DSHW-2025-001280

Deq submit <[e-mail]>
Fwd: Cell #7 landfill @EEI
1 message
Brian Speer <[e-mail]>Mon, Jan 6, 2025 at 10:08 AM
To: Deq submit <[e-mail]>
Please file for facility Cell #7 Landfill @EEI, SW624.
Brian Speer
Manager | Solid Waste
Division of Waste Management and Radiation Control
M: [phone]
P: [phone]
wasteandradiation.utah.gov
Emails to and from this email address may be considered public records and thus subject to Utah GRAMA
requirements.
Statements made in this email do not constitute the official position of the Director of the Division of Waste
Management and Radiation Control. If you desire a statement of the Division Director's position,
please submit a written request to the Director, including copies of documents relevant to your request.
---------- Forwarded message ---------
From: Bret Reynolds <[e-mail]>
Date: Mon, Jan 6, 2025 at 10:02 AM
Subject: Cell #7 landfill @EEI
To: Brian Speer <[e-mail]>, Brent Gaschler <[e-mail]>
Cc: Cahoon, Brad R. <[e-mail]>, Todd Bro <[e-mail]>
Brian and Brent
Please accept the attached materials to revise the cover for cell 7. A HELP analysis was completed and is attached
showing an alternative cover plan that meets the requirements of the regular cover.
WMRC is requesting a modification (reduction) to the financial assurance requirements for closure based on the attached
alternative plan.
Please inform WMRC of the new bonding amounts once they are calculated.
Let me know if you have any questions .
Thanks for all you do. Have a great day, you deserve it.
1/6/25, 1:56 PM State of Utah Mail - Fwd: Cell #7 landfill @EEI
https://mail.google.com/mail/b/AEoRXRT7dO91Fapmnt3EJRxakUBly2rQ95HtpuVo7Xp9SIu84Wm2/u/0/?ik=adf9d5e615&view=pt&search=all&permthi…1/2
DSHW-2025-000094

Bret Reynolds, PE
CIVCO Engineering, Inc.
Mobile: [phone]
Office: 435-789-5448
1256 W 400 N
Suite 1
PO Box 1758
Vernal Utah 84078
3 attachments
Closure Cost (Cell 7) REVISION.pdf
755K
Closure Plan (Cell 7) REVISION.pdf
564K
HELP Model Summary Report 12.12.24.pdf
644K
1/6/25, 1:56 PM State of Utah Mail - Fwd: Cell #7 landfill @EEI
https://mail.google.com/mail/b/AEoRXRT7dO91Fapmnt3EJRxakUBly2rQ95HtpuVo7Xp9SIu84Wm2/u/0/?ik=adf9d5e615&view=pt&search=all&permthi…2/2
CIVCO Engineering, Inc.
Civil Engineering Consultants
PO Box 1758 * 1256 W 400 S, Suite 1
Vernal, Utah 84078
Phone [phone] * Fax [phone] Email: [e-mail]
ENVIRONMENT ENERGY INNOVATIONS
PLEASANT VALLEY, UTAH
CLOSURE COSTS - ALTERNATIVE DESIGN
The EEI facility is planned to close each cell as the waste reaches the final design grade. The closure cost
for the EEI facility is based on the cost of the placement and grading of minimum of six inches of clay
that will have a permeability of at most 1 x 10 -6 cm/sec along with a second layer cover layer of
material with a minimum of six inches of soil as prescribed in R315-303-3(4)(a)(ii), with surface slope
grades not less than 2% and the side slope grades not more than 33%. Closure cost estimates were
obtained from an independent contractor.
Upon closure of all cells the parking area, office spaces, and loading and unloading facilities will be removed
and the area graded, topsoil layer added and seeding of topsoil to provide a natural looking surface. The
cost of doing this work is estimated at $20,000.
The closure cost of cell 7 is $275,000 as shown in Table 1.
Table 1 Closure Costs
POST CLOSURE CARE COSTS
Post closure care of inactive sections of the EEI facility will consist of maintaining the integrity of the final
and vegetative covers. Any areas subject to erosion will be corrected and appropriate measures will be
implemented to identify and eliminate the run-on source. No active or technical devices are proposed
for at the EEI facility. Best management practices will be implemented to minimize infiltration and
assure the integrity of the run-on/run-off system. An evaluation of the system will be made during the
quarterly inspections and corrective measures if any will be implemented. All run-on and run-off from
events smaller than the 25-year storm will be controlled through drainage design.
Post closure care costs are estimated by the cost of maintaining the previously described activities for a
30-year period. The estimated cost of the post closure care tasks is approximately $31,000 for cell 7 as
shown in Table 2.
Closure Cost for EEI Facility Cell 7
Task Description Total Cost Details
Closure Cost Letter of Notification of Closure $2,000 Letter to DWMRC and County
Cover and Topsoil Material $240,000 Seeding/Mulching $8,000
Contingency $25,000
Total Cost $275,000
Page | 2
Task Description Unit Cost Hours per year Unit Type Years Total Units Total Cost 28 years Details
Inspections
Quarterly 1st 2 years; $30 4 hours 2 8 $240
Semiannually for 28 years $30 2 hours 28 56 $1,680
Ground Water Testing Not required as investigations have revealed there is no ground water present near the site
Report
Quarterly 1st 2 years; $30 4 hours 2 8 $240
Semiannually for 28 years $30 2 hours 28 56 $1,680
Subtotal for 30
years $3,840
Maintenance Replacing topsoil 1 $24,000 Assumes 10% will need to be replaced
Reseeding 1 $1,000 Assumes 10% will need to be replaced
Subtotal for 30 years $28,840
Contingency $2,900 (10%)
Post Closure
Cost cell 7 $31,740
Table 2 Post Closure Care Costs
Post Cost for EEI Facility
CIVCO Engineering, Inc.
Civil Engineering Consultants
PO Box 1758 * 1256 W 400 S, Suite 1
Vernal, Utah 84078
Phone [phone] * Fax [phone] Email: [e-mail]
ENVIRONMENT ENERGY INNOVATIONS
PLEASANT VALLEY, UTAH
Cell #7 landfill @EEI CLOSURE DESIGN PLAN - ALTERNATIVE DESIGN
Introduction
At the end of the life of Cell #7 of the Environmental Energy Innovations, LLC (EEI) facility the cell will
be closed according to R315-302. The following is a brief plan for closure of the cell and is subject to
amendment if conditions and circumstances justify an amendment.
Closure Procedures
The following procedures will be followed:
1.Notify the Executive Secretary of intent to close 60 days prior receipt of final material.
2.Commence closure procedures within 30 days of receipt of final material. Closure activities will be
completed within 180 days of commencement of closure activities.
3.Within 90 days of completion of closure activities, submit a copy of the closure plan and certificate
that closure has been performed per the closure plan. These must be stamped and signed by a State
of Utah Licensed Professional Engineer.
Closure Schedule
Sixty days prior to the expected final receipt of waste for Cell #7, EEI will notify the division of their
intent to begin closure operations of the cell. EEI will begin the closure operations after the final
receipt of waste is obtained. It is anticipated that each closure operation will take place over an
anticipated duration of 90 to 120 days. During this period, the EEI facility cell will be graded, covered,
and surveyed. As-built plans will be generated for reference for the final inspection by the division.
Design of Final Cover
EEI proposes an Alternative Final Cover Design in accordance with R315-303-3(5) and the attached HELP
analysis. The alternative design includes a minimum of six inches of clay that will have a permeability of
at most 1 x 10 -6 cm/sec along with a second layer cover layer of material with a minimum of six inches
of soil as prescribed in R315-303-3(4)(a)(ii), with surface slope grades not less than 2% and the side
slope grades not more than 33%.
The second layer will consist of at least six inches of soil capable of sustaining vegetative growth and
seeded with grass, other shallow rooted vegetation, or other native vegetation.
Markers or other benchmarks shall be installed in any final earthen cover to indicate the thickness of
the final cover.
Page | 2

Capacity of EEI Facility
Based on the assumption of half the waste being mixed with additional material, the estimated capacity
of cell #7 up to the final cover is approximately 343,000 cubic yards of waste plus mixing material. This
calculation accounts for an estimated dry density of 135 lb./cu-ft for the mixing material.

A table with the projected life at 10 percent growth rate, capped at 50,000 cubic yards of waste plus
mixing material per year, for the EEI facility is provided in Table 1 below. The growth rate is defined as
the number of trucks delivered to the site on an average daily basis. It will take eight years for the cell
#7 to be completed at the expected growth rate. With an increase in the growth rate, the life of cell #7
of the EEI facility will be reduced.

Growth
Waste Delivered
to Site per Day
(cuyd)
Onsite Material
Mixed with Waste
(cuyd)
Total Material to be Spread on Site (cuyd)
Year
Cell
Volume
(cuyd)
Day
(cuyd)
Week
(cuyd)
Year
(cuyd)
Cumulative
(cuyd)
0.1 70.00 35.00 105.00 630.00 33000 33000 1
0.1 77.00 38.50 115.50 693.00 36000 69000 2
0.1 84.70 42.35 127.05 762.30 40000 109000 3
0.1 93.17 46.59 139.76 838.53 44000 153000 4
0.1 102.49 51.24 153.73 922.38 48000 201000 5
0.1 112.74 56.37 169.10 1014.62 50000 251000 6
124.01 62.00 186.01 1116.08 50000 301000 7
136.41 68.21 204.62 1227.69 50000 351000 8 343000

Table 1: EEI Cell #7 Growth Rate / Life Expectancy
Final Inspection
After the completion of the final cover, the final inspection of cell #7 will be conducted by officials
from DWMRC. EEI will notify the division of the anticipated date of completion and plan for
scheduling the inspection.

POST CLOSURE CARE

Immediately after the completion of construction for the final cover of cell #7, the post closure care
plan will be implemented. As required in R315-302-3(5) the post closure care activities will take place
for 30 years or as long as the Director determines is necessary for the facility or unit to become
stabilized and to protect human health and the environment. A licensed engineer with the state of
Utah will direct the post-closure care of the facility and will provide EEI with recommendations to
properly maintain the EEI facility and prevent any release of harmful substances. The engineer will also
provide the division with documentation if he determines that the site is safe to reduce or discontinue
site monitoring prior to the end of the 30-year period.
During the post closure period the following activities will take place:
Site Monitoring: EEI personnel will be on site weekly to monitor activities at the proposed EEI facility
and restrict access to Cell #7. Access to the Cell #7 will be restricted with fencing and gates. Signs will
be posted advising of the potential dangers associated with cell #7. Only authorized personnel of EEI
Page | 3

will have access to cell #7 site.
Markers or other benchmarks installed as part of the closure plan will be observed during each quarterly
inspection and the earthen cover shall be raised to the appropriate thickness as necessary. Erosion
channels deeper than 10% of the total cover thickness shall be repaired as soon as possible following
their discovery.
