DSHW-2024-007988

Revised August 2018

Division of Waste Management and
Radiation Control
Solid Waste Management Program

Mailing AddressOffice Location Phone [phone]
P.O. Box 144880 195 North 1950 West Fax [phone]
Salt Lake City, Utah 84114-4880 Salt Lake City, Utah 84116 www.deq.utah.gov

APPLICATION FOR A PERMIT TO OPERATE A
CLASS II LANDFILL

Please read the instructions that are found in the document, INSTRUCTIONS FOR APPLICATION FOR
A PERMIT TO OPERATE A CLASS II LANDFILL. This application form shall be used for all Class II solid
waste disposal facility permits and modifications. Part I, GENERAL INFORMATION, must accompany a
permit application. Part II, APPLICATION CHECKLIST, is provided to assist applicants and, if included
with the application, will assist review. Part II is provided to assist in preparation and review of a permit
application; it is not required by rule. The text of the rule governs all permit application contents and
should be consulted when questions arise.

Please note the version date of this form found on the lower right of the page; if you have received this
form more than six months after this date it is recommended you contact our office at [phone] to
determine if this form is still current. When completed, please return this form and support documents,
forms, drawings, and maps to:

Douglas J. Hansen, Director
Division of Waste Management and Radiation Control
Utah Department of Environmental Quality
PO Box 144880
Salt Lake City, Utah 84114-4880

Utah Class II Landfill Permit Application Form

Part I General Information APPLICANT: PLEASE COMPLETE ALL SECTIONS.
I. Landfill Type Class II II. Application Type New Application
Renewal Application
Facility Expansion
Modification
For Renewal Applications, Facility Expansion Applications and Modifications Enter Current Permit Number
III. Facility Name and Location
Name of Facility
Wayne County-Long Hollow Class II Landfill
Site Address (street or directions to site)

County
Wayne
City Loa Zip Code 84747 Telephone [phone]
Township 28 Range 2 Section(s) 21 & 22 Quarter/Quarter Section Quarter Section 1/4
Main Gate Latitude degrees 38 minutes 21 seconds 30 Longitude degrees 111 minutes 41 seconds 16
IV. Facility Owner(s) Information
Name of Facility Owner
Wayne County
Address (mailing)
PO Box 189
City Loa State UT Zip Code Telephone [phone]
V. Facility Operator(s) Information
Name of Facility Operator
Scott Chesnut
Address (mailing)
PO Box 189
City Loa State UT Zip Code 84747 Telephone [phone]
VI. Property Owner(s) Information
Name of Property Owner
Wayne County
Address (mailing)
PO Box 189
City Loa State UT Zip Code 84747 Telephone [phone]
VII. Contact Information
Owner Contact Felicia Snow Title
Address (mailing)
PO Box 189
City Loa State UT Zip Code 84747 Telephone [phone]
Email Address [e-mail] Alternative Telephone (cell or other)
Operator Contact Scott Chesnut Title
Address (mailing)
PO Box 189
City Loa State UT Zip Code 84747 Telephone [phone]
Email Address [e-mail] Alternative Telephone (cell or other)
Property Owner Contact Wayne County-Felicia Snow Title
Address (mailing)
PO Box 189
City Loa State UT Zip Code 84747 Telephone [phone]
Email Address [e-mail] Alternative Telephone (cell or other)
Utah Class II Landfill Permit Application Form

Part I General Information (continued)
VIII. Waste Types (check all that apply) IX. Facility Area

All non-hazardous solid waste OR the following specific waste types:
Waste Type Combined Disposal Unit Monofill Unit
Municipal Waste
Construction & Demolition
Industrial
Incinerator Ash
Animals
Asbestos
Other
Facility Area............................................................ 199 acres
Disposal Area......................................................... 60 acres
Design Capacity
Years...................................................... 55
Cubic Yards............................................ 606667
Tons....................................................... 273000
X. Fee and Application Documents

Indicate Documents Attached To This Application Application Fee: Amount $

Facility Map or Maps Facility Legal Description Plan of Operation Waste Description
Ground Water Report Closure Design Cost Estimates Financial Assurance
I HEREBY CERTIFY THAT THIS INFORMATION AND ALL ATTACHED PAGES ARE CORRECT AND COMPLETE.
Signature of Authorized Owner Representative

Dennis Blackburn
Name typed or printed
Title County Commisioner Date 7/19/24
Address PO Box 189, Loa, UT 84747
Email Address Alternative Telephone (cell or other) 435-896-2765
Signature of Authorized Land Owner Representative (if applicable)

Dennis Blackburn
Name typed or printed
Title County Commisioner Date 7/19/24
Address PO Box 189, Loa, UT 84747
Email Address Alternative Telephone (cell or other) 435-896-2765
Signature of Authorized Operator Representative (if applicable)

Scott Chesnut
Name typed or printed
Title Opperator Date 7/19/24
Address PO Box 189, Loa, UT 84747
Email Address Alternative Telephone (cell or other) 435-896-2765

Important Note: The following checklist is for the permit application and addresses only the requirements of
the Division of Waste Management and Radiation Control. Other federal, state, or local agencies may have
requirements that the facility must meet. The applicant is responsible to be informed of, and meet, any applicable
requirements. Examples of these requirements may include obtaining a conditional use permit, a business
license, or a storm water permit. The applicant is reminded that obtaining a permit under the Solid Waste
Permitting and Management Rules does not exempt the facility from these other requirements. Please take note
of the heading of each section for the facilities that the section applies to.

An application for a permit to construct and operate a landfill is the documentation that the landfill will be located,
designed, constructed, operated, and closed in compliance with the requirements of Utah Administrative Code
R315-301 through 320 (Utah Solid Waste Permitting and Management Rules) and Utah Code Annotated 19-6-
101 through 126 (Utah Solid and Hazardous Waste Act). The application should be written to be understandable
by regulatory agencies, landfill operators, and the general public. The application should also be written so that
the landfill operator, after reading it, will be able to operate the landfill according to the requirements with a
minimum of additional training.

Copies of the Solid Waste Permitting and Management Rules, the Utah Solid and Hazardous Waste Act, along
with many other useful guidance documents can be obtained by contacting the Division of Waste Management
and Radiation Control at 801-536-0200. Most of these documents are available on the Division’s web page at
Utah Class II Landfill Permit Application Checklist
Page 4 of 5
https://deq.utah.gov/division-waste-management-radiation-control. Guidance documents can be found at the
solid waste section portion of the web page.

Part II Application Checklist

I. Facility General Information
Description of Item Location In
Document
Ia. General Information for All Facilities
Completed Part I General information form above
General description of the facility (R315-310-3(1)(b)) 1.3 p 6
Legal description of property (R315-310-3(1)€) 1.3 p 5
Proof of ownership, lease agreement, or other mechanism (R315-310-3(1)€) Exhibit 3
Area served by the facility including population (R315-310-3(1)(d)) 1.4 p 6
A demonstration that the landfill is not a commercial facility 1.4 p 6
Waste type and anticipated daily volume (R315-310-3(1)(d)) 1.4 p 6
Ib. Information Required for All New Or Laterally Expanding
Facilities
Intended schedule of construction (R315-302-2(2)(a)) 2.3 p 8
Name and address of all property owners within 1000 feet of the facility boundary
(R315-310-3(2)(i)) Exhibit 1
Documentation that a notice of intent to apply for a permit has been sent to all
property owners listed above (R315-310-3(2)(ii)) N/A
Name of the local government with jurisdiction over the facility site (R315-310-
3(2)(iii)) 1.2 p 5
Ic. Location Standards for All New And Expanding Facilities
Documentation that the facility has met the historical survey requirement of
R315-302-1(2)(f) 4.1 p15
Land use compatibility (R315-302-1(2)(a)) 3.8 p 14
Maps showing the existing land use, topography, residences, parks,
monuments, recreation areas or wilderness areas within 1000 feet of the
site boundary
Exhibit 1A
Certifications that no ecologically or scientifically significant areas or
endangered species are present in site area N/A
List of airports within five miles of facility and distance to each N/A
Geology (R315-302-1(2)(b)) 3.1 p 12
Geologic maps showing significant geologic features, faults, and unstable
areas Exhibit 12
Maps showing site soils Exhibit 6
Surface water (R315-302-1(2)€) 3.6 p 13
Magnitude of 24 hour 25 year and 100 year storm events
Average annual rainfall
Utah Class II Landfill Permit Application Checklist
Page 5 of 5
I. Facility General Information
Description of Item Location In
Document
Maximum elevation of flood waters proximate to the facility 4.1
Maximum elevation of flood water from 100 year flood for waters
proximate to the facility 4.1
Wetlands (R315-302-1(2)(d)) N/A
Ground water (R315-302-1(2)€) N/A
Id. Plan of Operations for All Facilities (R315-310-3(1)€ and R315-
302-2(2))
Forms and other information as required in R3315-302-2(3) including a
description of on-site waste handling procedures and an example of the form that
will be used to record the weights or volumes of waste received (R315-302-2(2)(b)
And R315-310-3(1)(f))
1.5 p 6
Schedule for conducting inspections and monitoring, and examples of the forms
that will be used to record the results of the inspections and monitoring (R315-
302-2(2)€, R315-302-2(5)(a), and R315-310-3(1)(g)) *
1.6 p 6
Contingency plans in the event of a fire or explosion (R315-302-2(2)(d)) 2.13 p 10
Corrective action programs to be initiated if ground water is contaminated (R315-
302-2(2)€) 2.12 p 10
Contingency plans for other releases, e.g. explosive gases* or failure of run-off
collection system (R315-302-2(2)(f)) 2.12 p 8
Plan to control fugitive dust generated from roads, construction, general
operations, and covering the waste (R315-302-2(2)(g)) 2.15 p 11
Plan for litter control and collection (R315-302-2(2)(h)) 2.16 p 11
Description of maintenance of installed equipment (R315-302-2(2)(i)) 2.17 p 11
Procedures for excluding the receipt of prohibited hazardous or PCB containing
wastes (R315-302-2(2)(j)) 2.18 p 11
Procedures for controlling disease vectors (R315-302-2(2)(k)) 2.19 p 12
A plan for alternative waste handling (R315-302-2(2)(l)) 2.20 p 12
A general training plan for site operations (R315-302-2(2)(o)) 2.21 p 12
Any recycling programs planned at the facility (R315-303-4(6)) 2.22 p 12
Closure and post-closure care Plan (R315-302-2(2)(m)) 5.1 p 17
Procedures for the handling of special wastes (R315-315) 2.11 p 10
Plans and operation procedures to minimize liquids (R315-303-3(1)) 2.23 p 12
Plans and procedures to address the requirements of R315-303-3(7)€ through (i)
and R315-303-4 Section 2
Approved traffic impact study from the agency with jurisdiction over the roads,
including the safety, operation, and condition of roadways serving the proposed
facility [Utah Solid and Hazardous Waste Act 19-6-108(9)(g)].

