Sir
'TrecTplfafioh-raleT
Time (years)"Percolation or leakance through Layer 2-rate
20
Upper Deck with Waste
Steve Dwyer Sunrise Mountain LandfillET Cover (4 foot)
L _ l _ _ L L _ L
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I T||> Change in water fetSrag'ePra.teSnow water-rate
Water budget balance-ratePercolation or leakance through Layer 1-rate
Eva~potrans~piratiori-rafeSoil water-rate
Upper Deck
Steve Dwyer Sunrise Mountain LandfillET Cover (4 foot)
L L_ . L
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Time (years)FercoTafiori or leakarice througrTLayer 'Rate""
Upper Deck
Steve Dwyer Sunrise Mountain LandfillET Cover (4 foot)
L _ L L L _ l_
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Change in water storages-rate1 *M i1|ifl
Jif Snow water-rate 4
—^= _=__—„ Time:(yearS)t;;:;_-::-:
Runoff-rate" ~~^ ~^~ "~"^t- Evapotranspiratiori-rateT• iWater budget balance-rate -x- Soil water-rate^Percolation;or jeakance through Layer 1-rate
Eastern Perimeter
Steve Dwyer Sunrise Mountain LandfillET Cover (4 foot)
__ L L ._ i. : L : L_
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Eastern Perimeter
jSteve Dwyer Sunrise Mountain LandfillET Cover (4 foot)
L _ _ I L_ L_ L
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o
Precipitation-rateEvapotranspiration-rate
I - .Snowwater-rate B
10 20Time (years)
^"Change in water storage-rate -A- RunoWateWater budget balance-rate -*- Soil water-ratePercolation or leakance through Layer 2-rate
Eastern Perimeter with Waste
Steve Dwyer Sunrise Mountain LandfillET Cover (4 foot)
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Time (years)^Percolation orTeakance through Layer~2-rate
Eastern Perimeter with Waste
Steve Dwyer Sunrise Mountain LandfillET Cover (4 foot)
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PrecTpitatibn-raTe"1 fChange in water storage-rateSnow water-rate
1 - - - Time (years) = :
""Runoff-rate ~ " ~ ""~ ^ r- . -- ; - :
Water budget balance-ratePercolation or leakance through Layer. 1-rate
EvalDotranspiratrori-ra'feSoil water-rate
Eastern Southern Flats
Steve Dwyer Sunrise Mountain LandfillET Cover (4 foot)
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FrecTpTtatTon-rate
Time (years)~PercoTation"orTeaKance througti Layer~~T-rate~
Eastern Southern Flats
Steve Dwyer Sunrise Mountain LandfillET Cover (4 foot)
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-» Precipitation-rale's|, Change in water i;torage-rat.e
-*!•' Snowwater-rate-I** -_ , —
Time (years)
"RuriofPrate ~i— Water budget balance-rateh- Percolation or leakance through Layer 2-rate
i"Evapotranspiration-rateSoil water-rate
Eastern Southern Flats with Waste
Steve Dwyer Sunrise Mountain LandfillET Cover (4 foot)
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fecipitation-raTaT
=.~ 10 _ ::.Time (years)
" ""Percolation orTeaToriceThrough Layef~2-rate~
20
Eastern Southern Flats with Waste
Steve Dwyer Sunrise Mountain LandfillET Cover (4 foot)
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Time (years)
Runoff-rateWater budget balance-rateChange in water storage-rate.!
-*k' Snowwater-rate
i- Evabbtran'spiration-rateSoil water-rate
Percolation or leakance through Layer 1-rate
Western Southern Flats
Steve Dwyer Sunrise Mountain LandfillET Cover (4 foot)
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Sunrise Mountain LandfillET Cover (4 foot)
L L _ , L L ., L i
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^ ' ! f !! ^w7*^ "~*£js. ."w*~ Time (years)
PrecTpTtaTioTRW**| Change in water storage-rate 1" [^_"_
Snowwater-rate ! _r.