On a quarterly basis the EEI facility cover will be inspected to check for rutting and depressions that
could result in rapid erosion. If rutting or depressions in the cover are identified, they will be repaired
by grading and seeding the surface. Slopes of the final cover will also be inspected and maintained. EEI
will ensure that a 2% slope will be maintained on the top of the cover and a 3:1 slope will be
maintained around the perimeter of the cell.
Run-off water from the final cover will be directed into the existing drainages to the north and west of
the cell. EEI will on a Quarterly basis inspect the run-off collection system and ensure that they are
properly diverting water into the existing storm water drainages. Repairs will be made as needed.

Surface and Ground Water Monitoring: No samples of surface waters will be collected because there
are no observed streams, springs, or other surface waters at the site of the proposed EEI facility.
Ground water will not be sampled as the test holes taken did not encounter groundwater.

Record of Title, Land Use, Zoning
The Duchesne County Recorder will be notified during the final closure period of the entire facility.
The county recorder will be provided with documentation and plats of the location of the disposal site.
Notification of the closure, and location of the EEI facility will also be sent to the county recorder and
zoning changes will be made if necessary. Documentation of the history of the EEI facility permanently
appended to the title of record and land use restrictions will be put in place.

Post Closure Contacts
The point of contact during the post closure care period for this facility is Todd Bro. His contact
information is provided below:
Todd Bro
P.O. Box 1389 Roosevelt Utah 84066
Telephone: [phone]

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VOLUME:
343,068 CUYDS.
SURFACE AREA:
BOTTOM - 8.5 ACRES
TOP - 3.7 ACRES
ACCESS ROAD
ACCESS ROAD
BERM
WASTE PILE
BERM
6" CLAY SOIL
6" TOPSOIL
WASTE PILE
PLAN VIEW
CROSS SECTION WITH ACCESS ROAD
PROJECT:E&P Landfill Permit - HELP Calculations Summary PAGE:1 of 2
JOB NO.:35247211 DATE:December 12, 2024 COMP. BY:TLB CHECKED BY:DCM
Facilities |Environmental | Geotechnical | Materials
CALCULATIONS BY:Tony Bardella – Staff Engineer
Dave McCormick, P.E. – Engineering Manager
SOFTWARE: HELP Version 3.95D,
Hydrologic Evaluation of the Landfill Performance - A USACOE model for predicting landfill
hydrologic and infiltration processes and testing of effectiveness of landfill designs that was
updated by Institute of Soil Science, University of Hamburg, Germany dated August 10, 2012.
ANALYSIS:
The HELP Model version 3.95D was used to compare the landfill’s regulatory Standard Design Cover (6”
topsoil over 18” soil barrier (1.0 E-5cm/sec)) and the proposed Alternate Design Cover (6” topsoil over 6” low
permeable clay) as requested by the Utah Solid Waste Division in accordance with R315-303-3. The
Alternate Design was further separated into Alternate 1 (1.0 E-6cm/sec clay) and Alternate 2 (1.0 E-7cm/sec
clay). In all cases, the landfill has a 50-foot depth of waste (contaminated soils) over a base grade (15-foot of
1.3 E-6 cm/sec in-situ soil). The rainfall data was taken from the 5 wettest years in the surrounding areas,
according to Weather.gov for Duchesne, Utah.
 6” Topsoil
 18” Soil Barrier/6” Low Permeable Clay
 50-ft Waste
 Base Grade
Both the Standard and Alternate designs model a 3.7 acre, 2% sloped cover system with a 225 ft drainage
length over a 50-foot waste mass. The intent of the comparison is to show the proposed Alternate Design is
equal to or better than the required Standard Design.
Standard Alternate 1 Alternate 2
6” Topsoil 6” Topsoil 6” Topsoil
18” Soil Barrier (1.0 E-5 cm/sec) 6” Low Permeable Clay (1.0 E-6
cm/sec)
6” Low Permeable Clay (1.0 E-7
cm/sec)
Data input into the program is provided in ATTACHMENT B. The HELP 3.95D model results for the designs
mentioned above are provided in ATTACHMENT C.
PROJECT:E&P Landfill Permit - HELP Calculations Summary PAGE:2 of 2
JOB NO.:35247211 DATE:December 12, 2024 COMP. BY:TLB CHECKED BY:DCM
Facilities |Environmental | Geotechnical | Materials
BASIS USED IN THE ANALYSES:
These models were developed and evaluated to compare the proposed Alternate Designs to the current
Standard Design. The base conditions are with the landfill in final closure (See ATTACHMENT B).
The precipitation data used for the analysis was taken from the 5 wettest years for the City of Duchesne,
Utah according to weather.gov (1965, 1983, 1997, 2011, 2015). This was the closest city with weather data.
The temperature, relative humidity, and solar radiation data for the site was calculated using the 5 wettest
years weather data. The soil type, thickness, permeability and various other properties were input into the
HELP 3.95D model based on the HELP model standard properties or known properties of the soils in the
landfill area. The soil data also includes the Geosynthetic material and its properties.
The Standard Design shows a final water storage in the landfill layers as 237.91 inches. The peak daily
percolation through the 18” soil barrier layer is 0.373”, and a daily average of 0.007” of head over the base
grade.
The Alternate 1 Design shows a final water storage in the landfill layers as 231.61 inches. The peak daily
percolation through the 6” low permeable clay is 0.067”, and a daily average of 0.006” of head over the base
grade.
The Alternate 2 Design shows a final water storage in the landfill layers as 232.05 inches. The peak daily
percolation through the 6” low permeable clay is 0.007”, and a daily average of 0.005” of head over the base
grade.
The individual HELP Model evaluations of the different designs can be found in ATTACHMENT C.
SUMMARY OF RESULTS:
The purpose of this modeling is to compare the regulatory Standard Design cover and the proposed Alternate
Design covers following final cover placement. This analysis shows all designs meet the requirements of less
than 12” of head over the base grade. This analysis shows both proposed Alternate Designs have less water
percolation into the waste compared to the Standard Design. The HELP 3.95D model results associated with
the data presented in this report can be seen in ATTACHMENT C.
Facilities |Environmental | Geotechnical | Materials
ATTACHMENT A
FIGURES
Project Mngr:
Approved By:
Checked By:
Drawn By:
Project No.
Scale:
Date:
File No.
FIG. No.
25809 I-30 SOUTH BRYANT, AR 72022
FAX. [phone]PH. [phone]N:\
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Consulting Engineers and Scientists
TLB
TLB
DCM
DCM
35247211
N.T.S
35247211C01
12/11/2024
HELP ANALYSIS DIAGRAM
1
LANDFILL COVER DESIGN COMPARISON
ENVIRONMENTAL ENGERGY INNOVATIONS
E & P LANDFILL CELL 7
50' WASTE
6" TOPSOIL
18" SOIL BARRIER
(K≤ 1X10-5 CM/SEC)
50' WASTE
6" TOPSOIL
6" COMPACTED CLAY
(K≤ 1X10-7 CM/SEC)
STANDARD DESIGN COVER ALTERNATE 2 DESIGN COVER
50' WASTE
6" TOPSOIL
6" COMPACTED CLAY
(K≤ 1X10-6 CM/SEC)
ALTERNATE 1 DESIGN COVER
BASE GRADE
(APPROXIMATELY 15' IN-SITU SOIL
K≤ 1.3X10-6 CM/SEC)
BASE GRADE
(APPROXIMATELY 15' IN-SITU SOIL
K≤ 1.3X10-6 CM/SEC)
BASE GRADE
(APPROXIMATELY 15' IN-SITU SOIL
K≤ 1.3X10-6 CM/SEC)
Facilities |Environmental | Geotechnical | Materials
ATTACHMENT B
HELP MODEL SUMMARY
MODEL DESCRIPTION Layer 1 Layer 2 Layer 3 Layer 4
Final Water
Storage
(inches)
Peak Daily
Percolation
through Layer 2
(inches)
Daily Average
Head on Layer 4
(inches)
Standard Design 6" Topsoil 18" Soil Barrier
(1x10-5 cm/sec)50' Waste Base Grade 237.914 0.373 0.007
Alternate 1 Design 6" Topsoil
6" Low Permeable
Clay (1x10-6
cm/sec)
50' Waste Base Grade 231.611 0.067 0.006
Alternate 2 Design 6" Topsoil
6" Low Permeable
Clay (1x10-7
cm/sec)
50' Waste Base Grade 232.053 0.007 0.005
HELP MODEL LAYER SUMMARY
TABLE 1
Standard Design Alternate 1 Design Alternate 2 Design
90.9 90.9 90.9
100.0 100.0 100.0
3.700 3.700 3.700
6.0 6.0 6.0
1.673 1.675 1.871
2.784 2.784 2.785
1.122 1.122 1.122
0.000 0.000 0.000
237.361 232.244 232.221
237.361 232.244 232.221
0.00 0.00 0.00
EVAPOTRANSPIRATION AND WEATHER DATA
1965 1983 1997 2011 2015
13.66 14.46 6.31 17.99 12.75
JAN/JUL FEB/AUG MAR/SEP APR/OCT MAY/NOV JUN/DEC
28.6 34.1 40.7 49.2 58.8 68.3
77.5 74.9 65.0 53.0 39.7 30.3
All Scenarios