N/A
For a facility owned or operated by a local government, disclosure of costs for
establishing and operating the facility [Utah Solid and Hazardous Waste Act 19-6-
108(9)(h)].
Section 2
Utah Class II Landfill Permit Application Checklist
Page 6 of 5
I. Facility General Information
Description of Item Location In
Document
Any other site-specific information pertaining to the plan of operation required by
the Director (R315-302-2(2)(p))

II Facility Technical Information
Description of Item Location In
Document
Iia. Maps for All Facilities
Topographic map drawn to the required scale with contours showing the
boundaries of the landfill unit, gas monitoring points, and the borrow and fill areas
(R315-310-4(2)(a)(i))
Exhibit 1A
Most recent U.S. Geological Survey topographic map, 7-1/2 minute series,
showing the waste facility boundary; the property boundary; surface drainage
channels; any existing utilities and structures within one-fourth mile of the site;
and the direction of the prevailing winds (R315-310-4(2)(a)(ii))
Exhibit 2
Iib. Geohydrological Assessment for All Facilities (R315-310-
4(2)(b))
Local and regional geology and hydrology including faults, unstable slopes and
subsidence areas on site (R315-310-4(2)(b)(i)) Exhibit 12
Evaluation of bedrock and soil types and properties including permeability rates
(R315-310-4(2)(b)(ii)) Exhibit 6
Depth to ground water (R315-310-4(2)(b)(iii)) Exhibit 6
Quantity, location, and construction of any private or public wells on-site or within
2,000 feet of the facility boundary (R315-310-4(2)(b)(v)) Exhibit 7
Tabulation of all water rights for ground water and surface water on-site and within
2,000 feet of the facility boundary (R315-310-4(2)(b)(vi)) Exhibit 7
Identification and description of all surface waters on-site and within one mile of
the facility boundary (R315-310-4(2)(b)(vii)) Exhibit 7
For an existing facility, identification of impacts upon the ground water and surface
water from leachate discharges (R315-310-4(2)(b)(viii)) NA
Calculation of site water balance (R315-310-4(2)(b)(ix)) Exhibit 7
Iic. Engineering Report – Plans, Specifications, And Calculations
for All Facilities
Documentation that the facility will meet all of the performance standards of R315-
303-2 4.0
Engineering reports required to meet the location standards of R315-302-1
including documentation of any demonstration or exemption made for any location
standard (R315-310-4(2)€(i))
4.0
Anticipated facility life and the basis for calculating the facility’s life (R315-310-
4(2)€(ii)) 4.3 p 15
Unit design to include cover design; fill methods; and elevation of final cover
including plans and drawings signed and sealed by a professional engineer
registered in the State of Utah, when required (R315-303-3(3), R315-303-3(6) and
(7)(a), R315-310-3(1)(b) and R315-310-4(2)(c)(iii))
4.0
Utah Class II Landfill Permit Application Checklist
Page 7 of 5
II Facility Technical Information
Description of Item Location In
Document
Equipment requirements and availability (R315-310-4(2)€(iii)) 4.6 p 16
Identification of borrow sources for daily and final cover and for soil liners (R315-
310-4(2)€(iv)) 4.7 p 16
Run-On and run-off diversion designs (R315-303-3(1)€, (d) and €) 4.10 p 17
Landfill gas monitoring and control plan that meets the requirements of
Subsection R315-303-3(5) (R315-310-4(2)€(vii)) 4.9 p 16
Slope stability analysis for static and under the anticipated seismic event for the
facility (R315-310-4(2)(b)(i) and R315-302-1(2)(b)(ii)) N/A
Design and location of run-on and run-off control systems (R315-310-4(2)€(viii)) 4.0
Iid. Closure Plan for All Facilities (R315-310-3(1)(h))
Closure Plan (R315-302-3(2) and (3)) 5.1 p 17
Closure schedule (R315-310-4(2)(d)(i)) 5.2 p 17
Design of final cover (R315-310-4(2)€(iii)) 5.3 p 17
Capacity of site in volume and tonnage (R315-310-4(2)(d)(ii)) 5.4 p 18
Final inspection by regulatory agencies (R315-310-4(2)(d)(iii)) 5.6 p 19
Iie. Post-Closure Care Plan for All Facilities (R315-310-3(1)(h))
Post-Closure Plan (R315-302-3(5) and (6)) 5.1 p 17
Site monitoring of landfill gases*, and surface water, if required (R315-310-
4(2)€(i)) 5.7 p 20
Changes to record of title, land use, and zoning restrictions (R315-310-4(2)€(v)) 5.8 p 20
Maintenance activities to maintain cover and run-on/run-off control systems
(R315-310-4(2)€(iii)) 5.9 p 20
List the name, address, and telephone number of the person or office to contact
about the facility during the post-closure care period (R315-310-4(2)€(vi)) 5.10 p 20
Iif. Financial Assurance for All Facilities (R315-310-3(1)(j))
Identification of closure costs including cost calculations (R315-310-4(2)(d)(iv)) 6.3 p 21
Identification of post-closure care costs including cost calculations (R315-310-
4(2)€(iv)) 6.3 p 21
Identification of the financial assurance mechanism that meets the requirements
of Rule R315-309 and the date that the mechanism will become effective (R315-
309-1(1))
6.2 p 21

Revised 1/12/22

U:\SW General Folders\SW-Form\Permit forms\2015-16_Forms\2018_ClassIIApplication&Checklist.docx

*A Class II landfill may be able to receive an exemption to gas monitoring by demonstrating
through modeling, climatic conditions, and waste acceptance rates that the requirements of
R315-303-3(5)(d) of the Utah Administrative Code are met.

UTAH CLASS II LANDFILL PERMIT APPLICATION REPORT
LONG HOLLOW LANDFILL

August 2024

PREPARED BY:
Brennan Rees, PE
Kelly Chappell, PE
225 North 100 East
Richfield, UT 84701

pg. 2

1 Contents
1 Contents ................................................................................................................................................ 2
1.0 APPLICATION ..................................................................................................................................... 5
1.1 INTRODUCTION ............................................................................................................................. 5
1.2 RESPONSIBLE PARTIES .................................................................................................................. 5
1.3 GENERAL DESCRIPTION ................................................................................................................. 5
1.4 WASTE TYPES/AREAS TO BE SERVED ............................................................................................ 6
1.5 REQUIRED FORMS ......................................................................................................................... 6
1.6 INSPECTIONS ................................................................................................................................. 6
1.7 FINANCIAL ASSURANCE................................................................................................................. 8
2 PLAN OF OPERATION ............................................................................................................................ 8
2.1 INTRODUCTION ............................................................................................................................. 8
2.2 HOURS OF OPERATION ................................................................................................................. 8
2.3 SCHEDULE OF CONSTRUCTION ..................................................................................................... 8
2.4 HANDLING PROCEDURES .............................................................................................................. 8
2.5 CONSTRUCTION/DEMOLITION WASTES ....................................................................................... 9
2.6 YARD WASTES ............................................................................................................................... 9
2.7 DEAD ANIMALS ............................................................................................................................. 9
2.8 HOUSEHOLD AND COMMERCIAL WASTE ................................................................................... 10
2.9 INDUSTRIAL WASTES ................................................................................................................... 10
2.10 TIRES ............................................................................................................................................ 10
2.11 SPECIAL WASTE ........................................................................................................................... 10
2.12 CORRECTIVE ACTION FOR CONTAMINATED GROUND WATER .................................................. 10
2.13 CONTINGENCY PLAN FOR OTHER RELEASES ............................................................................... 10
2.14 FIRE/EXPLOSION CONTINGENCY PLAN ....................................................................................... 10
2.15 DUST CONTROL / AIR QUALITY ................................................................................................... 11
2.16 LITTER CONTROL ......................................................................................................................... 11
2.17 EQUIPMENT MAINTENANCE ....................................................................................................... 11
2.18 PROHIBITEDHAZARDOUS/PCB WASTE EXCLUSION PROGRAM .................................................. 11
2.19 DISEASE VECTOR CONTROL......................................................................................................... 12
2.20 ALTERNATIVE WASTE HANDLING ............................................................................................... 12
2.21 TRAINING AND SAFETY ............................................................................................................... 12
pg. 3