Runoff-raleWater budget balance-ratePercolation or leakance through Layer 2-rate
Evapotranspiratibn-rateSoil water-rate
Western Southern Flats with Waste
Steve Dwyer Sunrise Mountain LandfillET Cover (4 foot)
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— Time (years)JPeTcolation orjeakance through Layers-rate
20
Western Southern Flats with Waste
Steve Dwyer Sunrise Mountain LandfillET Cover (4 foot)
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*1& -V
i j,,_
Till1 Precipitation-rate "* '"t tlp Change in water storage-rate|f; Snowwater-rate
Time (years)"Runoff-rate ~"' "~^Water budget balance-ratePercolation or leakance through Layer 1-rate
20
~Evapotrans"piratroh-fa"feSoil water-rate
Top Deck, Side Slopes
Steve Dwyer Sunrise Mountain LandfillET Cover (4 foot)
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~PercoTa1ion~or7eakanceTh76TigTi Layer 1-rate
Top Deck, Side Slopes
Steve Dwyer Sunrise Mountain LandfillET Cover (4 foot)
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' Change in water storage-rate'Snow water-rate^
-Water budget balance-rate- Percolation or leakance through Layer 2-rate
vapotranspiration-rateSoil water-rate
Top Deck, Side Slopes with Waste
Steve Dwyer Sunrise Mountain LandfillET Cover (4 foot)
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reciprcat(on-rate «S7^^^, \
•Xifeff -, •*!
Time (years)"Percolation orTeakance through Layer~2-rate""
Top Deck, Side Slopes with Waste
Steve Dwyer Sunrise Mountain LandfillET Cover (4 foot)
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I-T PrecTpffatIbn-rafe""B
Change in water storage-rate-x— Snow water-rate
"-•- c Runoff-rate—l— Water budget balance-rate
_ -*- _Percolation or leakance through Layer 1-rate
-at- Evapotranspiration-rateSoil water-rate
Asbestos Area
Steve Dwyer Sunrise Mountain LandfillET Cover (4 foot)
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E
gonh
Precipitat[6r[-rafe;
" 10Time (years)
^"Percolation or leakance fhrougTTUayer 1-rate"
20
Steve Dwyer Sunrise Mountain LandfillET Cover (4 foot)
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r. - Time (years)*"-^r
Rurioff.rafe
-T- Change in water storage-rate-*- Snow water-rate
Water budget balance-rate. Percolation or leakance through Layer 2-rate
vapotranspiratfon-rafeSoil water-rate
Asbestos Area with Waste
Steve Dwyer Sunrise Mountain LandfillET Cover (4 foot)
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Time (years)rough LayeT"2-rate
Asbestos Area with Waste
Steve Dwyer Sunrise Mountain LandfillET Cover (4 foot)
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Appendix D
5-Foot Thick ET Cover
Landfill Areas:1. Upper Deck with Waste2. Upper Deck3. Eastern Perimeter4. Eastern Perimeter with Waste5. Eastern Southern Flats6. Eastern Southern Flats with Waste7. Western Southern Flats8. Western Southern Flats with Waste9. Top Deck, Side Slopes10. Top Deck, Side Slopes with Waste11. Asbestos Area12. Asbestos Area with Waste
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Project: Sunrise Mountain Landfill (5ft)ET Cover (5ft)
Model: HELPAn US EPA model for predicting landfill hydrologic processes and testing of effectiveness of landfill designs
Author: Steve Dwyer, PE
Client: Bureau of Land Management
Location : Las Vegas, NV
11/29/2000
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1. Profile. Upper Deck w/ Waste
Model Settings[HELP] Case Settings