STATION LATITUDE (degrees)40.76
NOTE: PRECIPITATION DATA WAS OBTAINED FROM WEATHER.GOV FOR THE 5 WETTEST YEARS IN
DUCHESNE, UTAH
TEMPERATURE DATA
1.00
START OF GROWING SEASON (JULIAN DATE)117
END OF GROWING SEASON (JULIAN DATE)
NOTE: EVAPOTRANSPIRATION DATA WAS OBTAINED FROM SALTLAKE CITY, UTAH
PRECIPITATION DATA
5 WETTEST YEARS (INCHES) (All Scenarios)
AVERAGE ANNUAL WIND SPEED (mph)8.80
NOTE 1: TEMPERATURE DATA WAS SYNTHETICALLY GENERATED USING COEFFICIENTS FOR SALTLAKE
CITY, UTAH
NOTE 2: SOLAR RADIATION DATA WAS SYNTHETICALLY GENERATED USING COEFFICIENTS FOR
SALTLAKE CITY, UTAH AND STATION LATITUDE = 40.76 DEGREES
67.00%
AVERAGE 2ND QUARTER RELATIVE HUMIDITY 48.00%
AVERAGE 3RD QUARTER RELATIVE HUMIDITY
NORMAL MEAN MONTHLY TEMPERATURE (DEGREES FAHRENHEIT) (All Scenarios)
39.00%
AVERAGE 4TH QUARTER RELATIVE HUMIDITY
AVERAGE 1ST QUARTER RELATIVE HUMIDITY
TABLE 2
GENERAL DESIGN AND EVAPORATIVE ZONE DATA
65.00%
289
MAXIMUM LEAF AREA INDEX
TABLE 3
WEATHER DATA
SCS RUNOFF CURVE NUMBER
INITIAL SNOW WATER
INITIAL WATER IN LAYER MATERIALS (inches)
TOTAL INITIAL WATER (inches)
TOTAL SUBSURFACE INFLOW (inches/year)
FRACTION OF AREA ALLOWING RUNOFF (%)
AREA PROJECTED ON HORIZONTAL PLANE (acres)
EVAPORATIVE ZONE DEPTH (inches)
INITIAL WATER IN EVAPORATIVE ZONE (inches)
UPPER LIMIT OF EVAPORATIVE STORAGE (inches)
LOWER LIMIT OF EVAPORATIVE STORAGE (inches)
Facilities |Environmental | Geotechnical | Materials
ATTACHMENT C
HELP MODEL RESULTS
******************************************************************************
******************************************************************************
** **
** **
** HYDROLOGIC EVALUATION OF LANDFILL PERFORMANCE **
** **
** HELP Version 3.95 D (10 August 2012) **
** developed at **
** Institute of Soil Science, University of Hamburg, Germany **
** based on **
** US HELP MODEL VERSION 3.07 (1 NOVEMBER 1997) **
** DEVELOPED BY ENVIRONMENTAL LABORATORY **
** USAE WATERWAYS EXPERIMENT STATION **
** FOR USEPA RISK REDUCTION ENGINEERING LABORATORY **
** **
** **
******************************************************************************
******************************************************************************
TIME: 16.47 DATE: 11.12.2024
PRECIPITATION DATA FILE: N:\GECARCHIVE\HELP_Model\2024\35247211\HELP Background
Files\EEI CELL 7 Precipitation - Wettest 5 yr DUCHESNE.d4
TEMPERATURE DATA FILE: N:\GECARCHIVE\HELP_Model\2024\35247211\HELP Background
Files\EEI CELL 7 Tempurature - auto 5 yr Salt Lake City WETTEST.d7
SOLAR RADIATION DATA FILE: N:\GECARCHIVE\HELP_Model\2024\35247211\HELP Background
Files\EEI CELL 7 Solar Radiation - auto 5 yr Salt Lake City WETTEST.d13
EVAPOTRANSPIRATION DATA F. 1: N:\GECARCHIVE\HELP_Model\2024\35247211\HELP Background
Files\EEI CELL 7.d11
SOIL AND DESIGN DATA FILE 1: N:\GECARCHIVE\HELP_Model\2024\35247211\HELP Background
Files\EEI CELL 7 Soil Standard Design Top Area 5 WETTEST.d10
OUTPUT DATA FILE: N:\GECARCHIVE\HELP_Model\2024\35247211\HELP Results\EEI
CELL 7 Standard design Top Area-5 WETTEST.out
YEARLY OUTPUT DATA FILE: N:\GECARCHIVE\HELP_Model\2024\35247211\HELP Results\EEI
CELL 7 Standard design Top Area-5 WETTEST.YR
COLUMNS OF YEARLY OUTPUT DATA FILE:
1 DATE OF ULTIMO (yyyy1231)
2 PRECIPITATION (INCH)
3 RUNOFF (INCH)
4 POTENTIAL EVAPOTRANSPIRATION (INCH)
5 ACTUAL EVAPOTRANSPIRATION (INCH)
6 LEAK #1: PERCOLATION/LEAKAGE THROUGH LAYER 2 (INCH)
7 LEAK #2: PERCOLATION/LEAKAGE THROUGH LAYER 4 (INCH)
8 CHANGE IN TOTAL WATER STORAGE (INCH)
9 CHANGE IN SOIL WATER STORAGE (INCH)
10 CHANGE IN INTERCEPTION WATER STORAGE (INCH)
11 CHANGE IN SNOW WATER STORAGE (INCH)
12 ANNUAL WATER BUDGET BALANCE (INCH)
******************************************************************************
TITLE: EEI - Cover Standard Design Top Area
******************************************************************************
WEATHER DATA SOURCES
------------------------------------------------------------------------------
NOTE: PRECIPITATION DATA FOR Duchesne Utah
WAS ENTERED BY THE USER.
NOTE: TEMPERATURE DATA WAS SYNTHETICALLY GENERATED USING
COEFFICIENTS FOR SALT LAKE CITY UTAH
NORMAL MEAN MONTHLY TEMPERATURE (DEGREES FAHRENHEIT)
JAN/JUL FEB/AUG MAR/SEP APR/OCT MAY/NOV JUN/DEC
------- ------- ------- ------- ------- -------
28.60 34.10 40.70 49.20 58.80 68.30
77.50 74.90 65.00 53.00 39.70 30.30
NOTE: SOLAR RADIATION DATA WAS SYNTHETICALLY GENERATED USING
COEFFICIENTS FOR SALT LAKE CITY UTAH
AND STATION LATITUDE = 40.76 DEGREES
******************************************************************************
LAYER DATA 1
------------------------------------------------------------------------------
VALID FOR 5 YEARS
NOTE: INITIAL MOISTURE CONTENT OF THE LAYERS AND SNOW WATER WERE
COMPUTED AS NEARLY STEADY-STATE VALUES BY THE PROGRAM.
LAYER 1
--------
TYPE 1 - VERTICAL PERCOLATION LAYER
MATERIAL TEXTURE NUMBER 11
THICKNESS = 6.00 INCHES
POROSITY = 0.4640 VOL/VOL
FIELD CAPACITY = 0.3100 VOL/VOL
WILTING POINT = 0.1870 VOL/VOL
INITIAL SOIL WATER CONTENT = 0.2788 VOL/VOL
EFFECTIVE SAT. HYD. CONDUCT.= 0.6400E-04 CM/SEC
NOTE: SATURATED HYDRAULIC CONDUCTIVITY IS MULTIPLIED BY 1.80
FOR ROOT CHANNELS IN TOP HALF OF EVAPORATIVE ZONE.
LAYER 2
--------
TYPE 3 - BARRIER SOIL LINER
MATERIAL TEXTURE NUMBER 0
THICKNESS = 18.00 INCHES
POROSITY = 0.4270 VOL/VOL
FIELD CAPACITY = 0.4180 VOL/VOL
WILTING POINT = 0.3670 VOL/VOL
INITIAL SOIL WATER CONTENT = 0.4270 VOL/VOL
EFFECTIVE SAT. HYD. CONDUCT.= 0.1000E-04 CM/SEC
LAYER 3
--------
TYPE 1 - VERTICAL PERCOLATION LAYER
MATERIAL TEXTURE NUMBER 10
THICKNESS = 600.00 INCHES
POROSITY = 0.3980 VOL/VOL
FIELD CAPACITY = 0.2440 VOL/VOL
WILTING POINT = 0.1360 VOL/VOL
INITIAL SOIL WATER CONTENT = 0.2444 VOL/VOL
EFFECTIVE SAT. HYD. CONDUCT.= 0.1200E-03 CM/SEC
LAYER 4
--------
TYPE 3 - BARRIER SOIL LINER
MATERIAL TEXTURE NUMBER 0
THICKNESS = 180.00 INCHES
POROSITY = 0.4520 VOL/VOL
FIELD CAPACITY = 0.4110 VOL/VOL
WILTING POINT = 0.3110 VOL/VOL
INITIAL SOIL WATER CONTENT = 0.4520 VOL/VOL
EFFECTIVE SAT. HYD. CONDUCT.= 0.1300E-05 CM/SEC
******************************************************************************
GENERAL DESIGN AND EVAPORATIVE ZONE DATA 1
------------------------------------------------------------------------------
VALID FOR 5 YEARS
NOTE: SCS RUNOFF CURVE NUMBER WAS COMPUTED FROM DEFAULT
SOIL DATA BASE USING SOIL TEXTURE #11 WITH A
POOR STAND OF GRASS, A SURFACE SLOPE OF 2.%
AND A SLOPE LENGTH OF 225. FEET.
SCS RUNOFF CURVE NUMBER = 90.90
FRACTION OF AREA ALLOWING RUNOFF = 100.0 PERCENT
AREA PROJECTED ON HORIZONTAL PLANE = 3.700 ACRES
EVAPORATIVE ZONE DEPTH = 6.0 INCHES
INITIAL WATER IN EVAPORATIVE ZONE = 1.673 INCHES
UPPER LIMIT OF EVAPORATIVE STORAGE = 2.784 INCHES
FIELD CAPACITY OF EVAPORATIVE ZONE = 1.860 INCHES
LOWER LIMIT OF EVAPORATIVE STORAGE = 1.122 INCHES
SOIL EVAPORATION ZONE DEPTH = 6.000 INCHES
INITIAL SNOW WATER = 0.000 INCHES
INITIAL INTERCEPTION WATER = 0.000 INCHES
INITIAL WATER IN LAYER MATERIALS = 237.361 INCHES
TOTAL INITIAL WATER = 237.361 INCHES
TOTAL SUBSURFACE INFLOW = 0.00 INCHES/YEAR
******************************************************************************
EVAPOTRANSPIRATION DATA 1
------------------------------------------------------------------------------
VALID FOR 5 YEARS
NOTE: EVAPOTRANSPIRATION DATA WAS OBTAINED FROM
SALT LAKE CITY UTAH
STATION LATITUDE = 40.76 DEGREES
MAXIMUM LEAF AREA INDEX = 1.00
START OF GROWING SEASON (JULIAN DATE) = 117
END OF GROWING SEASON (JULIAN DATE) = 289
EVAPORATIVE ZONE DEPTH = 6.0 INCHES
AVERAGE ANNUAL WIND SPEED = 8.80 MPH
AVERAGE 1ST QUARTER RELATIVE HUMIDITY = 67.0 %
AVERAGE 2ND QUARTER RELATIVE HUMIDITY = 48.0 %
AVERAGE 3RD QUARTER RELATIVE HUMIDITY = 39.0 %
AVERAGE 4TH QUARTER RELATIVE HUMIDITY = 65.0 %
******************************************************************************
*******************************************************************************
ANNUAL TOTALS FOR YEAR 1965
-------------------------------------------------------------------------------
INCHES CU. FEET PERCENT
-------- ---------- -------
PRECIPITATION 13.66 183467.484 100.00
RUNOFF 0.179 2406.903 1.31
POTENTIAL EVAPOTRANSPIRATION 60.527 812935.500
ACTUAL EVAPOTRANSPIRATION 12.516 168099.172 91.62
PERC./LEAKAGE THROUGH LAYER 2 0.962132 12922.395 7.04
AVG. HEAD ON TOP OF LAYER 2 0.0024