2.22 RECYCLING .................................................................................................................................. 12
2.23 PROCEDURE TO MINIMIZE LIQUID.............................................................................................. 12
3 GEOHYDROLOGICAL ASSESSMENT ..................................................................................................... 12
3.1 GEOLOGY ..................................................................................................................................... 12
3.2 HYDROLOGY ................................................................................................................................ 13
3.3 ON SITE SOIL PROPERTIES ........................................................................................................... 13
3.4 GROUNDWATER .......................................................................................................................... 13
3.5 WELLS AND WATER RIGHTS ........................................................................................................ 13
3.6 SURFACE WATERS ....................................................................................................................... 13
3.7 WATER BALANCE / MONITORING ............................................................................................... 13
3.8 IMPACTS TO WATER RESOURCES ............................................................................................... 14
4 PRELIMINARY ENGINEERING REPORT ................................................................................................. 15
4.1 SITING CRITERIA .......................................................................................................................... 15
4.2 SOLID WASTE MANAGEMENT COMPLIANCE .............................................................................. 15
4.3 FACILITY LIFE ............................................................................................................................... 15
4.4 LINER DESIGN .............................................................................................................................. 15
4.5 CELL DESIGN AND OPERATION ................................................................................................... 15
4.6 EQUIPMENT AVAILABILITY .......................................................................................................... 16
4.7 BORROW SOURCES ..................................................................................................................... 16
4.8 LEACHATE COLLECTION TREATMENT AND DISPOSAL ................................................................ 16
4.9 LANDFILL GAS CONTROL AND MONITORING ............................................................................. 16
4.10 RUN-ON/RUN-OFF CONTROL ...................................................................................................... 17
5 CLOSURE / POST CLOSURE PLAN ........................................................................................................ 17
5.1 CLOSURE/POST CLOSURE PLAN .................................................................................................. 17
5.2 CLOSURE SCHEDULE .................................................................................................................... 17
5.3 FINAL COVER, SEEDING, CONTOURING ...................................................................................... 17
5.4 SITE CAPACITY ............................................................................................................................. 18
5.5 CLOSURE TIMING AND NOTIFICATION ....................................................................................... 19
5.6 FINAL INSPECTION ...................................................................................................................... 19
5.7 SITE MONITORING ...................................................................................................................... 20
5.8 LAND TRANSFERS AND USES ....................................................................................................... 20
5.9 POST CLOSURE MAINTENANCE ................................................................................................... 20
5.10 RESPONSIBLE PARTIES ................................................................................................................ 20
pg. 4

6 FINANCIAL ASSURANCE PLAN ............................................................................................................. 21
6.1 INTRODUCTION ........................................................................................................................... 21
6.2 MECHANISMS .............................................................................................................................. 21
6.3 COST ESTIMATE ........................................................................................................................... 21
7 EXHIBITS .............................................................................................................................................. 22

EXHIBITS
Exhibit 1: General Vicinity Map
Exhibit #1A Boundary Topo Survey (BTS)
Exhibit 2: USGS TOPO Map
Exhibit 3: Property Patent
Exhibit 4a: Record Volume Form
Exhibit 4b: Hazardous and PCB Waste Inventory
Exhibit 5: Quarterly Inspection Log
Exhibit 6: Onsite Soil Data
Exhibit 7: Water Rights Map
Exhibit 8: HELP Model Results
Exhibit 9: Cell Progression Map
Exhibit 10: Typical Cell Design Detail
Exhibit 11: SHPO Letter
Exhibit 12: Geological Map

pg. 5

1.0 APPLICATION
1.1 INTRODUCTION
This report serves as the renewal application for the Long Hollow Sanitary Landfill located approximately
4 miles Southwest of Loa, Utah in what is known as Long Hollow. Additionally, an expansion of this
landfill of approximately 62 acres is also proposed. The purpose of this report is to comply with R-315-
301 through 319 Administrative Rules of the Utah Solid and Hazardous Waste Control Board, Utah
Department of Environmental Quality.
The landfill is currently located on a 199-acre site. Present operations cover 73 acres. Future expansion,
aligned with the site development plan, includes a request for an additional 45 acres to the north and 17
acres to the east, designated as a Class II facility. The landfill currently serves the citizens of Wayne
County.
1.2 RESPONSIBLE PARTIES

The applicant, property owner, and responsible party for the site operation is:
Wayne County
Wayne County Courthouse
18 South Main
Loa, Utah 84747
Attn: Scott Chesnut
Phone:[phone]

Technical questions and comments regarding the application can be directed to:

Kelly Chappell, PE
or
Brennan Rees, PE
Ensign Engineering & Land Surveying
225 North 100 East
Richfield, UT 84701

Wayne County will notify the Executive Secretary of any changes in responsible party status at least 30
days prior to their effective date.
1.3 GENERAL DESCRIPTION
The site is legally described as:
THE EAST 1/2 OF THE EAST 1/2 OF THE SOUTHEAST 1/4 SECTION 21, THE EAST 1/2 OF THE SOUTHEAST
1/4 OF THE NORTHEAST 1/4 SECTION 21, THE WEST 1/2 OF THE SOUTHWEST 1/4 SECTION 22, THE
SOUTHWEST 1/4 OF THE NORTHWEST 1/4 SECTION 22, AND THE WEST 1/2 OF THE SOUTHEAST 1/4 OF
THE SOUTHWEST 1/4 OF SECTION 22, TOWNSHIP 28 SOUTH, RANGE 2 EAST, SALT LAKE BASE AND
MERIDIAN.
CONTAINING 200.099 ACRES MORE OR LESS (AS SURVEYED ACREAGE)
pg. 6

The existing landfill main gate is located at Latitude 38.358662° North and Longitude -111.687593°
West. Exhibit 1 depicts a site map and location of the Long Hollow Class II Landfill site. Exhibit 2 contains
a USGS 7 1/2 minute map of the site. Exhibit 3 contains the patent for the property.

1.4 WASTE TYPES/AREAS TO BE SERVED
The Long Hollow Landfill is expected to receive at least 60-90 tons of waste per week
and is considered a Class II facility. The proposed Class II Landfill will accept the following
types of waste for disposal or recycling;
· household waste (excluding bulk liquids)
· non-hazardous industrial waste
· commercial waste
· dead animals
· white goods and scrap metal
· tires
· yard waste
· construction/demolition waste
· non-hazardous sludge containing no free liquids
· car bodies
· non-friable asbestos

The service area consists of the entire county including Torrey, Grover, Teasdale, Hanksville, Caineville,
Bicknell, Lyman, Fremont, and Loa and the surrounding areas within Wayne County (est. population
2,450). In order to maintain it's municipal, non-profit status, the Long Hollow Sanitary Landfill only
accepts waste generated outside the service area if an appropriate interlocal agreement or
memorandum of understanding has been executed with the governmental solid waste manager where
the waste is generated.

1.5 REQUIRED FORMS
The daily record form used to record weights of volumes of waste received required by Subsection
R315-302-2(3)(a)(i) is included as Exhibit 4a. The form for recording inspections for hazardous and PCB
wastes is included as Exhibit 4b.

1.6 INSPECTIONS
The owner or operator will inspect the facility to prevent malfunctions, deterioration, operational
errors, and discharges that may result in the release of wastes to the environment or pose a threat to
human health. An example of inspection types and frequencies is shown in the table below:

Table 1-1 Inspection Types and Frequency
Inspection Type Frequency Description
Access Road Condition
and Maintenance
Quarterly Inspections to ensure roads are safe and passable.
pg. 7

Fence Inspection and
Maintenance
Monthly Inspections to maintain the integrity of the landfill’s
fencing.
Daily Cover Inspection Daily during operation Inspections to ensure proper covering of waste.
Post-Closure Final Cover
Inspection
Monthly Inspections to verify the condition of the final cover
post-closure.
Drainage Channels
Condition
Quarterly Inspections to ensure proper drainage and prevent
erosion.
Landfill Equipment
Maintenance
As per manufacturer's
recommendations
Maintenance performed according to
manufacturers' recommendations.
Gas Monitoring Quarterly Monitoring for landfill gases using a methane
detection meter capable of measuring methane at
levels below the Lower Explosive Limit (LEL).

Documentation:
The owner or operator will conduct these inspections based on the frequency outlined in the
table and will complete the inspection log included as Exhibit 5. The inspection log will be
maintained for a minimum of three years from the date of inspection. Any issues detected
during inspections will be documented and addressed promptly.

Annual Reporting:
An annual report detailing facility activities for the previous year will be prepared and submitted
by March 1.

The report will include:
· Name and address of the facility.
· Calendar year covered by the report.
· Annual quantity of solid waste received.
· Updates on financial assurance mechanisms.
· Results of groundwater and gas monitoring.
· Details of completed training programs.

Access for Inspection:
The Executive Secretary or any duly authorized officer, employee, or representative of the Board
may, at any reasonable time the facility is open and upon presentation of acceptable credentials,
enter the facility for inspection purposes. Certified copies of all sampling, monitoring, and testing
records, including photographic, video, and electronic data, and all data communications and
results of the inspection, shall be furnished to the owner and operator within 30 days of the
inspection. A written summary of the inspection, containing a list of any deficiencies and
recommended actions, will be furnished to the owner and operator as soon as practicable.
Additionally, the inspector may discuss potential problems and make preliminary
recommendations prior to leaving the facility.

pg. 8

1.7 FINANCIAL ASSURANCE
A detailed financial assurance plan as required by R315-309 is included in other sections of this
document. The County has established an escrow account for financial assurance sufficient to assure
adequate closure, post-closure care, and corrective action, if required.
2 PLAN OF OPERATION
2.1 INTRODUCTION
This Plan of Operation has been prepared by Wayne County to reflect the operation of the Long Hollow
Class II Landfill in compliance with the Utah Division of Solid and Hazardous Waste Administrative Rules,
R315-302-2(2).
2.2 HOURS OF OPERATION
The landfill operator is onsite during all hours the facility is open to the public. The schedule for
operation of the Long Hollow Class II Landfill is as follows:
Monday: 1 pm - 5 pm
Wednesday: 1 pm - 5 pm
Friday: 1 pm - 5 pm
Saturday: 1 pm - 5 pm

2.3 SCHEDULE OF CONSTRUCTION
The Long Hollow Landfill initially completed its construction in 1995, which included the development of
the first Class II cell. Over the years, the landfill has continued to meet the solid waste disposal needs of
Wayne County.
Initial Construction:
· 1995: Initial construction of the first Class II cell and associated infrastructure.
Expansion and Additional Cells:
· Subsequent Years: As the initial Class II cells reached its capacity, additional Class II cells
were constructed to the south of the original site.
· Current Status: The landfill now includes several Class II cells, with the most recent cell
opened to the south to accommodate ongoing and future waste disposal needs.
Future Construction Plans:
· The Long Hollow Landfill is projected to continue meeting the solid waste disposal
requirements for the area for the foreseeable future.
· Planning for additional cells will be conducted as needed, with each new cell designed to
provide approximately 10-years of capacity, similar to the initial cells.
2.4 HANDLING PROCEDURES
All waste placed in the Long Hollow Class II facility will be on the days scheduled. All incoming vehicles
are stopped at the gate by the landfill attendant. Commercial and private haul vehicle load weights are
pg. 9

estimated based on type and volume of waste. The date, vehicle type, and waste type are recorded on
the "Record Volume Form" for every incoming load. A copy of the form is included as Exhibit 4. A receipt
is issued for every incoming load. Daily totals are recorded on the "Daily Operating Record" attached as
Exhibit 5.
Equipment dedicated to the Long Hollow Class II facility for waste and soil handling and general site
operations include:
· Cat D8 Dozer
· Cat 938 loader
· Cat 320 Excavator
· Cat 316 Compactor
· Case 580 backhoe
· 3 crew trucks, 5 garbage trucks, 2 dump trucks, water truck, and belly dump