ParameterRunoff MethodInitial Moisture Settings
ValueModel calculatedModel calculated
Units(-)(-)
[HELP] Surface Water Settings
ParameterRunoff AreaVegetation Class
Value100
Bare soil
Units(%%)
(-)
Profile Structure
Layer
H Sample SB-D63-B3
ill Municipal Waste (312 kg/cub.m)
Top (ft)0.0000
-5.0000
Bottom ( ft)-5.0000
-10.0000
Thickness ( ft)5.0000
5.0000
1.1. Layer. Sample SB-D63-B3
Top Slope Length: 2000.0000Bottom Slope Length: 0.0000Top Slope: 1.7500Bottom Slope : 0.0000
[HELP] Vertical Perc. Layer Parameters
Parametertotal porosityfield capacitywilting pointsat.hydr.conductivitysubsurface inflow
Value0.3930.1620.096
0.000220
Units(vol/vol)(vol/vol)(vol/vol)(cm/sec)
(mm/year)
1.2. Layer. Municipal Waste (312 kg/cub.m)
Top Slope Length: 0.0000Bottom Slope Length: 0.0000Top Slope: 0.0000Bottom Slope : 0.0000
[HELP] Vertical Perc. Layer Parameters
I Parameteri total porosityfield capacity'wilting pointI sathydr.conductivity[subsurface inflow
Value0.67100.29200.0770
86.40000000.0000
Units(vol/vol)(vol/vol)(vol/vol)(cm/day)(cm/day)
2. Profile. Upper Deck
Model Settings[HELP] Case Settings
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ParameterRunoff Method
' Initial Moisture Settings
ValueModel calculatedModel calculated
Units(-)(-)
[HELP] Surface Water Settings
i Parameter1 Runoff Area! Vegetation Class
Value100
Bare soil
Units(%%)
(-)
Profile Structure
Layer
I Sample SB-D63-B3
Top (ft)0.0000
Bottom (ft)-5.0000
Thickness (ft)5.0000
2.1. Layer. Sample SB-D63-B3
Top Slope Length: 2000.0000Bottom Slope Length: 0.0000Top Slope: 1.7500Bottom Slope : 0.0000
[HELP] Vertical Perc. Layer Parameters
j ParameterI total porosityi field capacitywilting pointsat.hydr.conductivitysubsurface inflow
Value0.3930.1620.096
0 000220
Units(vol/vol)(vol/vol)(vol/vol)(cm/sec)
(mm/year)
3. Profile. Eastern Perimeter
Model Settings[HELP] Case Settings
i ParameterRunoff Method
, Initial Moisture Settings
ValueModel calculatedModel calculated
Units(-)(-)
[HELP] Surface Water Settings
'. ParameterRunoff AreaVegetation Class
Value100
Bare soil
Units(%%)
(-)
Profile Structure
Layer
M9 Sample SB-A10-B3
Top (ft)0.0000
Bottom ( ft)-5.0000
Thickness ( ft)5.0000
3.1. Layer. Sample SB-A10-B3
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Top Slope Length: 2750.0000Bottom Slope Length: 0.0000Top Slope: 3.3000Bottom Slope: 0.0000
[HELP] Vertical Perc. Layer Parameters
Parametertotal porosityfield capacitywilting pointsathydr.conductivity
.subsurface inflow
Value0.3460.250.13
0.000150
Units(vol/vol)(vol/vol)(vol/vol)(cm/sec)
(mm/year)
4. Profile. Eastern Perimeter w/ Waste
Model Settings[HELP] Case Settings
| ParameterI Runoff Method; Initial Moisture Settings
ValueModel calculatedModel calculated
Units(-)(-)
[HELP] Surface Water Settings
Parameter1 Runoff AreaVegetation Class
I Valuei 100I Bare soil
Units(%%)
(-)
Profile Structure
Layer
H Sample SB-A10-B3
Rij Municipal Waste (312 kg/cub.m)
Top (ft)0.0000
-5.0000
Bottom ( ft)-5.0000
-10.0000
Thickness ( ft)5.0000
5.0000
4.1. Layer. Sample SB-A10-B3
Top Slope Length: 2750.0000Bottom Slope Length: 0.0000Top Slope: 3.3000Bottom Slope: 0.0000
[HELP] Vertical Perc. Layer Parameters
Parametertotal porosityfield capacitywilting pointsathydr.conductivitysubsurface inflow
Value0.3460.250.13
0.000150
Units(vol/vol)(vol/vol)(vol/vol)(cm/sec)
(mm/year)
4.2. Layer. Municipal Waste (312 kg/cub.m)
Top Slope Length: 0.0000Bottom Slope Length: 0.0000Top Slope: 0.0000Bottom Slope : 0.0000