PERC./LEAKAGE THROUGH LAYER 4 0.961738 12917.106 7.04
AVG. HEAD ON TOP OF LAYER 4 0.0022
CHANGE IN WATER STORAGE 0.003 44.267 0.02
SOIL WATER AT START OF YEAR 237.360 3187988.750
SOIL WATER AT END OF YEAR 237.364 3188033.000
INTERCEPTION WATER AT START OF YEAR 0.000 0.000
INTERCEPTION WATER AT END OF YEAR 0.000 0.000
SNOW WATER AT START OF YEAR 0.000 0.000 0.00
SNOW WATER AT END OF YEAR 0.000 0.000 0.00
ANNUAL WATER BUDGET BALANCE 0.0000 0.042 0.00
*******************************************************************************
*******************************************************************************
ANNUAL TOTALS FOR YEAR 1983
-------------------------------------------------------------------------------
INCHES CU. FEET PERCENT
-------- ---------- -------
PRECIPITATION 14.46 194212.375 100.00
RUNOFF 0.250 3353.964 1.73
POTENTIAL EVAPOTRANSPIRATION 60.129 807598.062
ACTUAL EVAPOTRANSPIRATION 11.142 149647.391 77.05
PERC./LEAKAGE THROUGH LAYER 2 1.175583 15789.253 8.13
AVG. HEAD ON TOP OF LAYER 2 0.0038
PERC./LEAKAGE THROUGH LAYER 4 0.707570 9503.377 4.89
AVG. HEAD ON TOP OF LAYER 4 0.0016
CHANGE IN WATER STORAGE 2.361 31707.619 16.33
SOIL WATER AT START OF YEAR 237.364 3188033.000
SOIL WATER AT END OF YEAR 238.177 3198954.750
INTERCEPTION WATER AT START OF YEAR 0.000 0.000
INTERCEPTION WATER AT END OF YEAR 0.000 0.000
SNOW WATER AT START OF YEAR 0.000 0.000 0.00
SNOW WATER AT END OF YEAR 1.548 20785.891 10.70
ANNUAL WATER BUDGET BALANCE 0.0000 0.010 0.00
*******************************************************************************
*******************************************************************************
ANNUAL TOTALS FOR YEAR 1997
-------------------------------------------------------------------------------
INCHES CU. FEET PERCENT
-------- ---------- -------
PRECIPITATION 17.99 241623.734 100.00
RUNOFF 0.523 7027.771 2.91
POTENTIAL EVAPOTRANSPIRATION 59.447 798431.812
ACTUAL EVAPOTRANSPIRATION 15.990 214757.750 88.88
PERC./LEAKAGE THROUGH LAYER 2 3.526795 47368.379 19.60
AVG. HEAD ON TOP OF LAYER 2 0.0101
PERC./LEAKAGE THROUGH LAYER 4 1.752188 23533.641 9.74
AVG. HEAD ON TOP OF LAYER 4 0.0039
CHANGE IN WATER STORAGE -0.275 -3695.492 -1.53
SOIL WATER AT START OF YEAR 238.177 3198954.750
SOIL WATER AT END OF YEAR 239.449 3216045.000
INTERCEPTION WATER AT START OF YEAR 0.000 0.000
INTERCEPTION WATER AT END OF YEAR 0.000 0.000
SNOW WATER AT START OF YEAR 1.548 20785.891 8.60
SNOW WATER AT END OF YEAR 0.000 0.000 0.00
ANNUAL WATER BUDGET BALANCE 0.0000 0.045 0.00
*******************************************************************************
*******************************************************************************
ANNUAL TOTALS FOR YEAR 2011
-------------------------------------------------------------------------------
INCHES CU. FEET PERCENT
-------- ---------- -------
PRECIPITATION 12.75 171245.312 100.00
RUNOFF 0.255 3427.540 2.00
POTENTIAL EVAPOTRANSPIRATION 60.900 817942.062
ACTUAL EVAPOTRANSPIRATION 11.056 148497.375 86.72
PERC./LEAKAGE THROUGH LAYER 2 1.217504 16352.297 9.55
AVG. HEAD ON TOP OF LAYER 2 0.0053
PERC./LEAKAGE THROUGH LAYER 4 2.084946 28002.912 16.35
AVG. HEAD ON TOP OF LAYER 4 0.0046
CHANGE IN WATER STORAGE -0.646 -8682.521 -5.07
SOIL WATER AT START OF YEAR 239.449 3216045.000
SOIL WATER AT END OF YEAR 238.803 3207362.750
INTERCEPTION WATER AT START OF YEAR 0.000 0.000
INTERCEPTION WATER AT END OF YEAR 0.000 0.000
SNOW WATER AT START OF YEAR 0.000 0.000 0.00
SNOW WATER AT END OF YEAR 0.000 0.000 0.00
ANNUAL WATER BUDGET BALANCE 0.0000 -0.006 0.00
*******************************************************************************
*******************************************************************************
ANNUAL TOTALS FOR YEAR 2015
-------------------------------------------------------------------------------
INCHES CU. FEET PERCENT
-------- ---------- -------
PRECIPITATION 12.12 162783.734 100.00
RUNOFF 0.166 2223.412 1.37
POTENTIAL EVAPOTRANSPIRATION 59.821 803456.188
ACTUAL EVAPOTRANSPIRATION 11.053 148456.969 91.20
PERC./LEAKAGE THROUGH LAYER 2 1.321476 17748.744 10.90
AVG. HEAD ON TOP OF LAYER 2 0.0073
PERC./LEAKAGE THROUGH LAYER 4 1.790002 24041.518 14.77
AVG. HEAD ON TOP OF LAYER 4 0.0040
CHANGE IN WATER STORAGE -0.889 -11938.211 -7.33
SOIL WATER AT START OF YEAR 238.803 3207362.750
SOIL WATER AT END OF YEAR 237.914 3195424.250
INTERCEPTION WATER AT START OF YEAR 0.000 0.000
INTERCEPTION WATER AT END OF YEAR 0.000 0.000
SNOW WATER AT START OF YEAR 0.000 0.000 0.00
SNOW WATER AT END OF YEAR 0.000 0.000 0.00
ANNUAL WATER BUDGET BALANCE 0.0000 0.035 0.00
*******************************************************************************
******************************************************************************
FINAL WATER STORAGE AT END OF YEAR 2015
------------------------------------------------------------------------------
LAYER (INCHES) (VOL/VOL)
----- -------- ---------
1 1.3192 0.2199
2 7.6860 0.4270
3 147.5490 0.2459
4 81.3600 0.4520
TOTAL WATER IN LAYERS 237.914
SNOW WATER 0.000
INTERCEPTION WATER 0.000
TOTAL FINAL WATER 237.914
******************************************************************************
******************************************************************************
PEAK DAILY VALUES FOR YEARS 1965 THROUGH 2015
------------------------------------------------------------------------------
(INCHES) (CU. FT.)
---------- -------------
PRECIPITATION 1.12 15042.720
RUNOFF 0.187 2508.6594
PERCOLATION/LEAKAGE THROUGH LAYER 2 0.372816 5007.29297
AVERAGE HEAD ON TOP OF LAYER 2 1.728
PERCOLATION/LEAKAGE THROUGH LAYER 4 0.008139 109.31974
AVERAGE HEAD ON TOP OF LAYER 4 0.007
SNOW WATER 1.76 23657.0449
MAXIMUM VEG. SOIL WATER (VOL/VOL) 0.4037
MINIMUM VEG. SOIL WATER (VOL/VOL) 0.1870
******************************************************************************
*******************************************************************************
AVERAGE MONTHLY VALUES IN INCHES FOR YEARS 1965 THROUGH 2015
-------------------------------------------------------------------------------
JAN/JUL FEB/AUG MAR/SEP APR/OCT MAY/NOV JUN/DEC
------- ------- ------- ------- ------- -------
PRECIPITATION
-------------
TOTALS 0.64 0.67 0.39 1.16 2.25 1.34
1.64 1.80 1.50 0.95 0.92 0.94
STD. DEVIATIONS 0.68 0.44 0.23 0.78 1.12 1.15
0.95 1.43 1.11 0.28 0.52 0.94
RUNOFF
------
TOTALS 0.011 0.006 0.000 0.009 0.051 0.030
0.025 0.055 0.034 0.043 0.009 0.000
STD. DEVIATIONS 0.025 0.009 0.000 0.020 0.035 0.051
0.054 0.106 0.077 0.040 0.017 0.000
POTENTIAL EVAPOTRANSPIRATION
----------------------------
TOTALS 1.345 1.882 3.079 5.434 7.380 8.628
10.480 8.802 6.368 3.442 2.036 1.288
STD. DEVIATIONS 0.107 0.104 0.175 0.320 0.395 0.201
0.152 0.296 0.424 0.112 0.158 0.122
ACTUAL EVAPOTRANSPIRATION
-------------------------
TOTALS 0.487 0.804 0.511 0.779 2.202 1.093
1.692 1.644 1.299 0.705 0.528 0.607
STD. DEVIATIONS 0.329 0.520 0.274 0.645 0.652 0.955
1.164 1.213 0.922 0.378 0.166 0.182
PERCOLATION/LEAKAGE THROUGH LAYER 2
------------------------------------
TOTALS 0.5020 0.1059 0.0000 0.0674 0.4198 0.0933
0.0618 0.0555 0.0737 0.1161 0.0780 0.0670
STD. DEVIATIONS 1.1226 0.1358 0.0000 0.1248 0.3518 0.1765
0.0872 0.1242 0.1647 0.1816 0.1699 0.1214
PERCOLATION/LEAKAGE THROUGH LAYER 4
------------------------------------
TOTALS 0.1266 0.0777 0.1315 0.1142 0.0820 0.0894
0.1594 0.1267 0.1515 0.1178 0.1409 0.1416
STD. DEVIATIONS 0.0884 0.0769 0.1206 0.0939 0.0763 0.0542
0.0549 0.0788 0.0888 0.0828 0.0926 0.1071
-------------------------------------------------------------------------------
AVERAGES OF MONTHLY AVERAGED DAILY HEADS (INCHES)
-------------------------------------------------------------------------------
DAILY AVERAGE HEAD ON TOP OF LAYER 2
-------------------------------------
AVERAGES 0.0170 0.0039 0.0000 0.0032 0.0268 0.0030
0.0023 0.0005 0.0031 0.0035 0.0044 0.0017
STD. DEVIATIONS 0.0381 0.0051 0.0000 0.0063 0.0280 0.0052
0.0032 0.0012 0.0070 0.0048 0.0097 0.0031
DAILY AVERAGE HEAD ON TOP OF LAYER 4
-------------------------------------
AVERAGES 0.0033 0.0023 0.0034 0.0031 0.0022 0.0024
0.0042 0.0033 0.0041 0.0031 0.0038 0.0037
STD. DEVIATIONS 0.0023 0.0022 0.0031 0.0025 0.0020 0.0015
0.0014 0.0020 0.0024 0.0022 0.0025 0.0028