Additional equipment is available on an as needed basis from the Wayne County Road Department.
Minor vehicle maintenance is performed onsite by the landfill operator. Major repairs are performed
either at the Wayne County Road Department facilities or by a contractor.
2.5 CONSTRUCTION/DEMOLITION WASTES
UAC 315-301-2(16) defines construction/demolition (C&D) waste as waste from building materials,
packaging, rubble resulting from construction, remodeling, repair, and demolition operations on
pavements, houses, commercial buildings, and other structures. Typical C&D waste includes bricks,
concrete or other masonry materials, soil, rock, untreated lumber, rebar, and tree stumps.
All construction/demolition waste is inspected by the landfill attendant, recorded and deposited in the
designated cell, and covered with soil as often as is necessary to reduce the potential for fires and vector
harborage.
2.6 YARD WASTES
Yard waste is vegetative matter generated from landscaping, lawn maintenance, and land clearing
operations and may include tree and brush trimmings, grass clippings, and other discarded material
from yards, gardens and parks. Yard waste does not include garbage, paper, plastic, sludge, septage, or
manure.
Loads containing only stumps, branches, tree clippings, and/or grass clippings are directed to the
designated yard waste stockpile. After the appropriate permits are obtained from the local fire marshal,
all yard waste is burned in accordance with Utah Air Quality requirements.
2.7 DEAD ANIMALS
The Long Hollow Class II Landfill accepts dead animals for disposal in a separate monofill within the
landfill property. All received dead animals are completely covered with a minimum of six inches of soil
by the end of the work day.
pg. 10

2.8 HOUSEHOLD AND COMMERCIAL WASTE
Most of the waste generated in the County is picked up and hauled to the Landfill by Wayne County
Landfill personnel. Incoming waste from commercial and private haulers is discharged at or near the
active disposal face. Landfill personnel move discharged loads from the unloading area to the active
face. The waste is spread in layers not exceeding two feet in thickness, and compacted. Waste is
covered daily with six inches of soil. Wind fences are also placed around the working face of the
household/commercial waste cell for litter control.
2.9 INDUSTRIAL WASTES
The Long Hollow Landfill does not currently accept industrial waste. However, the facility will accept
non-hazardous solid waste generated by industrial sources, provided sufficient documentation is
submitted to verify the non-hazardous nature of the material.
2.10 TIRES
Tires are currently stockpiled in a designated area until a sufficient amount is accumulated. At that time,
the State of Utah is contacted and arrangements are made for tire pickup through the State funded tire
recycling program. Operating Records contain the date, volume, and tonnage for materials removed
from the landfill.
2.11 SPECIAL WASTE
The Long Hollow Landfill includes a designated area specifically for the disposal of special waste in
accordance with Utah State Code R315-315. Sludges, if they contain no free liquids, may be placed in the
landfill working face and covered with other solid waste or other suitable cover material.
2.12 CORRECTIVE ACTION FOR CONTAMINATED GROUND WATER
This section describes corrective actions to be taken by owners and operators to regain compliance with
protection levels for the Long Hollow Sanitary Landfill in the event concentration limits are exceeded in
a down gradient well as a result of landfill operations.
No monitoring wells are proposed for the Long Hollow Landfill. However, if the concentrations of
parameters in down gradient wells exceed the concentration limits as a result of landfill operations and
as substantiated by confirmatory analyses, owners and operators of the Long Hollow Landfill will
implement a corrective action program as outlined in R315-308.
2.13 CONTINGENCY PLAN FOR OTHER RELEASES
This section describes corrective actions to be taken by the Long Hollow Sanitary Landfill to regain
compliance with the protection levels of the permit in the event releases are discovered and acceptable
concentration limits are exceeded. When the concentration of parameters exceeds acceptable limits as
substantiated by confirmatory analyses, owners and operators of the Long Hollow Sanitary Landfill will
implement a corrective action program approved by the Executive Secretary.

2.14 FIRE/EXPLOSION CONTINGENCY PLAN
In the event of a fire or explosion, incoming waste is diverted to the alternate onsite storage area. The
waste will be stored until the existing disposal cell can be open or another cell is constructed. Waste will
not be stored more than 30 days. Upon resolution of the unexpected event, the materials will be
transported to its final destination and treated as incoming waste.
pg. 11

Fires and/or explosions at the Long Hollow Class II Landfill are managed and controlled by the landfill
operator with equipment available at the site. However, local fire departments are available and will
respond to and provide assistance if requested by the landfill operator. The outline for procedures to
follow in case of fire or explosion is:
1. Secure Affected Area
2. Divert Incoming Waste
3. Isolate Fire/Explosion
4. Suppress Incident, if Possible
5. Request Additional Assistance as Needed
6. Report & Record Necessary Information
2.15 DUST CONTROL / AIR QUALITY
Fugitive dust is not anticipated to reach unacceptable levels at the Long Hollow Sanitary Landfill. If
fugitive dust exceeds acceptable levels, actions will be implemented to reduce dust. These actions may
include watering access roads, developing wind breaks, altering management scenarios, or other
appropriate measures.

2.16 LITTER CONTROL
Litter is controlled through use of best management practices. Active areas and working faces are
limited; waste is covered shortly after deposition; and blowing trash is confined as much as practical. In
addition, litter control fencing may be established along the perimeter of the active area. However, if
high winds occasionally occur at the landfill, unacceptable litter escaping the perimeter of the landfill
will be periodically picked up by hand.

2.17 EQUIPMENT MAINTENANCE
Active collection systems for leachate and/or explosive gases are not proposed for the Long Hollow
Sanitary Landfill. Therefore, no maintenance will be required for these items. Maintenance of
equipment used in day-to-day operations will be performed by landfill employees or contracted
mechanics in accordance with manufacturers recommendations and industry practices.

2.18 PROHIBITEDHAZARDOUS/PCB WASTE EXCLUSION PROGRAM
According to UAC R315-303-3(7), an owner or operator shall not knowingly dispose, treat, store, or
handle hazardous waste or waste containing PCBs. The following section describes load inspection,
training, and handling procedures employed at the Long Hollow Class II facility.
All incoming loads are visually inspected by the landfill attendant at or near the active disposal area.
Private haul vehicles are also inspected at the gate for the presence of prohibited materials. In addition,
a minimum of 1% of all incoming loads are randomly inspected to prevent the disposal of prohibited
waste. Random inspection procedures consist of spreading the waste load in a designated area. The
landfill operator will then examine the waste and record the findings on the random inspection form
pg. 12

contained in Exhibit 4b. The landfill operator is trained to identify regulated hazardous or PCB wastes.
The landfill does not accept noncontainerized liquids or liquids in containers larger than 5 gallons.
2.19 DISEASE VECTOR CONTROL
The Long Hollow Class II Landfill has limited vector problems. Appropriate cover eliminates the
possibility of disease and vector problems within the dead animal area. The cover consists of a 6-inch
minimum layer of earthen material.
Rodents and other vermin are not permitted to burrow or nest in the active area or recyclable area of
the landfill. Trapping or extinction methods are implemented to protect the integrity of the disease
vector control program.
2.20 ALTERNATIVE WASTE HANDLING
Alternative waste handling procedures for periods when the landfill is not in operation will be similar to
procedures for fires and explosions. Waste will be deposited in the emergency disposal site and covered
with an approved alternate daily cover. Procedures will continue in this manner until operations at the
landfill can return to normal.
In the event of equipment breakdown that cannot be repaired in a reasonable time frame, equipment
will be borrowed from contributing entities or leased from local distributors.
2.21 TRAINING AND SAFETY
The landfill operator has received the proper training enabling him to identify hazardous and exclude
hazardous wastes. Safety procedures conform to OSHA guidelines and landfill employees are
encouraged to participate in additional landfill management, waste screening, safety and first aid
workshops.
2.22 RECYCLING
No viable recycling markets currently exist for solid waste disposal at the Long Hollow Sanitary Landfill.
2.23 PROCEDURE TO MINIMIZE LIQUID
The landfill will minimize liquids by prohibiting containerized liquids or waste containing free liquids in
containers larger than five gallons, non-containerized liquids, and /or sludges' containing free liquids. No
waste treatment plant sludge, digested wastewater treatment plant sludge, or septage containing free
liquids will be disposed in portions of the landfill containing other solid waste. Water treatment plant
sludge, digested wastewater treatment plant sludge, or septage containing no free liquids will be placed
at or near the bottom of the landfill working face and covered with other solid waste or other suitable
cover material.
3 GEOHYDROLOGICAL ASSESSMENT
3.1 GEOLOGY
The project site is situated in the high desert of southwestern Utah, approximately 3.5 miles southwest
of Loa. The elevation of the site is approximately 7678 ft. The general soil description is gravely loam.
Site-specific geology indicates that the area is predominantly characterized by Millmeadow, which
consists of very gravelly loam for the top 8 inches, transitioning to extremely cobbly sandy loam and
pg. 13