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[HELP] Vertical Perc. Layer Parameters
Parameter•total porosity, field capacity1 wilting point' sathydr.conductivity' subsurface inflow
Value0.67100.29200.0770
86.40000000.0000
Units(vol/vol)(vol/vol)(vol/vol)(cm/day)(cm/day)
5. Profile. Eastern Southern Flats
Model Settings[HELP] Case Settings
ParameterRunoff MethodInitial Moisture Settings
ValueModel calculatedModel calculated
Units(-)(-)
[HELP] Surface Water Settings
ParameterRunoff AreaVegetation Class
Value100
Bare soil
Units(%%)
(-)
Profile Structure
< Layer
Kl Sample SB-B8-C3
Top ( ft)0.0000
Bottom ( ft)-5.0000
Thickness ( ft)5.0000
5.1. Layer. Sample SB-B8-C3
Top Slope Length: 2125.0000Bottom Slope Length: 0.0000Top Slope: 2.8200Bottom Slope : 0.0000
[HELP] Vertical Perc. Layer Parameters
Parametertotal porosityfield capacitywilting pointsat.hydr.conductivitysubsurface inflow
Value0.4390.2230.075
0.000120
Units(vol/vol)(vol/vol)(vol/vol)(cm/sec)
(mm/year)
6. Profile. Eastern Southern Flats w/Waste
Model Settings[HELP] Case Settings
i Parameter: Runoff MethodInitial Moisture Settings
ValueModel calculatedModel calculated
Units(-)(-)
[HELP] Surface Water Settings
i Parameter• Runoff Area
Value100
Units(%%)
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Vegetation Class Bare soil
Profile Structure
Layer
PH Sample SB-B8-C3B Municipal Waste (312 kg/cub.m)
Top ( ft)0.0000-5.0000
Bottom ( ft)-5.0000
-10.0000
Thickness ( ft)5.00005.0000
6.1. Layer. Sample SB-B8-C3
Top Slope Length: 2125.0000Bottom Slope Length: 0.0000Top Slope: 2.8200Bottom Slope : 0.0000
[HELP] Vertical Perc. Layer Parameters
Parametertotal porosityfield capacitywilting pointsat.hydr.conductivitysubsurface inflow
Value0.4390.2230.075
0.000120
Units(vol/vol)(vol/vol)(vol/vol)(cm/sec)
(mm/year)
6.2. Layer. Municipal Waste (312 kg/cub.m)
Top Slope Length: 0.0000Bottom Slope Length: 0.0000Top Slope: 0.0000Bottom Slope : 0.0000
[HELP] Vertical Perc. Layer Parameters
', Parameter| total porosity'field capacity( wilting point.' sat.hydr.conductivity' subsurface inflow
Value0.67100.29200.0770
86.40000000.0000
Units(vol/vol)(vol/vol)(vol/vol)(cm/day)(cm/day)
7. Profile. Western Southern Flats
Model Settings[HELP] Case Settings
Parameter.Runoff MethodInitial Moisture Settings
ValueModel calculatedModel calculated
Units(-)(-)
[HELP] Surface Water Settings
I! ParameterRunoff AreaVegetation Class
Value100
Bare soil
Units(%%)
(-)
Profile Structure
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i Layer
M Sample SB-C76-C3
Top ( ft)0.0000
Bottom ( ft)-5.0000
Thickness ( ft)5.0000
7.1. Layer. Sample SB-C76-C3
Top Slope Length' 2750.0000Bottom Slope Length: 0.0000Top Slope. 4.0000Bottom Slope: 0.0000
[HELP] Vertical Perc Layer Parameters
| Parameterj total porosity.field capacitywilting pointsat.hydr.conductivity
[subsurface inflow
Value0.3340.180.08
0 0000510
Units(vol/vol)(vol/vol)(vol/vol)(cm/sec)
(mm/year)
8. Profile. Western Southern Flats w/ Waste
Model Settings[HELP] Case Settings
ParameterRunoff MethodInitial Moisture Settings
ValueModel calculatedModel calculated
Units(-)(-)
[HELP] Surface Water Settings
ParameterRunoff AreaVegetation Class
Value100
Bare soil
Units(%%)
(-)
Profile Structure
Layer
[S Sample SB-C76-C3Bl Municipal Waste (312 kg/cub.m)
Top (ft)00000-5.0000
Bottom ( ft)-5.0000
-10.0000
Thickness ( ft)5000050000
8.1. Layer. Sample SB-C76-C3