*******************************************************************************
*******************************************************************************
AVERAGE ANNUAL TOTALS & (STD. DEVIATIONS) FOR YEARS 1965 THROUGH 2015
-------------------------------------------------------------------------------
INCHES CU. FEET PERCENT
------------------- ------------- ---------
PRECIPITATION 14.20 ( 2.300) 190666.5 100.00
RUNOFF 0.275 ( 0.1448) 3687.92 1.934
POTENTIAL EVAPOTRANSPIRATION 60.165 ( 0.5715) 808072.69
ACTUAL EVAPOTRANSPIRATION 12.351 ( 2.1266) 165891.73 87.006
PERCOLATION/LEAKAGE THROUGH 1.64070 ( 1.06244) 22036.213 11.55746
LAYER 2
AVERAGE HEAD ON TOP 0.006 ( 0.003)
OF LAYER 2
PERCOLATION/LEAKAGE THROUGH 1.45929 ( 0.59145) 19599.709 10.27958
LAYER 4
AVERAGE HEAD ON TOP 0.003 ( 0.001)
OF LAYER 4
CHANGE IN WATER STORAGE 0.111 ( 1.3034) 1487.13 0.780
*******************************************************************************
*******************************************************************************
******************************************************************************
******************************************************************************
** **
** **
** HYDROLOGIC EVALUATION OF LANDFILL PERFORMANCE **
** **
** HELP Version 3.95 D (10 August 2012) **
** developed at **
** Institute of Soil Science, University of Hamburg, Germany **
** based on **
** US HELP MODEL VERSION 3.07 (1 NOVEMBER 1997) **
** DEVELOPED BY ENVIRONMENTAL LABORATORY **
** USAE WATERWAYS EXPERIMENT STATION **
** FOR USEPA RISK REDUCTION ENGINEERING LABORATORY **
** **
** **
******************************************************************************
******************************************************************************
TIME: 17.00 DATE: 11.12.2024
PRECIPITATION DATA FILE: N:\GECARCHIVE\HELP_Model\2024\35247211\HELP Background
Files\EEI CELL 7 Precipitation - Wettest 5 yr DUCHESNE.d4
TEMPERATURE DATA FILE: N:\GECARCHIVE\HELP_Model\2024\35247211\HELP Background
Files\EEI CELL 7 Tempurature - auto 5 yr Salt Lake City WETTEST.d7
SOLAR RADIATION DATA FILE: N:\GECARCHIVE\HELP_Model\2024\35247211\HELP Background
Files\EEI CELL 7 Solar Radiation - auto 5 yr Salt Lake City WETTEST.d13
EVAPOTRANSPIRATION DATA F. 1: N:\GECARCHIVE\HELP_Model\2024\35247211\HELP Background
Files\EEI CELL 7.d11
SOIL AND DESIGN DATA FILE 1: N:\GECARCHIVE\HELP_Model\2024\35247211\HELP Background
Files\EEI CELL 7 Soil Alternate Design Top Area 5 WETTEST 10-6 CLAY.d10
OUTPUT DATA FILE: N:\GECARCHIVE\HELP_Model\2024\35247211\HELP Results\EEI
CELL 7 Alternate design Top Area-5 WETTEST 10-6 CLAY.out
YEARLY OUTPUT DATA FILE: N:\GECARCHIVE\HELP_Model\2024\35247211\HELP Results\EEI
CELL 7 Alternate design Top Area-5 WETTEST 10-6 CLAY.YR
COLUMNS OF YEARLY OUTPUT DATA FILE:
1 DATE OF ULTIMO (yyyy1231)
2 PRECIPITATION (INCH)
3 RUNOFF (INCH)
4 POTENTIAL EVAPOTRANSPIRATION (INCH)
5 ACTUAL EVAPOTRANSPIRATION (INCH)
6 LEAK #1: PERCOLATION/LEAKAGE THROUGH LAYER 2 (INCH)
7 LEAK #2: PERCOLATION/LEAKAGE THROUGH LAYER 4 (INCH)
8 CHANGE IN TOTAL WATER STORAGE (INCH)
9 CHANGE IN SOIL WATER STORAGE (INCH)
10 CHANGE IN INTERCEPTION WATER STORAGE (INCH)
11 CHANGE IN SNOW WATER STORAGE (INCH)
12 ANNUAL WATER BUDGET BALANCE (INCH)
******************************************************************************
TITLE: EEI - Cover Alternate Design Top Area 10-6 CLAY
******************************************************************************
WEATHER DATA SOURCES
------------------------------------------------------------------------------
NOTE: PRECIPITATION DATA FOR Duchesne Utah
WAS ENTERED BY THE USER.
NOTE: TEMPERATURE DATA WAS SYNTHETICALLY GENERATED USING
COEFFICIENTS FOR SALT LAKE CITY UTAH
NORMAL MEAN MONTHLY TEMPERATURE (DEGREES FAHRENHEIT)
JAN/JUL FEB/AUG MAR/SEP APR/OCT MAY/NOV JUN/DEC
------- ------- ------- ------- ------- -------
28.60 34.10 40.70 49.20 58.80 68.30
77.50 74.90 65.00 53.00 39.70 30.30
NOTE: SOLAR RADIATION DATA WAS SYNTHETICALLY GENERATED USING
COEFFICIENTS FOR SALT LAKE CITY UTAH
AND STATION LATITUDE = 40.76 DEGREES
******************************************************************************
LAYER DATA 1
------------------------------------------------------------------------------
VALID FOR 5 YEARS
NOTE: INITIAL MOISTURE CONTENT OF THE LAYERS AND SNOW WATER WERE
COMPUTED AS NEARLY STEADY-STATE VALUES BY THE PROGRAM.
LAYER 1
--------
TYPE 1 - VERTICAL PERCOLATION LAYER
MATERIAL TEXTURE NUMBER 11
THICKNESS = 6.00 INCHES
POROSITY = 0.4640 VOL/VOL
FIELD CAPACITY = 0.3100 VOL/VOL
WILTING POINT = 0.1870 VOL/VOL
INITIAL SOIL WATER CONTENT = 0.2792 VOL/VOL
EFFECTIVE SAT. HYD. CONDUCT.= 0.6400E-04 CM/SEC
NOTE: SATURATED HYDRAULIC CONDUCTIVITY IS MULTIPLIED BY 1.80
FOR ROOT CHANNELS IN TOP HALF OF EVAPORATIVE ZONE.
LAYER 2
--------
TYPE 3 - BARRIER SOIL LINER
MATERIAL TEXTURE NUMBER 0
THICKNESS = 6.00 INCHES
POROSITY = 0.4270 VOL/VOL
FIELD CAPACITY = 0.4180 VOL/VOL
WILTING POINT = 0.3670 VOL/VOL
INITIAL SOIL WATER CONTENT = 0.4270 VOL/VOL
EFFECTIVE SAT. HYD. CONDUCT.= 0.1000E-05 CM/SEC
LAYER 3
--------
TYPE 1 - VERTICAL PERCOLATION LAYER
MATERIAL TEXTURE NUMBER 10
THICKNESS = 600.00 INCHES
POROSITY = 0.3980 VOL/VOL
FIELD CAPACITY = 0.2440 VOL/VOL
WILTING POINT = 0.1360 VOL/VOL
INITIAL SOIL WATER CONTENT = 0.2444 VOL/VOL
EFFECTIVE SAT. HYD. CONDUCT.= 0.1200E-03 CM/SEC
LAYER 4
--------
TYPE 3 - BARRIER SOIL LINER
MATERIAL TEXTURE NUMBER 0
THICKNESS = 180.00 INCHES
POROSITY = 0.4520 VOL/VOL
FIELD CAPACITY = 0.4110 VOL/VOL
WILTING POINT = 0.3110 VOL/VOL
INITIAL SOIL WATER CONTENT = 0.4520 VOL/VOL
EFFECTIVE SAT. HYD. CONDUCT.= 0.1300E-05 CM/SEC
******************************************************************************
GENERAL DESIGN AND EVAPORATIVE ZONE DATA 1
------------------------------------------------------------------------------
VALID FOR 5 YEARS
NOTE: SCS RUNOFF CURVE NUMBER WAS COMPUTED FROM DEFAULT
SOIL DATA BASE USING SOIL TEXTURE #11 WITH A
POOR STAND OF GRASS, A SURFACE SLOPE OF 2.%
AND A SLOPE LENGTH OF 225. FEET.
SCS RUNOFF CURVE NUMBER = 90.90
FRACTION OF AREA ALLOWING RUNOFF = 100.0 PERCENT
AREA PROJECTED ON HORIZONTAL PLANE = 3.700 ACRES
EVAPORATIVE ZONE DEPTH = 6.0 INCHES
INITIAL WATER IN EVAPORATIVE ZONE = 1.675 INCHES
UPPER LIMIT OF EVAPORATIVE STORAGE = 2.784 INCHES
FIELD CAPACITY OF EVAPORATIVE ZONE = 1.860 INCHES
LOWER LIMIT OF EVAPORATIVE STORAGE = 1.122 INCHES
SOIL EVAPORATION ZONE DEPTH = 6.000 INCHES
INITIAL SNOW WATER = 0.000 INCHES
INITIAL INTERCEPTION WATER = 0.000 INCHES
INITIAL WATER IN LAYER MATERIALS = 232.244 INCHES
TOTAL INITIAL WATER = 232.244 INCHES
TOTAL SUBSURFACE INFLOW = 0.00 INCHES/YEAR
******************************************************************************
EVAPOTRANSPIRATION DATA 1
------------------------------------------------------------------------------
VALID FOR 5 YEARS
NOTE: EVAPOTRANSPIRATION DATA WAS OBTAINED FROM
SALT LAKE CITY UTAH
STATION LATITUDE = 40.76 DEGREES
MAXIMUM LEAF AREA INDEX = 1.00
START OF GROWING SEASON (JULIAN DATE) = 117
END OF GROWING SEASON (JULIAN DATE) = 289
EVAPORATIVE ZONE DEPTH = 6.0 INCHES
AVERAGE ANNUAL WIND SPEED = 8.80 MPH
AVERAGE 1ST QUARTER RELATIVE HUMIDITY = 67.0 %
AVERAGE 2ND QUARTER RELATIVE HUMIDITY = 48.0 %
AVERAGE 3RD QUARTER RELATIVE HUMIDITY = 39.0 %
AVERAGE 4TH QUARTER RELATIVE HUMIDITY = 65.0 %
******************************************************************************
*******************************************************************************
ANNUAL TOTALS FOR YEAR 1965
-------------------------------------------------------------------------------
INCHES CU. FEET PERCENT
-------- ---------- -------
PRECIPITATION 13.66 183467.484 100.00
RUNOFF 0.180 2421.286 1.32
POTENTIAL EVAPOTRANSPIRATION 60.527 812935.500
ACTUAL EVAPOTRANSPIRATION 12.693 170483.109 92.92
PERC./LEAKAGE THROUGH LAYER 2 0.783642 10525.097 5.74
AVG. HEAD ON TOP OF LAYER 2 0.0401
PERC./LEAKAGE THROUGH LAYER 4 0.783018 10516.712 5.73
AVG. HEAD ON TOP OF LAYER 4 0.0018
CHANGE IN WATER STORAGE 0.003 46.317 0.03
SOIL WATER AT START OF YEAR 232.244 3119267.000
SOIL WATER AT END OF YEAR 232.247 3119313.250
INTERCEPTION WATER AT START OF YEAR 0.000 0.000
INTERCEPTION WATER AT END OF YEAR 0.000 0.000
SNOW WATER AT START OF YEAR 0.000 0.000 0.00
SNOW WATER AT END OF YEAR 0.000 0.000 0.00
ANNUAL WATER BUDGET BALANCE 0.0000 0.081 0.00