large boulders or bedrock at varying depths beyond 19 inches. There IS A MAPPED FAULT ON THE
EASTERN PROPERTY BOUNDARY. This fault is not known to be active. There is no evidence of unstable
slopes, or subsidence areas within the boundaries of the project site.
3.2 HYDROLOGY
The climate in the area is mainly dry semi-arid and continental, with well-defined seasons and a wide
daily range in temperature. The average length of the frost-free period is from May to October, which
can vary considerably each year. Average annual precipitation in the Loa area is approximately 8 to 12
inches. The largest amount of precipitation occurs in the months of September and October, with the
least precipitation in February, June, and December.
3.3 ON SITE SOIL PROPERTIES
In order to determine on-site soil properties, a field soils classification was performed by Ensign
Engineering. Test holes were dug up to a depth of 10 feet. Data from the investigation shows that the
soil consists of very gravelly loam at the surface, transitioning to extremely cobbly sandy loam with large
cobbles and boulders encountered at depths beyond 19 inches. All samples were classified by the tester
at the time of the test. Additional data concerning on-site soils can be found in Exhibit 6.
3.4 GROUNDWATER
No groundwater was encountered during the investigative process. Water levels per the wells in the
area (closest well is 3.0 miles away), have water levels at approximately 60 to 100 feet or more in depth.
3.5 WELLS AND WATER RIGHTS
Based on the Utah Division of Water Rights, no wells were identified within 15,000 feet of the Long
Hollow Landfill. There are several wells located west and southeast of Loa Town, however they are
located more than three miles from the landfill. Due to the semi-limited precipitation in the area, and
existing drainage patterns, the landfill is considered to be hydraulically isolated. Exhibit 7 is a map
provided by the Division of Drinking Water showing no wells within 2000 feet of the Landfill. Information
is not available regarding background and surface water quality assessments in the area.
3.6 SURFACE WATERS
No perennial streams, rivers, or permanent surface waters exist within proximity of the landfill. The
closest perennial surface water is Spring Creek located approximately 3.5 miles east of the landfill. Any
drainage on site would occur only during large storm events, and would drain to the northeast. Due to
the soil characteristics around the landfill, most runoff would infiltrate into the ground before reaching
any surface waters except during very large events.
3.7 WATER BALANCE / MONITORING
A HELP Model simulation of the Long Hollow Landfill indicates leachate will not develop within 10 ft. of
the bottom of the waste during the life of the permit (50 years). Precipitation data was used from the
primary station of Fishlake as well as Hanksville Rain Station, and Monticello Stations. The soil in the
area is gravely loam. The soil used was loam which used a total porosity of 0.463 vol/vol and a wilting
point of 0.116 vol/vol. The model results showed that the max amount of leakage through the bottom
layer was 0.020376 inches, which results in 0.01% of the total volume of precipitation on site. In the
model, there was little change in volume of water in the bottom five layers, which shows that leakage
through those layers and the bottom layer which is de minimus and not a threat to the groundwater in
pg. 14

the area. No groundwater monitoring would be required for this landfill. Exhibit 8 show HELP model
results.
Groundwater monitoring has not been implemented at the Long Hollow landfill and is not anticipated
during the life of the permit. Existing depth to groundwater, limited precipitation and extensive
evapotranspiration render groundwater monitoring impractical. In addition, on site groundwater
monitoring wells could serve as a conduit for contamination.
3.8 IMPACTS TO WATER RESOURCES
As a small, arid facility the Long Hollow Landfill is exempt from groundwater monitoring requirements.
The landfill receives less than 20 tons of waste per day. It receives less than 25 inches of precipitation
per year and is located more than 100 ft. above existing groundwater aquifers. Based on Utah State
regulations, these characteristics indicate groundwater monitoring requirements are not necessary. In
addition, there is no potential for migration of hazardous constituents from the facility to the
groundwater during the active life of the facility and during the post closure period. This conclusion is
supported by three separate analyses: 1) onsite geologic and hydrologic conditions, 2) water balance
and leachate production modeling, and 3) operational practices which minimize the amount of water
that can come in contact with the waste. Each analysis makes its own strong argument for suspending
groundwater monitoring requirements.
In addition to favorable soil conditions and depths to groundwater which minimize the potential for
liquid migration, local climatic conditions prevent the production of significant amounts of leachate.
Average annual precipitation is only 7.67 inches per year and the lack of significant moisture passing
beyond the vegetative zone is evidenced by the sparsely grown surface plants which are limited by
minimum amounts of moisture.
Water balance and leachate production modeling also demonstrate a de minimus potential for
hazardous constituents reaching groundwater resources. Regional HELP model analysis and site-specific
HELP model analysis described above indicates numerous worst-case conditions would be required for
leachate to be produced in sufficient quantities to result in the migration of any liquid to the
groundwater. Worst case scenarios were used, so actual conditions should result in a greater level of
confidence and a lower production of leachate than identified by the model.
Operational practices will also reduce the amount of water that could possibly come in contact with the
waste. Surface waters will be diverted to protect landfill cells from run on water for storms greater than
the 25-year event. The size and progression of the units will result in cells being brought to final
elevation and closed in the minimum amount of time possible, reducing the amount of water entering
the waste. Contouring operations will reduce ponding and promote drainage away from active areas;
use of alternate daily covers may prevent the infiltration of limited precipitation into the waste. The
limited working face will require the removal of any snow from the active area, so incoming waste can
be deposited. All of these measures result in the reduction of an extremely limited source of moisture.
Considering onsite geologic and hydrologic conditions, water balance and leachate production modelling
and operational practices which reduce the amount of water contacting the waste, groundwater
monitoring and vadose zone monitoring are not justified. In fact, installation of monitoring wells may
provide a more viable conduit for groundwater contamination. The Executive Secretary is requested to
pg. 15

exempt the Long Hollow Sanitary Landfill from groundwater monitoring requirements in accordance
with Subsection R315-303-3.(3)(e)of the Solid Waste Rules.
4 PRELIMINARY ENGINEERING REPORT
4.1 SITING CRITERIA
The proposed Long Hollow Sanitary Landfill complies with siting criteria currently mandated by
regulation and recognized by the State of Utah Solid and Hazardous Waste Committee. Specifically, no
airport is located within 10,000 feet of the proposed landfill. The site is free from unstable areas and is
not located within a 100-year floodplain or in any wetland. In addition to federal mandated criteria, the
site is compatible with existing land uses for long term landfill operation and is in a remote area free
from dwellings and other incompatible structures such as churches, schools, hospitals, etc. Cultural
resources within the landfill will be mitigated in accordance with State Historic Preservation Officer
(SHPO) requirements. SHPO has been contacted and their response is pending.
4.2 SOLID WASTE MANAGEMENT COMPLIANCE
The Wayne County Solid Waste Management Plan required by Senate Bill 255 identifies the need for re-
permitting and or development of landfills capable of long-term service in the planning area. The plan
further supports continuation of the landfill. The Long Hollow Sanitary Landfill is in complete compliance
with the County's Solid Waste Management Plan.
4.3 FACILITY LIFE
The anticipated facility life for the Long Hollow Landfill cannot be accurately estimated. Based on the
overall size of the property, relatively low waste volumes. and current efficiencies, facility life is
estimated far in excess of the permit but is considered 10 years for this permit renewal process.
4.4 LINER DESIGN
Current volumes of solid waste disposed, as measured by scales serviced by the Long Hollow Landfill, are
well below 20 tons per day, and the facility is eligible for the small landfill design exemptions. The
landfill meets all the requirements of the small landfill exemption as explained in R315-303-3 i.e. the
average precipitation is less than 25 inches per year, with no evidence of groundwater contamination,
and no reasonable alterative. These exemptions include liner design and groundwater monitoring.
When average annual volumes exceed 20 tons per day, the Long Hollow Sanitary Landfill may have to
design disposal cells with liners, leachate collection and groundwater monitoring. Final cover on the
facility will be an Evapotransformation (ET) Cover. This ET cover initially consists of at least 12 inches of
native material from the approved source covered with at least 24 inches of additional soil to protect
from frost damage. Managers of the landfill may (with approval of the Executive Secretary) install
synthetic liners, covers, or other alternate systems if the are deemed to meet the code requirements.
4.5 CELL DESIGN AND OPERATION
The Long Hollow Sanitary Landfill is designed to minimize active areas and to reach final elevation as
soon as practical in order to minimize infiltration and leachate generation. The cells are designed to
accommodate from two to five years of waste and to expand in an orderly fashion.
Cells may be excavated as much as 40 feet deep and may extend approximately 50 feet in height.
Bottom widths will range from 40 feet to 100 feet. Length and height of the cells will vary with volumes
pg. 16

of waste, season of the year. and soil stockpile needs: but initial excavation will approximate 100 feet.
Current proposals contemplate providing a minimum of 1 year excess excavated area for growth and
unexpected problems. Excavated interior side slopes will originally be 4:1 and may be steepened to 2:1
immediately before receiving waste to expand capacity and augment covering. operations.
Near the close of each working day waste will be spread, compacted, and covered with 6 inches of
native soil or an alternate daily cover. When daily waste volumes are too small to permit efficient use of
landfill space, solid waste will be stockpiled at the working face and covered with an alternate daily
cover (a synthetic blanket designed to prevent infiltration). The 40-foot cell height described earlier is a
nominal dimension and does not consider final slopes to promote drainage or additional covering
requirements. Cells are anticipated to follow existing contours and to consist of solid waste compacted
in lifts ranging from 7 feet to 12 feet and covered with 6 inches to 12 inches of daily or intermediate
cover material. Exhibit 9 is an illustration of the proposed cell progression. Exhibit 10 is a conceptual
design of a typical cell.
4.6 EQUIPMENT AVAILABILITY
Minimum equipment requirements at the Long Hollow Sanitary Landfill are limited to a track-type
loader for daily operations and periodic use of additional equipment (dozer, scraper, grader, compactor,
etc.) for specific covering, stockpiling, contouring and compacting operations. The facility will have
equipment mobilized to the site as needed and will utilize other equipment from the Wayne County
Road Department pool as needed. Overtime, adequate equipment will be acquired to guarantee the
needs of the landfill will be met in a timely manner.
4.7 BORROW SOURCES
The Long Hollow Sanitary Landfill will generally utilize onsite borrow materials for daily cover, final
cover, and soil liners. Current estimates indicate adequate material is available within the landfill limits.
Existing cell location utilizes excavated on site material and provides for ongoing borrow operations.
Onsite soils will be augmented with existing offsite borrow sources as needed. These borrow sources
include local clays that have been used during the operation of the existing facility and will continue to
be used to their greatest utility.
4.8 LEACHATE COLLECTION TREATMENT AND DISPOSAL
The Long Hollow Sanitary Landfill is a natural attenuation facility located in an arid region with favorable
soil conditions. No leachate collection and disposal will occur at the facility.
4.9 LANDFILL GAS CONTROL AND MONITORING
Due to the arid nature of the climate at the Long Hollow Sanitary Landfill and the nature of the waste
accepted at the facility, landfill gas concentrations are not anticipated to reach significant levels. The
relatively open area of the proposed facility is designed to accommodate dissipation of any landfill gases
prior to reaching the property boundary.
Monitoring for landfill gases will be conducted as part of the quarterly inspections performed by landfill
managers. Concentration will be measured in the existing structures. Results will be recorded on
quarterly inspection forms.
Should unacceptable levels of landfill gases be detected, contingency plans described in other areas of
this permit will be implemented. If gas levels exceed 25% of the lower explosive limit in structures or the
pg. 17