Top Slope Length: 2750.0000Bottom Slope Length: 0.0000Top Slope: 4 0000Bottom Slope : 0 0000
[HELP] Vertical Perc. Layer Parameters
Parametertotal porosityfield capacitywilting pointsat.hydr.conductivitysubsurface inflow
Value03340180.08
0.0000510
Units(vol/vol)(vol/vol)(vol/vol)(cm/sec)
(mm/year)
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8.2. Layer. Municipal Waste (312 kg/cub.m)
Top Slope Length: 0.0000Bottom Slope Length: 0.0000Top Slope: 0.0000Bottom Slope : 0.0000
[HELP] Vertical Perc. Layer Parameters
Parametertotal porosityfield capacitywilting pointsat.hydr.conductivitysubsurface inflow
Value0.67100.29200.0770
86.40000000.0000
Units(vol/vol)(vol/vol)(vol/vol)(cm/day)(cm/day)
9. Profile. Top Deck, Side Slopes
Model Settings[HELP] Case Settings
ParameterRunoff MethodInitial Moisture Settings
ValueModel calculatedModel calculated
Units(-)(-)
[HELP] Surface Water Settings
I Parameteri Runoff Area| Vegetation Class
Value100
Bare soil
Units(%%)
(-)
Profile Structure
Layer
H Sample SB-E22-B3
Top ( ft)0.0000
Bottom ( ft)-5.0000
Thickness ( ft)5.0000
9.1. Layer. Sample SB-E22-B3
Top Slope Length: 1000.0000Bottom Slope Length: 0.0000Top Slope: 15.0000Bottom Slope : 0.0000
[HELP] Vertical Perc. Layer Parameters
Parametertotal porosityfield capacitywilting point
, sat.hydr.conductivitysubsurface inflow
Value0.3750.1180.10
0.000410
Units(vol/vol)(vol/vol)(vol/vol)(cm/sec)
(mm/year)
10. Profile. Top Deck w/Waste
Model Settings[HELP] Case Settings
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ParameterRunoff MethodInitial Moisture Settings
ValueModel calculatedModel calculated
Units(-)(-)
[HELP] Surface Water Settings
ParameterRunoff AreaVegetation Class
Value100
Bare soil
Units(%%)
(-)
Profile Structure
Layer
§Sample SB-E22-B3Municipal Waste (312 kg/cub.m)
Top ( ft)0.0000-5.0000
Bottom ( ft)-5.0000
-10.0000
Thickness ( ft)500005.0000
10.1. Layer. Sample SB-E22-B3
Top Slope Length: 1000.0000Bottom Slope Length: 0.0000Top Slope: 15.0000Bottom Slope: 0.0000
[HELP] Vertical Perc. Layer Parameters
Parametertotal porosityfield capacitywilting pointsat.hydr.conductivitysubsurface inflow
Value0.3750.1180.10
0.000410
Units(vol/vol)(vol/vol)(vol/vol)(cm/sec)
(mm/year)
10.2. Layer. Municipal Waste (312 kg/cub.m)
Top Slope Length: 0.0000Bottom Slope Length: 0.0000Top Slope: 0.0000Bottom Slope : 0.0000
[HELP] Vertical Perc. Layer Parameters
Parametertotal porosityfield capacitywilting pointsat.hydr.conductivitysubsurface inflow
Value0.67100.29200.0770
86.40000000.0000
Units(vol/vol)(vol/vol)(vol/vol)(cm/day)(cm/day)
11. Profile. Asbestos Area
Model Settings[HELP] Case Settings
ParameterRunoff MethodInitial Moisture Settings
ValueModel calculatedModel calculated
Units(-)(-)
[HELP] Surface Water Settings
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ParameterRunoff AreaVegetation Class
Value100
Bare soil
Units(%%)
(-)
Profile Structure
Layer
H Sample SB-I3-B3
Top ( ft)0.0000
Bottom ( ft)-5.0000
Thickness ( ft)5.0000
11.1. Layer. Sample SB-I3-B3
Top Slope Length: 500.0000Bottom Slope Length: 0.0000Top Slope: 14.0000Bottom Slope: 0.0000
[HELP] Vertical Perc. Layer Parameters
Parametertotal porosityfield capacitywilting pointsat.hydr.conductivitysubsurface inflow
Value0.3810.110.08
0.00480
Units(vol/vol)(vol/vol)(vol/vol)(cm/sec)
(mm/year)
12. Profile. Asbestos Area w/ Waste
Model Settings[HELP] Case Settings
| Parameter! Runoff Method! Initial Moisture Settings
ValueModel calculatedModel calculated