*******************************************************************************
*******************************************************************************
ANNUAL TOTALS FOR YEAR 1983
-------------------------------------------------------------------------------
INCHES CU. FEET PERCENT
-------- ---------- -------
PRECIPITATION 14.46 194212.375 100.00
RUNOFF 0.233 3128.161 1.61
POTENTIAL EVAPOTRANSPIRATION 60.129 807598.062
ACTUAL EVAPOTRANSPIRATION 11.257 151196.141 77.85
PERC./LEAKAGE THROUGH LAYER 2 1.079423 14497.729 7.46
AVG. HEAD ON TOP OF LAYER 2 0.0597
PERC./LEAKAGE THROUGH LAYER 4 0.731702 9827.484 5.06
AVG. HEAD ON TOP OF LAYER 4 0.0017
CHANGE IN WATER STORAGE 2.238 30060.510 15.48
SOIL WATER AT START OF YEAR 232.247 3119313.250
SOIL WATER AT END OF YEAR 232.938 3128588.000
INTERCEPTION WATER AT START OF YEAR 0.000 0.000
INTERCEPTION WATER AT END OF YEAR 0.000 0.000
SNOW WATER AT START OF YEAR 0.000 0.000 0.00
SNOW WATER AT END OF YEAR 1.548 20785.891 10.70
ANNUAL WATER BUDGET BALANCE 0.0000 0.054 0.00
*******************************************************************************
*******************************************************************************
ANNUAL TOTALS FOR YEAR 1997
-------------------------------------------------------------------------------
INCHES CU. FEET PERCENT
-------- ---------- -------
PRECIPITATION 17.99 241623.734 100.00
RUNOFF 0.888 11930.398 4.94
POTENTIAL EVAPOTRANSPIRATION 59.447 798431.812
ACTUAL EVAPOTRANSPIRATION 16.196 217525.484 90.03
PERC./LEAKAGE THROUGH LAYER 2 2.956272 39705.695 16.43
AVG. HEAD ON TOP OF LAYER 2 0.4458
PERC./LEAKAGE THROUGH LAYER 4 1.666553 22383.471 9.26
AVG. HEAD ON TOP OF LAYER 4 0.0037
CHANGE IN WATER STORAGE -0.761 -10215.684 -4.23
SOIL WATER AT START OF YEAR 232.938 3128588.000
SOIL WATER AT END OF YEAR 233.725 3139158.250
INTERCEPTION WATER AT START OF YEAR 0.000 0.000
INTERCEPTION WATER AT END OF YEAR 0.000 0.000
SNOW WATER AT START OF YEAR 1.548 20785.891 8.60
SNOW WATER AT END OF YEAR 0.000 0.000 0.00
ANNUAL WATER BUDGET BALANCE 0.0000 0.035 0.00
*******************************************************************************
*******************************************************************************
ANNUAL TOTALS FOR YEAR 2011
-------------------------------------------------------------------------------
INCHES CU. FEET PERCENT
-------- ---------- -------
PRECIPITATION 12.75 171245.312 100.00
RUNOFF 0.268 3592.903 2.10
POTENTIAL EVAPOTRANSPIRATION 60.900 817942.062
ACTUAL EVAPOTRANSPIRATION 11.262 151257.578 88.33
PERC./LEAKAGE THROUGH LAYER 2 1.001366 13449.345 7.85
AVG. HEAD ON TOP OF LAYER 2 0.0718
PERC./LEAKAGE THROUGH LAYER 4 1.983889 26645.619 15.56
AVG. HEAD ON TOP OF LAYER 4 0.0044
CHANGE IN WATER STORAGE -0.763 -10250.934 -5.99
SOIL WATER AT START OF YEAR 233.725 3139158.250
SOIL WATER AT END OF YEAR 232.962 3128907.250
INTERCEPTION WATER AT START OF YEAR 0.000 0.000
INTERCEPTION WATER AT END OF YEAR 0.000 0.000
SNOW WATER AT START OF YEAR 0.000 0.000 0.00
SNOW WATER AT END OF YEAR 0.000 0.000 0.00
ANNUAL WATER BUDGET BALANCE 0.0000 0.130 0.00
*******************************************************************************
*******************************************************************************
ANNUAL TOTALS FOR YEAR 2015
-------------------------------------------------------------------------------
INCHES CU. FEET PERCENT
-------- ---------- -------
PRECIPITATION 12.12 162783.734 100.00
RUNOFF 0.165 2222.641 1.37
POTENTIAL EVAPOTRANSPIRATION 59.821 803456.188
ACTUAL EVAPOTRANSPIRATION 11.218 150672.766 92.56
PERC./LEAKAGE THROUGH LAYER 2 1.156059 15527.032 9.54
AVG. HEAD ON TOP OF LAYER 2 0.0582
PERC./LEAKAGE THROUGH LAYER 4 1.645073 22094.982 13.57
AVG. HEAD ON TOP OF LAYER 4 0.0036
CHANGE IN WATER STORAGE -0.909 -12206.479 -7.50
SOIL WATER AT START OF YEAR 232.962 3128907.250
SOIL WATER AT END OF YEAR 232.053 3116701.000
INTERCEPTION WATER AT START OF YEAR 0.000 0.000
INTERCEPTION WATER AT END OF YEAR 0.000 0.000
SNOW WATER AT START OF YEAR 0.000 0.000 0.00
SNOW WATER AT END OF YEAR 0.000 0.000 0.00
ANNUAL WATER BUDGET BALANCE 0.0000 -0.160 0.00
*******************************************************************************
******************************************************************************
FINAL WATER STORAGE AT END OF YEAR 2015
------------------------------------------------------------------------------
LAYER (INCHES) (VOL/VOL)
----- -------- ---------
1 1.3177 0.2196
2 2.5620 0.4270
3 146.8132 0.2447
4 81.3600 0.4520
TOTAL WATER IN LAYERS 232.053
SNOW WATER 0.000
INTERCEPTION WATER 0.000
TOTAL FINAL WATER 232.053
******************************************************************************
******************************************************************************
PEAK DAILY VALUES FOR YEARS 1965 THROUGH 2015
------------------------------------------------------------------------------
(INCHES) (CU. FT.)
---------- -------------
PRECIPITATION 1.12 15042.720
RUNOFF 0.187 2508.4114
PERCOLATION/LEAKAGE THROUGH LAYER 2 0.067236 903.05109
AVERAGE HEAD ON TOP OF LAYER 2 5.860
PERCOLATION/LEAKAGE THROUGH LAYER 4 0.007703 103.45377
AVERAGE HEAD ON TOP OF LAYER 4 0.006
SNOW WATER 1.76 23657.0449
MAXIMUM VEG. SOIL WATER (VOL/VOL) 0.4640
MINIMUM VEG. SOIL WATER (VOL/VOL) 0.1870
******************************************************************************
*******************************************************************************
AVERAGE MONTHLY VALUES IN INCHES FOR YEARS 1965 THROUGH 2015
-------------------------------------------------------------------------------
JAN/JUL FEB/AUG MAR/SEP APR/OCT MAY/NOV JUN/DEC
------- ------- ------- ------- ------- -------
PRECIPITATION
-------------
TOTALS 0.64 0.67 0.39 1.16 2.25 1.34
1.64 1.80 1.50 0.95 0.92 0.94
STD. DEVIATIONS 0.68 0.44 0.23 0.78 1.12 1.15
0.95 1.43 1.11 0.28 0.52 0.94
RUNOFF
------
TOTALS 0.084 0.006 0.000 0.009 0.054 0.030
0.025 0.055 0.034 0.039 0.009 0.000
STD. DEVIATIONS 0.188 0.009 0.000 0.020 0.037 0.052
0.053 0.106 0.076 0.035 0.017 0.000
POTENTIAL EVAPOTRANSPIRATION
----------------------------
TOTALS 1.345 1.882 3.079 5.434 7.380 8.628
10.480 8.802 6.368 3.442 2.036 1.288
STD. DEVIATIONS 0.107 0.104 0.175 0.320 0.395 0.201
0.152 0.296 0.424 0.112 0.158 0.122
ACTUAL EVAPOTRANSPIRATION
-------------------------
TOTALS 0.490 0.809 0.513 0.781 2.253 1.143
1.696 1.672 1.318 0.716 0.529 0.606
STD. DEVIATIONS 0.331 0.522 0.275 0.646 0.692 0.987
1.183 1.269 0.905 0.383 0.167 0.181
PERCOLATION/LEAKAGE THROUGH LAYER 2
------------------------------------
TOTALS 0.3599 0.1696 0.0000 0.0621 0.3459 0.0700
0.0515 0.0279 0.0653 0.0983 0.0445 0.1003
STD. DEVIATIONS 0.8047 0.1606 0.0000 0.1234 0.2762 0.1260
0.0768 0.0623 0.1461 0.1457 0.0960 0.1389
PERCOLATION/LEAKAGE THROUGH LAYER 4
------------------------------------
TOTALS 0.1238 0.0850 0.1044 0.1093 0.0886 0.0749
0.1576 0.1272 0.1441 0.0816 0.1310 0.1346
STD. DEVIATIONS 0.0757 0.0736 0.0916 0.0916 0.0689 0.0593
0.0534 0.0689 0.0876 0.0949 0.0874 0.0943
-------------------------------------------------------------------------------
AVERAGES OF MONTHLY AVERAGED DAILY HEADS (INCHES)
-------------------------------------------------------------------------------
DAILY AVERAGE HEAD ON TOP OF LAYER 2
-------------------------------------
AVERAGES 0.8767 0.1323 0.0000 0.0372 0.2797 0.0642
0.0044 0.0233 0.0605 0.0596 0.0542 0.0293
STD. DEVIATIONS 1.9604 0.1456 0.0000 0.0828 0.3008 0.1377
0.0066 0.0520 0.1352 0.1114 0.1210 0.0401
DAILY AVERAGE HEAD ON TOP OF LAYER 4
-------------------------------------
AVERAGES 0.0032 0.0025 0.0027 0.0030 0.0023 0.0020
0.0041 0.0033 0.0039 0.0021 0.0035 0.0035
STD. DEVIATIONS 0.0020 0.0021 0.0024 0.0025 0.0018 0.0016
0.0014 0.0018 0.0024 0.0025 0.0024 0.0025
*******************************************************************************
*******************************************************************************
AVERAGE ANNUAL TOTALS & (STD. DEVIATIONS) FOR YEARS 1965 THROUGH 2015
-------------------------------------------------------------------------------
INCHES CU. FEET PERCENT
------------------- ------------- ---------
PRECIPITATION 14.20 ( 2.300) 190666.5 100.00
RUNOFF 0.347 ( 0.3054) 4659.08 2.444
POTENTIAL EVAPOTRANSPIRATION 60.165 ( 0.5715) 808072.69