100% of the lower explosive limit at property boundaries, immediate action will be taken to protect
human health, and the Executive Secretary will be contacted within 24 hours. Additional state
regulation, including operating record notations within seven days and implementation of a remediation
plan within sixty days, will be completed.
4.10 RUN-ON/RUN-OFF CONTROL
The County will control the run on and runoff resulting from storms smaller than the 25- year event
from contacting solid waste and leaving the landfill. This will be accomplished through a series of best
management practices. Any potential surface drainages will be diverted around cells. Daily, intermediate
and final cover material will be excavated from the uphill side of active areas and will be accumulated at
the interface between the natural ground and the waste cell. Doing this will create excavated areas and
berms to prevent any surface waters from contacting the waste.
Runoff will he controlled through ditches, berms, roads, culverts, and other passive systems as needed.
5 CLOSURE / POST CLOSURE PLAN
5.1 CLOSURE/POST CLOSURE PLAN
Closure of active portions of the Long Hollow Sanitary Landfill contemplates controlling, minimizing, and
eliminating threats to human health and the environment from post closure escape of solid waste
constituents, contaminated runoff or waste composition products to the ground, groundwater, surface
water, and the atmosphere. When an area of the landfill exceeding 10,000 square yards reaches final
elevation, it will be covered within 60 days with 12 inches of intermediate cover and graded to promote
drainage. The surface shall be free from ponding and shall minimize infiltration. Not more than 6 months
after completion of the intermediate cover, the area will be covered with a minimum of 18 inches of
material having a hydraulic conductivity of less, than 1 x 10" cm/sec or an alternate final cover approved
by the Executive Secretary. The impermeable barrier will be covered with 6 inches of native soil or 6
inches of material capable of supporting, vegetative growth. The final slope shall not exceed 33% nor be
less than 2%.
Post closure care of inactive sections of the landfill will consist of maintaining the integrity of the final
and vegetative covers. Any areas subject to erosion will also be corrected; and appropriate measures
will be implemented to identify and eliminate the source. Groundwater monitoring, leachate collection,
and gas collection are not proposed for the Long Hollow Sanitary Landfill. Therefore, closure and post
closure activities associated with these functions will not be performed.
5.2 CLOSURE SCHEDULE
Closure operations at the Long Hollow Sanitary Landfill will be performed on an ongoing basis. Adequate
capacity exists at the landfill to continue operation for many years. A final closing date cannot be
determined at this time. Ongoing closure operations will generally be performed from May through
October, the normal frost-free construction period, or as weather permits. No area larger than 2 acres
that has achieved final elevation will remain open longer than 6 months.
5.3 FINAL COVER, SEEDING, CONTOURING
Closure operations will consist of leveling, contouring, and placement of appropriate covers and seeding
as necessary to reduce infiltration and preserve the integrity of the completed areas of the landfill.
pg. 18

Areas of the landfill reaching final elevation will be closed within 6 months. Closure operations will
include leveling and contouring using intermediate cover to reduce infiltration and ponding. Excess
material may be stripped and utilized in other operations or left in place. After grading operations
promoting drainage are complete, a geosynthetic clay liner or 18 inches of material with a permeability
of 1 x 10” cm/sec or less will be installed. Geosynthetic clay liners and other compatible covering
systems may be used when permeability characteristics are equal to or better than earthen materials.
Alternate designs meeting the performance standard of impermeable material may be used if approved
by the Executive Secretary prior to placement. Upon completion of the impermeable cover, closed areas
will be seeded. The seed mixture shall be developed after consultation with BLM range specialists and
verifying availability of local seed markets. Recently closed sections of the landfill will be evaluated as
part of the quarterly inspection process during the first year and then placed on post closure status.
5.4 SITE CAPACITY
The site capacity for the entire Long Hollow Sanitary Landfill cannot be accurately estimated due to
various factors affecting its future use and development. However, based on current operations and
available land, the following assumptions can be made:
The landfill is currently located on a 199-acre site. Present operations cover 73 acres. Future expansion,
aligned with the site development plan, includes a request for an additional 45 acres to the north and 17
acres to the east, designated as a Class II facility. The landfill currently serves the citizens of Wayne
County.
· Remaining Land: It is estimated that 62 acres of the original 199.64 acres are proposed and
requested for future landfill operations.
· Trench Style Operation:
o Dimensions:
 40 ft. bottom width, 300 ft. length,
 220 ft top width, 480 ft. length
 3:1 side slopes, with a depth of 30 ft.
o Lifts: Three 8.5-foot lifts of waste with a 1.5-foot intermediate cover.
o Waste Density: An average density of 900 lbs. per cubic yard.
Using these assumptions, the estimated waste volumes can be calculated as follows:
· Site Area Used: 62 acres (2,700,720 square feet)
· Trench Volume Calculation:
o Each trench has a volume of:
 Cross Sectional Area:
× 220 + 40 × 30 = 3,900 . .
 Depth: 30 ft
pg. 19

 Volume per trench: 3,900 sq. ft. × 300 ft = 1,170,000 cubic feet
· Total Volume for 14 trenches:
Total volume = 1,170,000 cu.ft × 14 trenches = 16,380,000 cu.ft.÷ 27 (). .= 606,667 ().*+.
· Waste Volume Calculation:
o Applying 900 lbs. per cubic yard:
Total waste in tons = 606,0667 cu.yd. × 900 lbs.per cu.yd. ÷
1 23
2000 45 = 273,000 tons
Therefore, the estimated site capacity, using the remaining 62-acres, is approximately 606,667 cubic
yards or 273,000 tons of waste.
5.5 CLOSURE TIMING AND NOTIFICATION
Closure activities at the Long Hollow Sanitary Landfill will be performed on an ongoing basis. The
Executive Secretary will be notified of closure progress by reviewing quarterly and annual reports and by
contacting Division of Solid and Hazardous Waste inspectors who have visited the site. Considering the
ongoing nature of closure operations and the justification for performing closure operations as a cell
reaches final elevation, alternate notification procedures may not be feasible.
In addition to the ongoing notification indicated above, the Executive Secretary will be notified in writing
prior to initiation of final cover operations and the final cover design and the construction quality
assurance/quality control (QA/QC) plan will be submitted to the Executive Secretary for review and
approval. The QA/QC plan for closure will include tests for permeability and depth. Permeability tests,
where required, will be performed at the rate of a test per 3000 cubic yards of material and will
randomly selected throughout the working area. Permeability tests may include in field or laboratory
tests, nuclear density extrapolations, or other industry wide procedures and practices. Depth tests will
utilize standard cross section survey methods and will be performed at a rate equal to or greater than
tests performed for permeability. Closure as-builts and certification of closure according to the plan
identified above will be signed by a registered professional engineer and forwarded to the Executive
Secretary within 90 days of completion.
5.6 FINAL INSPECTION
The Long Hollow Landfill is anticipated to operate well beyond the life of this permit. At least 60 days
prior to any closure, the Division of Solid and Hazardous Waste will be contacted, and a final inspection
will be scheduled. The Executive Secretary will be informed of incremental closures of individual cells
through routine state inspections, annual reports, and renewal applications. In addition, a QA/QC plan
will be submitted for approval prior to any closure operations. Within 90 days of unit and/or facility
closure, as built plans signed by a professional engineer shall be forwarded to the Executive Secretary.
Landfill owners and operators shall allow the Executive Secretary of the Utah Solid and Hazardous Waste
Control Board or an authorized representative, including representatives from the local District Health
Department, upon representation of credentials, to enter during operating hours and/or inspect at
reasonable times any facilities, equipment, practices or operations regulated or required under this
permit.
pg. 20

A record of the inspection may be made by photographic, videotape, electronic or other reasonable
means. A copy of any such record shall be provided to the owner and the operator within a reasonable
time.
5.7 SITE MONITORING
No permanent monitoring devices are proposed for the Long Hollow Sanitary Landfill. Landfill gas in
closed sections will be monitored as described for active cells in the Preliminary Engineering Report
section of this document.
No groundwater monitoring wells, lysimeters, vadose zone equipment or other monitors are planned for
this facility. Surface waters in closed portions of the landfill will be evaluated as part of the annual
inspection. Monitoring will be limited to identifying situations which promote infiltration.
5.8 LAND TRANSFERS AND USES
Plats and a statement of fact concerning the location of any disposal site shall be recorded as part of the
record of title with the County Recorder not later than 60 days after certification of closure. Upon
recording, proof of the record of filing will be submitted to the Executive Secretary.
5.9 POST CLOSURE MAINTENANCE
Post-closure care of inactive sections of the landfill 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 source. No active or technical devices are proposed for use at
the Long Hollow Sanitary Landfill. Best management practices will be implemented to minimize
infiltration and assure the integrity of the run-on/run-off system. Evaluation of the system will be made
during the quarterly inspections and corrective measures, if any, will be implemented. Run-on and run-
off from events smaller than the 25-year storm will be controlled by way of ditches, berms and use of
machinery to ensure proper run-off.
No leachate collection devices are proposed for the facility. Closed portions of the landfill will be
inspected as part of the quarterly reviews performed by the landfill operator. Closed areas will also be
inspected as part of the in-depth annual inspection. Any deficiencies will be repaired as soon as
practical. For those failures which jeopardize the environmental integrity of the facility or permit the
uncontrolled infiltration of significant amounts of moisture, corrective measures will be initiated
immediately.
No alternate land use for closed sections has been developed to date. Closed cells will remain under the
jurisdiction of the landfill manager. If alternate land use plans are developed, they will be addressed
during the permit renewal process or a separate permit modification may be processed.
5.10 RESPONSIBLE PARTIES
The applicant, property owner, and responsible party for the post closure care period is:
Wayne County
Wayne County Courthouse
18 South Main
Loa, Utah 84747
Attn: Scott Chesnut
Phone: [phone]
pg. 21