Units(-)(-)
[HELP] Surface Water Settings
ParameterRunoff AreaVegetation Class
Value100
Bare soil
Units(%%)
(-)
Profile Structure
Layer
pf Sample SB-I3-B3
W Municipal Waste (3J2 kg/cub.m)
Top (ft)0.0000
-5.0000
Bottom ( ft)-5.0000-10.0000
Thickness ( ft)5.00005.0000
12.1. Layer. Sample SB-I3-B3
Top Slope Length: 500.0000Bottom Slope Length: 0.0000Top Slope: 14.0000Bottom Slope : 0.0000
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[HELP] Vertical Perc. Layer Parameters
Parametertotal porosityfield capacitywilting pointsathydr.conductivitysubsurface inflow
Value0.3810.110.08
0.00480
Units(vol/vol)(vol/vol)(vol/vol)(cm/sec)
(mm/year)
12.2. Layer. Municipal Waste (312 kg/cub.m)
Top Slope Length: 0.0000Bottom Slope Length: 0.0000Top Slope: 0.0000Bottom Slope : 0.0000
[HELP] Vertical Perc. Layer Parameters
Parametertotal porosityfield capacitywilting pointsat.hydr.conductivitysubsurface inflow
Value0.67100.29200.0770
86.40000000.0000
Units(vol/vol)(vol/vol)(vol/vol)(cm/day)(cm/day)
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Change in water storage-rateSnowwater-rate
Water budget balance-ratePercolation or leakance through Layer 2-rate
EvapotranspfratioTvrafeSoil water-rate
Upper Deck with Waste
Steve Dwyer Sunrise Mountain LandfillET Cover (5 foot)
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I • i 1 1 li r—TJ~»k< PrecTpTfatfon-rate- < -
Time (years)IPeccoTa'tion or leakariceThrough LayeT"2-rate~
Upper Deck with Waste
Steve Dwyer Sunrise Mountain LandfillET Cover (5 foot)
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10
^uriofPraTeTime (years)
nJ4 TWatfon-Wvl Change in water storage-rate*1 *™ $"" _|_ Water budget balance-rate
-J- Snowwater-rate — •—^J^~— - -Percolation or leakance through Layer 1-rate
Evapotranspiration-rateSoil water-rate
Upper Deck
Steve Dwyer Sunnse Mountain LandfillET Cover (5 foot)
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Time (years)PercoTatiorfbrTeakance ffifougrTLayer 1-rate
Upper Deck
Steve Dwyer Sunrise Mountain LandfillET Cover (5 foot)
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Change in water storage-rate***" *' 4 J (>i —H^ Water budget balance-rate'Evapotranspiration-rateSoil water-rate
-*- Snow water-rate Percolation or leakance through Layer 1-rate
*s -v AH «• - - «f.i ^
Eastern Perimeter
Steve Dwyer Sunnse Mountain LandfillET Cover (5 foot)
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, Time (years)
peTc"6TaTJon~orleakance fhrougri Layer 1-rate"1
20
Eastern Perimeter
Steve Dwyer Sunrise Mountain LandfillET Cover (5 foot)
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Change in water storage-rate^ ^?y± -' Water budget balance-ratePercolation or leakance through Layer 2-rate
Evapotranspiration-raleSoil water-rate
Eastern Perimeter with Waste
Steve Dwyer Sunrise Mountain LandfillET Cover (5 foot)
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Time (years)PercolatioTCorneakance through Layer" 2-ratPrecipitation-rate- - - - =• 3~-;•-=
astern Perimeter with Waste
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j Change in water storage-rate--*-" Snowwater-rate
Water budget balance-ratePercolation or leakance through Layer 1-rate
EvapofranspTratioh-rateSoil water-rate
Eastern Southern Flats
Steve Dwyer Sunrise Mountain LandfillET Cover (5 foot)
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L "*" PreclrjitatTo'rprate15
Time (years)
"Pe7^a¥orCoTTeaRance frTrough