ACTUAL EVAPOTRANSPIRATION 12.525 ( 2.1455) 168227.02 88.231
PERCOLATION/LEAKAGE THROUGH 1.39535 ( 0.88359) 18740.980 9.82919
LAYER 2
AVERAGE HEAD ON TOP 0.135 ( 0.174)
OF LAYER 2
PERCOLATION/LEAKAGE THROUGH 1.36205 ( 0.56836) 18293.652 9.59458
LAYER 4
AVERAGE HEAD ON TOP 0.003 ( 0.001)
OF LAYER 4
CHANGE IN WATER STORAGE -0.038 ( 1.3218) -513.25 -0.269
*******************************************************************************
*******************************************************************************
******************************************************************************
******************************************************************************
** **
** **
** HYDROLOGIC EVALUATION OF LANDFILL PERFORMANCE **
** **
** HELP Version 3.95 D (10 August 2012) **
** developed at **
** Institute of Soil Science, University of Hamburg, Germany **
** based on **
** US HELP MODEL VERSION 3.07 (1 NOVEMBER 1997) **
** DEVELOPED BY ENVIRONMENTAL LABORATORY **
** USAE WATERWAYS EXPERIMENT STATION **
** FOR USEPA RISK REDUCTION ENGINEERING LABORATORY **
** **
** **
******************************************************************************
******************************************************************************
TIME: 16.56 DATE: 11.12.2024
PRECIPITATION DATA FILE: N:\GECARCHIVE\HELP_Model\2024\35247211\HELP Background
Files\EEI CELL 7 Precipitation - Wettest 5 yr DUCHESNE.d4
TEMPERATURE DATA FILE: N:\GECARCHIVE\HELP_Model\2024\35247211\HELP Background
Files\EEI CELL 7 Tempurature - auto 5 yr Salt Lake City WETTEST.d7
SOLAR RADIATION DATA FILE: N:\GECARCHIVE\HELP_Model\2024\35247211\HELP Background
Files\EEI CELL 7 Solar Radiation - auto 5 yr Salt Lake City WETTEST.d13
EVAPOTRANSPIRATION DATA F. 1: N:\GECARCHIVE\HELP_Model\2024\35247211\HELP Background
Files\EEI CELL 7.d11
SOIL AND DESIGN DATA FILE 1: N:\GECARCHIVE\HELP_Model\2024\35247211\HELP Background
Files\EEI CELL 7 Soil Alternate Design Top Area 5 WETTEST.d10
OUTPUT DATA FILE: N:\GECARCHIVE\HELP_Model\2024\35247211\HELP Results\EEI
CELL 7 Alternate design Top Area-5 WETTEST.out
YEARLY OUTPUT DATA FILE: N:\GECARCHIVE\HELP_Model\2024\35247211\HELP Results\EEI
CELL 7 Alternate design Top Area-5 WETTEST.YR
COLUMNS OF YEARLY OUTPUT DATA FILE:
1 DATE OF ULTIMO (yyyy1231)
2 PRECIPITATION (INCH)
3 RUNOFF (INCH)
4 POTENTIAL EVAPOTRANSPIRATION (INCH)
5 ACTUAL EVAPOTRANSPIRATION (INCH)
6 LEAK #1: PERCOLATION/LEAKAGE THROUGH LAYER 2 (INCH)
7 LEAK #2: PERCOLATION/LEAKAGE THROUGH LAYER 4 (INCH)
8 CHANGE IN TOTAL WATER STORAGE (INCH)
9 CHANGE IN SOIL WATER STORAGE (INCH)
10 CHANGE IN INTERCEPTION WATER STORAGE (INCH)
11 CHANGE IN SNOW WATER STORAGE (INCH)
12 ANNUAL WATER BUDGET BALANCE (INCH)
******************************************************************************
TITLE: EEI - Cover Alternate Design Top Area
******************************************************************************
WEATHER DATA SOURCES
------------------------------------------------------------------------------
NOTE: PRECIPITATION DATA FOR Duchesne Utah
WAS ENTERED BY THE USER.
NOTE: TEMPERATURE DATA WAS SYNTHETICALLY GENERATED USING
COEFFICIENTS FOR SALT LAKE CITY UTAH
NORMAL MEAN MONTHLY TEMPERATURE (DEGREES FAHRENHEIT)
JAN/JUL FEB/AUG MAR/SEP APR/OCT MAY/NOV JUN/DEC
------- ------- ------- ------- ------- -------
28.60 34.10 40.70 49.20 58.80 68.30
77.50 74.90 65.00 53.00 39.70 30.30
NOTE: SOLAR RADIATION DATA WAS SYNTHETICALLY GENERATED USING
COEFFICIENTS FOR SALT LAKE CITY UTAH
AND STATION LATITUDE = 40.76 DEGREES
******************************************************************************
LAYER DATA 1
------------------------------------------------------------------------------
VALID FOR 5 YEARS
NOTE: INITIAL MOISTURE CONTENT OF THE LAYERS AND SNOW WATER WERE
COMPUTED AS NEARLY STEADY-STATE VALUES BY THE PROGRAM.
LAYER 1
--------
TYPE 1 - VERTICAL PERCOLATION LAYER
MATERIAL TEXTURE NUMBER 11
THICKNESS = 6.00 INCHES
POROSITY = 0.4640 VOL/VOL
FIELD CAPACITY = 0.3100 VOL/VOL
WILTING POINT = 0.1870 VOL/VOL
INITIAL SOIL WATER CONTENT = 0.3118 VOL/VOL
EFFECTIVE SAT. HYD. CONDUCT.= 0.6400E-04 CM/SEC
NOTE: SATURATED HYDRAULIC CONDUCTIVITY IS MULTIPLIED BY 1.80
FOR ROOT CHANNELS IN TOP HALF OF EVAPORATIVE ZONE.
LAYER 2
--------
TYPE 3 - BARRIER SOIL LINER
MATERIAL TEXTURE NUMBER 16
THICKNESS = 6.00 INCHES
POROSITY = 0.4270 VOL/VOL
FIELD CAPACITY = 0.4180 VOL/VOL
WILTING POINT = 0.3670 VOL/VOL
INITIAL SOIL WATER CONTENT = 0.4270 VOL/VOL
EFFECTIVE SAT. HYD. CONDUCT.= 0.1000E-06 CM/SEC
LAYER 3
--------
TYPE 1 - VERTICAL PERCOLATION LAYER
MATERIAL TEXTURE NUMBER 10
THICKNESS = 600.00 INCHES
POROSITY = 0.3980 VOL/VOL
FIELD CAPACITY = 0.2440 VOL/VOL
WILTING POINT = 0.1360 VOL/VOL
INITIAL SOIL WATER CONTENT = 0.2440 VOL/VOL
EFFECTIVE SAT. HYD. CONDUCT.= 0.1200E-03 CM/SEC
LAYER 4
--------
TYPE 3 - BARRIER SOIL LINER
MATERIAL TEXTURE NUMBER 0
THICKNESS = 180.00 INCHES
POROSITY = 0.4520 VOL/VOL
FIELD CAPACITY = 0.4110 VOL/VOL
WILTING POINT = 0.3110 VOL/VOL
INITIAL SOIL WATER CONTENT = 0.4520 VOL/VOL
EFFECTIVE SAT. HYD. CONDUCT.= 0.1300E-05 CM/SEC
******************************************************************************
GENERAL DESIGN AND EVAPORATIVE ZONE DATA 1
------------------------------------------------------------------------------
VALID FOR 5 YEARS
NOTE: SCS RUNOFF CURVE NUMBER WAS COMPUTED FROM DEFAULT
SOIL DATA BASE USING SOIL TEXTURE #11 WITH A
POOR STAND OF GRASS, A SURFACE SLOPE OF 2.%
AND A SLOPE LENGTH OF 225. FEET.
SCS RUNOFF CURVE NUMBER = 90.90
FRACTION OF AREA ALLOWING RUNOFF = 100.0 PERCENT
AREA PROJECTED ON HORIZONTAL PLANE = 3.700 ACRES
EVAPORATIVE ZONE DEPTH = 6.0 INCHES
INITIAL WATER IN EVAPORATIVE ZONE = 1.871 INCHES
UPPER LIMIT OF EVAPORATIVE STORAGE = 2.784 INCHES
FIELD CAPACITY OF EVAPORATIVE ZONE = 1.860 INCHES
LOWER LIMIT OF EVAPORATIVE STORAGE = 1.122 INCHES
SOIL EVAPORATION ZONE DEPTH = 6.000 INCHES
INITIAL SNOW WATER = 0.000 INCHES
INITIAL INTERCEPTION WATER = 0.000 INCHES
INITIAL WATER IN LAYER MATERIALS = 232.221 INCHES
TOTAL INITIAL WATER = 232.221 INCHES
TOTAL SUBSURFACE INFLOW = 0.00 INCHES/YEAR
******************************************************************************
EVAPOTRANSPIRATION DATA 1
------------------------------------------------------------------------------
VALID FOR 5 YEARS
NOTE: EVAPOTRANSPIRATION DATA WAS OBTAINED FROM
SALT LAKE CITY UTAH
STATION LATITUDE = 40.76 DEGREES
MAXIMUM LEAF AREA INDEX = 1.00
START OF GROWING SEASON (JULIAN DATE) = 117
END OF GROWING SEASON (JULIAN DATE) = 289
EVAPORATIVE ZONE DEPTH = 6.0 INCHES
AVERAGE ANNUAL WIND SPEED = 8.80 MPH
AVERAGE 1ST QUARTER RELATIVE HUMIDITY = 67.0 %
AVERAGE 2ND QUARTER RELATIVE HUMIDITY = 48.0 %
AVERAGE 3RD QUARTER RELATIVE HUMIDITY = 39.0 %
AVERAGE 4TH QUARTER RELATIVE HUMIDITY = 65.0 %
******************************************************************************
*******************************************************************************
ANNUAL TOTALS FOR YEAR 1965
-------------------------------------------------------------------------------
INCHES CU. FEET PERCENT
-------- ---------- -------
PRECIPITATION 13.66 183467.484 100.00
RUNOFF 0.179 2400.405 1.31
POTENTIAL EVAPOTRANSPIRATION 60.527 812935.500
ACTUAL EVAPOTRANSPIRATION 13.094 175868.047 95.86
PERC./LEAKAGE THROUGH LAYER 2 0.379849 5101.753 2.78
AVG. HEAD ON TOP OF LAYER 2 0.1896
PERC./LEAKAGE THROUGH LAYER 4 0.379753 5100.461 2.78
AVG. HEAD ON TOP OF LAYER 4 0.0008
CHANGE IN WATER STORAGE 0.007 98.577 0.05
SOIL WATER AT START OF YEAR 232.221 3118966.000
SOIL WATER AT END OF YEAR 232.229 3119064.250
INTERCEPTION WATER AT START OF YEAR 0.000 0.000
INTERCEPTION WATER AT END OF YEAR 0.000 0.000
SNOW WATER AT START OF YEAR 0.000 0.000 0.00
SNOW WATER AT END OF YEAR 0.000 0.000 0.00
ANNUAL WATER BUDGET BALANCE 0.0000 0.015 0.00
*******************************************************************************
*******************************************************************************
ANNUAL TOTALS FOR YEAR 1983
-------------------------------------------------------------------------------
INCHES CU. FEET PERCENT
-------- ---------- -------
PRECIPITATION 14.46 194212.375 100.00
RUNOFF 0.245 3294.524 1.70
POTENTIAL EVAPOTRANSPIRATION 60.129 807598.062
ACTUAL EVAPOTRANSPIRATION 11.754 157874.016 81.29