It should be noted Wayne County is continually upgrading solid waste management services. Future
agreements, potential special service district creation, the extended life of the landfill, and alternate
ownership/operation scenarios may require modification of this section of the permit. In addition, the
County may contract site operations with private entities. The County will notify the Executive Secretary
of any changes in responsible party status at least 30 days prior to their effective date. Other changes to
the information listed above will be provided in annual reports and permit renewal documents.
6 FINANCIAL ASSURANCE PLAN
6.1 INTRODUCTION
This section of the permit describes compliance with Subsection R315-309, Financial Assurance of the
Administrative Rules for Solid Waste Permitting and Management. Cost estimates consider the most
expensive option during the period and are based on a third-party performing closure and post closure
care.
6.2 MECHANISMS
The mechanism used at the Long Hollow Sanitary Landfill is a dedicated escrow/capital improvement
account. The account is established with the State Treasurer's Office, and the Utah State Treasurer
serves as the escrow agent. A detailed set of procedures has been established by the Treasurer's office.
Funds in excess of the estimate listed below may be used for capital improvements, to offset rate
increases, operational expenses and other items deemed necessary by landfill managers. The Long
Hollow landfill may alter the mechanism to include insurance, surety bonds, trust funds, or other
options as they become feasible with Executive Secretary approval.

6.3 COST ESTIMATE
Closure and post-closure cost estimates were developed considering the largest area of the disposal
facility requiring final cover during the operating period and using projections for a third party to
perform the work. Estimates were developed using Utah State guidance, historical costs, project records
and standardized rates for Wayne County. A cost estimate summary identifying major closure and post-
closure components is included below. Items that are identified in the rules but are not applicable to the
Long Hollow Landfill have not been listed.

pg. 22

7 EXHIBITS

Exhibit #1: General Vicinity Map
Exhibit #1A Boundary Topo Survey (BTS)
Exhibit #2: USGS TOPO Map
Exhibit #3: Property Patent
Exhibit #4a-4b: Record Volume Form and Hazardous and PCB Waste Inventory
Exhibit #5: Quarterly Inspection Log
Exhibit #6: Onsite Soil Data
Exhibit #7: Water Rights Map
Exhibit #8: HELP Model Results
Exhibit #9: Cell Progression Map
Exhibit #10: Typical Cell Design Detail
Exhibit #11: SHPO Letter
Exhibit #12: Geological Map

ITEM DESCRIPTION UNIT QUANTITY UNIT COST TOTAL
1. Closure Costs
100 Soil Placement (Topsoil) CY 7,000 10.00$ 70,000.00$
101 Soil Placement (18" compacted) CY 9,000 12.00$ 108,000.00$
102 Seeding Acre 5 200.00$ 1,000.00$
103 Correctional Plans and Specifications EA 1 10,000.00$ 10,000.00$
104 Grading LS 1 15,000.00$ 15,000.00$
105 Contigency LS 1 20,000.00$ 20,000.00$
224,000.00$
2. Post-Closure Costs
200 Engineering/Project Management/Admin LS 1 25,000.00$ 25,000.00$
201 Cover Maintenance LS 1 5,000.00$ 5,000.00$
202 General Maintenance LS 1 5,000.00$ 5,000.00$
35,000.00$
259,000.00$
Subtotal
GRAND TOTAL
Subtotal
SITLA
2031 South Industrial
Park Road Richfield,
Utah 84701
BLM
150 E 900 N,
Richfield, UT 84701
PRIVATE
LONG
HOLLOW
LANDFILL
SITLA
2031 South Industrial
Park Road Richfield,
Utah 84701
SITLA
2031 South Industrial
Park Road Richfield,
Utah 84701
BLM
150 E 900 N,
Richfield, UT 84701
BLM
150 E 900 N,
Richfield, UT 84701
HORIZONTAL GRAPHIC SCALE
0
( IN FEET )
HORZ: 1 inch = ft.200
200 100 200 400
LOCATED IN THE EAST HALF OF SECTION 22
AND THE WEST HALF OF SECTION 21,
TOWNSHIP 28 SOUTH, RANGE 2 EAST,
SALT LAKE BASE AND MERIDIAN
WAYNE COUNTY, UTAH
ENSIGN ENG.
LAND SURV.
SECTION CORNER-BRASS CAP
MONUMENT
SET RIVET
SET ENSIGN REBAR AND CAP
BUILDING PRIMARY
ADJACENT RIGHT OF WAY
RIGHT OF WAY
CENTERLINE
PROPERTY LINE
ADJACENT PROPERTY LINE
DEED LINE
GRAVEL DRIVE
FENCE
LEGEND
X
DESIGNED BY
PROJECT NUMBER
FOR:
PROJECT MANAGER
PRINT DATE
PHONE:
CONTACT:
WWW.ENSIGNENG.COM
RICHFIELD
225 N 100 E
Richfield, UT 84701
Phone: [phone]
SANDY
Phone: [phone]
LAYTON
Phone: [phone]
TOOELE
Phone: [phone]
CEDAR CITY
Phone: [phone]
13336
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WAYNE COUNTY
CLIENT'S ADDRESS
CLIENT CITY STATE ZIP
CLIENT CONTACT
801.000.0000
K. CHAPPELL B.REES
2024-07-25
EXHIBIT-1
VICINITY MAP
CALL BLUESTAKES
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.Know what's below.
before you dig.Call
R
FOUND REBAR
AND ALUMINUM
CAP (LS 6295)
FOUND REBAR
AND ALUMINUM
CAP (LS 6295)
FOUND REBAR
AND ALUMINUM
CAP (LS 6295)
FOUND REBAR
AND ALUMINUM
CAP (LS 6295)
FOUND REBAR
AND ALUMINUM
CAP (LS 6295)
FOUND REBAR
AND ALUMINUM
CAP (LS 6295)
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W

2
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N 89°49'40" W 2647.02'S 89°51'50" E 2636.80'
FOUND REBAR
AND ALUMINUM
CAP (LS 6295)
BLM
BLMBLM
BLM
BLM
BLM
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BUILDINGS
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7650
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5
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5
7
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1
0
FOUND REBAR
N 89°49'26" W 1322.33'
S 89°52'27" E
2637.95'
BLM
BLM
BLM
N 89°49'26" W 3965.42'
S 89°52'27" E 2637.64'
S
0
°
1
7
'
3
3
"

W

2
6
4
1
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5
0
'
S
0
°
1
7
'
3
3
"