Eastern Southern Flats
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Change in—#*•' Snowwater-rate . a •- '_?t '
jf?T;!Evapotran.spTrafi6TT-rafeii i—l—^Water budget balanc&Tate -*-;,Soil water-rate
H* ''j-^-siPercolation or leakaoc.e through Layer-2-rate 3
Eastern Southern Flats with Waste
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i, ,»• ar4ft«- T vis;'• - '5^ --;;fF-
10Time (years)
20
[_ -B^_ Precipifatlon-rate
Eastern Southern Flats with Waste
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u-_-~i- _ . .recipitation-rate^ .sri™' „
Change in water storage-rate _ _J-*-. Snow water-rate
Water budget balance-ratePercolation or leakance through Layer 1-rate
Evapofransplration-rateSoil water-rate
Western Southern Flats
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Precipitation-rate'
A't.
Time (years)""Perc6Iatiori~br7eakance through LayefTTate"
20
Western Southern Flats
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-T- Change in water storage-rate*-#- Snow water-rate *
—(— Water budget balance-rate™_^_^ Percolation or leakance through Layer 2-rate
Evapotranspiration-raleSoil water-rate
Western Southern Flats with Waste
Steve Dwyer Sunrise Mountain LandfillET Cover (5 foot)
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,«**-!• -Percolation oneakance through Layer 2Frate
Western Southern Flats with Waste
Steve Dwyer Sunrise Mountain LandfillET Cover (5 foot)
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'recipitation-rateChange in<Snow water-rate
!'i i ?-•" v- -^-9-1 Runoff-rateiiifl- i ' "i" Water budget balance-rate
Evapotranspiration-rateSoil water-rate
Percolation or leakance through Layer 1-rate
Top Deck, Side Slopes
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Top Deck, Side Slopes
Steve Dwyer Sunnse Mountaui LandfillET Cover (5 foot)
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-_ ~ - — - Time (years)Evapotranspiration-rateSoil water-ratei Change in water stora^&rateflBK 4 SS5Sh—SWater budg^n>a[ahce-rate
i Snow water-rate • ' iSE£' 1 S?lSr*-lf Percolation or leakance through Layer 2-rate
Top Deck, Side Slopes with Waste
Steve DwyerSunrise Mountain LandfillET Cover (5 foot)
L . L _ L_ L
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Time (years)
Pe>c6Tafion~or7e"akan~cethrougrTLayer~2-rate
fop Deck, Side Slopes with Waste
Steve Dwyer Sunrise Mountain LandfillET Cover (5 foot)
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,«,_,, «„ ,,™w;i,, Time,'(years)-•JfRunofFfafe
' Change in water storage-rate3*1
Snowwater-rate ™r*-5feWater budget Balance-rate-^Percolation or leakance through Layer 1-rate
Evapotranspiraflon'-rale"Soil water-rate
«*•»»*:-•* - •**• -• " '",' "T" " ' -
Asbestos Area
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- = ~^Time (years)v Percolation oTTeakance'through Layer"T-rate~
Asbestos Area
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ipprecipitation-rateChange in water storage-rateSnow water-rate
" -0-ifKunofr-rateWater budget balance-ratePercolation or leakance through Layer 2-rate
Evapotranspiration-rafeSoil water-rate
Asbestos Area with Waste
Steve Dwyer Sunrise Mountain LandfillET Cover (5 foot)
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Time (years)Percolation or leaRa!Tcelh>oug>il¥yeT~2rrate
.sbestos Area with Waste
Steve Dwyer Sunrise Mountain LandfillET Cover (5 foot)
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