PERC./LEAKAGE THROUGH LAYER 2 0.502665 6751.293 3.48
AVG. HEAD ON TOP OF LAYER 2 0.4150
PERC./LEAKAGE THROUGH LAYER 4 0.440368 5914.588 3.05
AVG. HEAD ON TOP OF LAYER 4 0.0010
CHANGE IN WATER STORAGE 2.020 27129.242 13.97
SOIL WATER AT START OF YEAR 232.229 3119064.250
SOIL WATER AT END OF YEAR 232.701 3125407.750
INTERCEPTION WATER AT START OF YEAR 0.000 0.000
INTERCEPTION WATER AT END OF YEAR 0.000 0.000
SNOW WATER AT START OF YEAR 0.000 0.000 0.00
SNOW WATER AT END OF YEAR 1.548 20785.891 10.70
ANNUAL WATER BUDGET BALANCE 0.0000 -0.010 0.00
*******************************************************************************
*******************************************************************************
ANNUAL TOTALS FOR YEAR 1997
-------------------------------------------------------------------------------
INCHES CU. FEET PERCENT
-------- ---------- -------
PRECIPITATION 17.99 241623.734 100.00
RUNOFF 2.279 30612.719 12.67
POTENTIAL EVAPOTRANSPIRATION 59.447 798431.812
ACTUAL EVAPOTRANSPIRATION 17.255 231749.484 95.91
PERC./LEAKAGE THROUGH LAYER 2 0.776835 10433.670 4.32
AVG. HEAD ON TOP OF LAYER 2 1.0136
PERC./LEAKAGE THROUGH LAYER 4 0.867971 11657.724 4.82
AVG. HEAD ON TOP OF LAYER 4 0.0019
CHANGE IN WATER STORAGE -2.412 -32396.428 -13.41
SOIL WATER AT START OF YEAR 232.701 3125407.750
SOIL WATER AT END OF YEAR 231.837 3113797.250
INTERCEPTION WATER AT START OF YEAR 0.000 0.000
INTERCEPTION WATER AT END OF YEAR 0.000 0.000
SNOW WATER AT START OF YEAR 1.548 20785.891 8.60
SNOW WATER AT END OF YEAR 0.000 0.000 0.00
ANNUAL WATER BUDGET BALANCE 0.0000 0.205 0.00
*******************************************************************************
*******************************************************************************
ANNUAL TOTALS FOR YEAR 2011
-------------------------------------------------------------------------------
INCHES CU. FEET PERCENT
-------- ---------- -------
PRECIPITATION 12.75 171245.312 100.00
RUNOFF 0.281 3768.556 2.20
POTENTIAL EVAPOTRANSPIRATION 60.900 817942.062
ACTUAL EVAPOTRANSPIRATION 12.019 161428.891 94.27
PERC./LEAKAGE THROUGH LAYER 2 0.234504 3149.629 1.84
AVG. HEAD ON TOP OF LAYER 2 0.2076
PERC./LEAKAGE THROUGH LAYER 4 0.234504 3149.629 1.84
AVG. HEAD ON TOP OF LAYER 4 0.0005
CHANGE IN WATER STORAGE 0.216 2898.068 1.69
SOIL WATER AT START OF YEAR 231.837 3113797.250
SOIL WATER AT END OF YEAR 232.052 3116695.250
INTERCEPTION WATER AT START OF YEAR 0.000 0.000
INTERCEPTION WATER AT END OF YEAR 0.000 0.000
SNOW WATER AT START OF YEAR 0.000 0.000 0.00
SNOW WATER AT END OF YEAR 0.000 0.000 0.00
ANNUAL WATER BUDGET BALANCE 0.0000 0.170 0.00
*******************************************************************************
*******************************************************************************
ANNUAL TOTALS FOR YEAR 2015
-------------------------------------------------------------------------------
INCHES CU. FEET PERCENT
-------- ---------- -------
PRECIPITATION 12.12 162783.734 100.00
RUNOFF 0.172 2315.581 1.42
POTENTIAL EVAPOTRANSPIRATION 59.821 803456.188
ACTUAL EVAPOTRANSPIRATION 11.998 161145.672 98.99
PERC./LEAKAGE THROUGH LAYER 2 0.391392 5256.791 3.23
AVG. HEAD ON TOP OF LAYER 2 0.2772
PERC./LEAKAGE THROUGH LAYER 4 0.391392 5256.789 3.23
AVG. HEAD ON TOP OF LAYER 4 0.0009
CHANGE IN WATER STORAGE -0.442 -5934.266 -3.65
SOIL WATER AT START OF YEAR 232.052 3116695.250
SOIL WATER AT END OF YEAR 231.611 3110761.000
INTERCEPTION WATER AT START OF YEAR 0.000 0.000
INTERCEPTION WATER AT END OF YEAR 0.000 0.000
SNOW WATER AT START OF YEAR 0.000 0.000 0.00
SNOW WATER AT END OF YEAR 0.000 0.000 0.00
ANNUAL WATER BUDGET BALANCE 0.0000 -0.031 0.00
*******************************************************************************
******************************************************************************
FINAL WATER STORAGE AT END OF YEAR 2015
------------------------------------------------------------------------------
LAYER (INCHES) (VOL/VOL)
----- -------- ---------
1 1.2886 0.2148
2 2.5620 0.4270
3 146.4000 0.2440
4 81.3600 0.4520
TOTAL WATER IN LAYERS 231.611
SNOW WATER 0.000
INTERCEPTION WATER 0.000
TOTAL FINAL WATER 231.611
******************************************************************************
******************************************************************************
PEAK DAILY VALUES FOR YEARS 1965 THROUGH 2015
------------------------------------------------------------------------------
(INCHES) (CU. FT.)
---------- -------------
PRECIPITATION 1.12 15042.720
RUNOFF 0.415 5576.4800
PERCOLATION/LEAKAGE THROUGH LAYER 2 0.006803 91.37316
AVERAGE HEAD ON TOP OF LAYER 2 6.000
PERCOLATION/LEAKAGE THROUGH LAYER 4 0.006048 81.22945
AVERAGE HEAD ON TOP OF LAYER 4 0.005
SNOW WATER 1.76 23657.0449
MAXIMUM VEG. SOIL WATER (VOL/VOL) 0.4640
MINIMUM VEG. SOIL WATER (VOL/VOL) 0.1870
******************************************************************************
*******************************************************************************
AVERAGE MONTHLY VALUES IN INCHES FOR YEARS 1965 THROUGH 2015
-------------------------------------------------------------------------------
JAN/JUL FEB/AUG MAR/SEP APR/OCT MAY/NOV JUN/DEC
------- ------- ------- ------- ------- -------
PRECIPITATION
-------------
TOTALS 0.64 0.67 0.39 1.16 2.25 1.34
1.64 1.80 1.50 0.95 0.92 0.94
STD. DEVIATIONS 0.68 0.44 0.23 0.78 1.12 1.15
0.95 1.43 1.11 0.28 0.52 0.94
RUNOFF
------
TOTALS 0.362 0.006 0.000 0.010 0.058 0.030
0.024 0.055 0.035 0.042 0.009 0.000
STD. DEVIATIONS 0.809 0.009 0.001 0.022 0.040 0.051
0.053 0.105 0.077 0.040 0.017 0.000
POTENTIAL EVAPOTRANSPIRATION
----------------------------
TOTALS 1.345 1.882 3.079 5.434 7.380 8.628
10.480 8.802 6.368 3.442 2.036 1.288
STD. DEVIATIONS 0.107 0.104 0.175 0.320 0.395 0.201
0.152 0.296 0.424 0.112 0.158 0.122
ACTUAL EVAPOTRANSPIRATION
-------------------------
TOTALS 0.489 0.846 0.626 0.797 2.370 1.395
1.742 1.651 1.332 0.784 0.583 0.609
STD. DEVIATIONS 0.330 0.559 0.218 0.663 0.689 0.958
1.211 1.277 0.899 0.460 0.209 0.179
PERCOLATION/LEAKAGE THROUGH LAYER 2
------------------------------------
TOTALS 0.0862 0.0860 0.0342 0.0336 0.0793 0.0261
0.0012 0.0036 0.0088 0.0409 0.0103 0.0469
STD. DEVIATIONS 0.0879 0.0525 0.0470 0.0460 0.0333 0.0156
0.0027 0.0081 0.0196 0.0462 0.0137 0.0667
PERCOLATION/LEAKAGE THROUGH LAYER 4
------------------------------------
TOTALS 0.0393 0.0588 0.0297 0.0473 0.0532 0.0694
0.0387 0.0325 0.0147 0.0311 0.0218 0.0264
STD. DEVIATIONS 0.0368 0.0348 0.0251 0.0474 0.0133 0.0439
0.0811 0.0726 0.0328 0.0332 0.0304 0.0362
-------------------------------------------------------------------------------
AVERAGES OF MONTHLY AVERAGED DAILY HEADS (INCHES)
-------------------------------------------------------------------------------
DAILY AVERAGE HEAD ON TOP OF LAYER 2
-------------------------------------
AVERAGES 1.4213 1.0928 0.1774 0.2023 0.7856 0.2121
0.0023 0.0331 0.1148 0.3540 0.1038 0.5477
STD. DEVIATIONS 2.4647 1.3949 0.2705 0.3290 0.5797 0.1970
0.0052 0.0740 0.2568 0.5512 0.1720 0.9247
DAILY AVERAGE HEAD ON TOP OF LAYER 4
-------------------------------------
AVERAGES 0.0010 0.0017 0.0008 0.0013 0.0014 0.0019
0.0010 0.0008 0.0004 0.0008 0.0006 0.0007
STD. DEVIATIONS 0.0010 0.0010 0.0006 0.0013 0.0004 0.0012
0.0021 0.0019 0.0009 0.0009 0.0008 0.0009
*******************************************************************************
*******************************************************************************
AVERAGE ANNUAL TOTALS & (STD. DEVIATIONS) FOR YEARS 1965 THROUGH 2015
-------------------------------------------------------------------------------
INCHES CU. FEET PERCENT
------------------- ------------- ---------
PRECIPITATION 14.20 ( 2.300) 190666.5 100.00
RUNOFF 0.631 ( 0.9224) 8478.36 4.447
POTENTIAL EVAPOTRANSPIRATION 60.165 ( 0.5715) 808072.69
ACTUAL EVAPOTRANSPIRATION 13.224 ( 2.3119) 177613.20 93.154
PERCOLATION/LEAKAGE THROUGH 0.45705 ( 0.20257) 6138.627 3.21956
LAYER 2
AVERAGE HEAD ON TOP 0.421 ( 0.343)
OF LAYER 2
PERCOLATION/LEAKAGE THROUGH 0.46280 ( 0.23916) 6215.838 3.26006
LAYER 4
AVERAGE HEAD ON TOP 0.001 ( 0.001)
OF LAYER 4
CHANGE IN WATER STORAGE -0.122 ( 1.5863) -1640.96 -0.861
*******************************************************************************
*******************************************************************************