W

2
6
4
1
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4
9
'
BLM
XX
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X X X X X X X X
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SITE
LOA
LONG
HOLLOW RD.
MAIN ST.
HORIZONTAL GRAPHIC SCALE
0
( IN FEET )
HORZ: 1 inch = ft.200
200 100 200 400
LOCATED IN SECTION 21 AND SECTION 22,
TOWNSHIP 28 SOUTH, RANGE 2 EAST,
SALT LAKE BASE AND MERIDIAN
WAYNE COUNTY, UTAH
DESIGNED BY
PROJECT NUMBER
FOR:
PROJECT MANAGER
PRINT DATE
PHONE:
CONTACT:
WWW.ENSIGNENG.COM
RICHFIELD
225 N 100 E
Richfield, UT 84701
Phone: [phone]
SANDY
Phone: [phone]
LAYTON
Phone: [phone]
TOOELE
Phone: [phone]
CEDAR CITY
Phone: [phone]
13336
1 OF 1
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BOUNDARY AND
TOPOGRPHIC SURVEY
WAYNE COUNTY
18 S MAIN ST.
LOA, UT 84747
-
435-836-1300
KLC DDS
2024-08-01
SOUTHWEST CORNER OF
SECTION 22, T.28 S., R.2 E.,
S.L.B. & M. FOUND 1915
U.S.G.L.O. BRASS CAP
BENCHMARK
SOUTHWEST CORNER OF SECTION 22,
TOWNSHIP 28 SOUTH, RANGE 2 EAST
SALT LAKE BASE AND MERIDIAN
ELEV = 7712.87'
SOUTH QUARTER CORNER OF
SECTION 22, T. 28 S., R.2 E.,
S.L.B. & M. (CALCULATED)
NORTHWEST CORNER OF
SECTION 22, T.28 S., R.2 E.,
S.L.B. & M. FOUND 1915
U.S.G.L.O. BRASS CAP
NORTH QUARTER CORNER
OF SECTION 22, T.28 S., R.2 E.,
S.L.B. & M. (CALCULATED)
SOUTH QUARTER CORNER
OF SECTION 21, T.28 S., R.2 E.,
S.L.B. & M. (CALCULATED)
NOT TO SCALE
VICINITY MAP
ENSIGN ENG.
LAND SURV.
LEGEND
DEED DESCRIPTION
THE EAST 1/2 OF THE EAST 1/2 OF THE SOUTHEAST 1/4 SECTION 21, THE EAST 1/2 OF THE SOUTHEAST
1/4 OF THE NORTHEAST 1/4 SECTION 21, THE WEST 1/2 OF THE SOUTHWEST 1/4 SECTION 22, THE
SOUTHWEST 1/4 OF THE NORTHWEST 1/4 SECTION 22, AND THE WEST 1/2 OF THE SOUTHEAST 1/4 OF
THE SOUTHWEST 1/4 OF SECTION 22, TOWNSHIP 28 SOUTH, RANGE 2 EAST, SALT LAKE BASE AND
MERIDIAN.
CONTAINING 200.099 ACRES MORE OR LESS (AS SURVEYED ACREAGE)
NOTES
1. THE PURPOSE OF THIS SURVEY WAS TO LOCATE THE BOUNDARY OF THE HEREON SHOWN AND
DESCRIBED PARCEL OF LAND.
2. THE BASIS OF BEARING USED WAS N00°17'33"E BETWEEN THE SOUTHWEST CORNER AND THE
NORTHWEST CORNER OF SECTION 22, T.28 S., R.2 E., S.L.B. & M.
3. THE BOUNDARY INFORMATION SHOWN HEREON WAS TAKEN FROM THE JONES AND DEMILLE
ENGINEERING PROPERTY SURVEY FOR WAYNE COUNTY LANDFILL DATED 11/17/94 AS FOUND IN THE
OFFICE OF THE WAYNE COUNTY RECORDER, FILE NUMBER 85. THE JONES AND DEMILLE ENGINEERING
SURVEY WAS ROTATED CLOCKWISE 00°04'33" TO MATCH THE BASIS OF BEARING OF THIS SURVEY.
4. THE CONTOURS WERE OBTAINED USING A DRONE FLIGHT.
X
SECTION CORNER AS NOTED
MONUMENT
EXISTING REBAR AND CAP AS NOTED
SET ENSIGN REBAR AND CAP
SURVEYED BOUNDARY LINE
SECTION LINE
QUARTER SECTION LINE
SIXTEENTH SECTION LINE
EXISTING FENCE
EXISTING EDGE OF ASPHALT
EXISTING BUILDING
EXISTING OVERHEAD POWERLINE
EXISTING CENTERLINE GRAVEL / DIRT ROAD
EDGE OF GRAVEL ROAD
OHP
WEST QUARTER CORNER OF
SECTION 21, T.28 S., R.2 E.,
S.L.B. & M. (CALCULATED)
EAST QUARTER CORNER OF
SECTION 22, T.28 S., R.2 E.,
S.L.B. & M. (CALCULATED)
SURVEYORS CERTIFICATE
I, TREVOR R. GADD, A PROFESSIONAL LAND SURVEYOR AS PRESCRIBED BY THE LAWS OF THE STATE OF
UTAH, HOLDING CERTIFICATE #343639, CERTIFY THAT THE SURVEY SHOWN HEREON WAS MADE UNDER MY
DIRECTION. I FURTHER CERTIFY THAT THIS PLAT CORRECTLY SHOWS THE DIMENSIONS OF THE PROPERTY
SURVEYED.
TREVOR ROY GADD
No. 343639
P
ROF E S S I O N A L L A ND S
U
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Y
O
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S
TATE O F U T A H
08/01/2024
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~~~~~~~~~~~~~~~~
~~~~~~~~~~~~
~~~~~~~~~~~~
~~~~~~~~~~~~
~~~~~~~~~
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~~~~~~~~~
T29S R2E
T28S R2E
T29SR1E
T29S R3E
T28S R3ET28S R1E
17
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4247 000mN
35
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4234000mN
47
36 37 38 39 40 41 42 43 4435 445 000mE
36 37 38 39 40 41 42 43 44435000mE 45
38.2500°
38.3750°
-111.7500°-111.6250°38.3750°
38.2500°-111.6250°-111.7500°
77
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Bull RoostReservoir
MoroniReservoir
CameronReservoir
WoodysReservoir
Rock PointReservoir
Long HollowReservoir
Flat TopReservoir
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0°26´8 MILS
10°38´189 MILS
UTM GRID AND 2021 MAGNETIC NORTHDECLINATION AT CENTER OF SHEET
VH
Grid Zone Designation12S
U.S. National Grid100,000 - m Square ID
U.S. DEPARTMENT OF THE INTERIOR U.S. GEOLOGICAL SURVEY

SCALE 1:24 000
CONTOUR INTERVAL 20 FEETNORTH AMERICAN VERTICAL DATUM OF 1988
1000 500 0 METERS 1000 2000
21KILOMETERS00.51
1 0.5 0
MILES
1
1000 0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000
FEET
CONTOUR SMOOTHNESS = Medium
North American Datum of 1983 (NAD83)World Geodetic System of 1984 (WGS84). Projection and1 000-meter grid:Universal Transverse Mercator, Zone 12S
Produced by the United States Geological Survey
Data is provided by The National Map (TNM), is the best available at the time of mapgeneration, and includes data content from supporting themes of Elevation,Hydrography, Geographic Names, Boundaries, Transportation, Structures, Land Cover,and Orthoimagery. Refer to associated Federal Geographic Data Committee (FGDC)Metadata for additional source data information.
This map is not a legal document. Boundaries may be generalized for this map scale.Private lands within government reservations may not be shown. Obtain permissionbefore entering private lands. Temporal changes may have occurred since these datawere collected and some data may no longer represent actual surface conditions.
Learn About The National Map: https://nationalmap.gov
QUADRANGLE LOCATION
UTAH
ADJOINING QUADRANGLES
MORONI PEAK QUADRANGLEUTAH - WAYNE COUNTY7.5-MINUTE TOPO
Bicknell
AbesKnoll
MoroniPeak
FlossieKnoll
JakesKnoll
GovernmentPoint
Loa Lyman
SmoothKnoll
MORONI PEAK, UT
2024
Expressway Local Connector
ROAD CLASSIFICATION
Ramp 4WD
Secondary Hwy Local Road
Interstate Route State RouteUS RouteWX./
Long Hollow Landfill
Hanksville Class IV Landfill
Record Volume Form
Date
Vehicle
C = CAR
P = PICKUP
T = TRUCK
Waste Type Estimated Amount
EXHIBIT 2: RECORD VOLUME FORM
HANKSVILLE CLASS II LANDFILL
RECORD VOLUME FORM
EXHIBIT #4
WAYNE COUNTY LANDFILL
QUARTERLY INSPECTION FORM
Performed by_ Date
I. Structures and Roads
1.
2.
3.
4.
5.
6.
Buildings
Fences
Gates
Road leading to facility
Inside perimeter road
Gas monitor levels .
Overall Condition
Satisfactory Needs Work*
O
a
a
a
a
a
a
o
a
a
.*Specify recommended repairs and/or list actions taken:
II. Operations
1.
2.
3.
4.
5.
Litter and weed control
Excavations
Daily
Final
cover
cover
Waste Piles
A.
B.
C.
D.
E.
F.
Appliances
Construction/Demolition
Tires
Inert waste
Car bodies
Yard waste
6. Recyclables/Furniture storage area
'Specify recommended repairs and/or list actions taken:
•
a
a
a
o
a
a
a
a
a
a
a
a
a
a
o
o
o
••-"It 7: Quarterly Inspection Form
J
EXHIBIT #5
Location: Long Hollow Landfill TP-1
Date: 7/23/2024
Name: Kelly Chappell
Gravel
Cobbles &
Stones
Gray % Red %
0-6" Loam Medium 15 5 Granular 0 0
6-36" Loam Medium 25 10 Granular 0 0
36-50" Sandy Loam Medium 30 10 Granular 0 0
50-60" Loam Medium 20 5 Platy 0 0
60-94" Soft Rock Medium 25 15 Granular 0 0
Depth: Record depth of layer in inches
Soil Texture: Determine the soil texture using the USDA textural triangle (i.e., soil loam, clay loam)
Sand Size: If the soil texture is sand, loamy sand, or sandy loam, determine the size of the sand grains
Coarse Fragments: Estimate the percent of gravel by volume
Gravel = 0.1" to 3" in diameter
Cobble = 3" to 10" in diameter
Stone = greater than 10" in diameter
Soil Structure:
Mottles: Indicate whether or not mottles exist in the layer, along with the color (red or grey) and %
Few: less than 2% of the exposed surface is occupied by mottles
Common: from 2% to 20% of the exposed surface is occupied by mottles
Many: more than 20% of the exposed surface is occupied by mottles
Depth (in)Soil Texture
(USDA)
Sand
Size
Coarse Fragments
% by Volume Soil
Structure
Determine the dominant structure in the layer (granular, blocky, prismatic, or platy). If
the soil is classified as sand using the USDA textural triangle, list the structure as single
grain. If no structure exists, list the structure as massive.
Comments
Mottles
Location: Long Hollow Landfill TP-2
Date: 7/23/2024
Name: Kelly Chappell
Gravel
Cobbles &
Stones
Gray % Red %
0-6" Loam Fine 5 5 Granular 0 0
6-48" Loam Medium 10 10 Granular 0 0
48-50" Loam Medium 30 10 Granular 0 0
50-60" Loam Fine 20 20 Granular 0 0
60-70" Loam Fine 15 20 Granular 0 0
70-180" Loam Fine 15 20 Granular 0 0
Depth: Record depth of layer in inches
Soil Texture: Determine the soil texture using the USDA textural triangle (i.e., soil loam, clay loam)
Sand Size: If the soil texture is sand, loamy sand, or sandy loam, determine the size of the sand grains
Coarse Fragments: Estimate the percent of gravel by volume
Gravel = 0.1" to 3" in diameter
Cobble = 3" to 10" in diameter
Stone = greater than 10" in diameter
Soil Structure:
Mottles: Indicate whether or not mottles exist in the layer, along with the color (red or grey) and %
Few: less than 2% of the exposed surface is occupied by mottles
Common: from 2% to 20% of the exposed surface is occupied by mottles
Many: more than 20% of the exposed surface is occupied by mottles
Depth (in)Soil Texture
(USDA)
Sand
Size
Coarse Fragments
% by Volume Soil
Structure Comments
Determine the dominant structure in the layer (granular, blocky, prismatic, or platy). If
the soil is classified as sand using the USDA textural triangle, list the structure as
single grain. If no structure exists, list the structure as massive.
Roots/Top Soil
Mottles
Location: Long Hollow Landfill TP-3
Date: 7/23/2024
Name: Kelly Chappell
Gravel
Cobbles &
Stones
Gray % Red %
0-6" Loam Fine 5 5 Granular 0 0
6-36" Loam Medium 10 10 Granular 0 0
36-54" Loam Medium 30 10 Granular 0 0
54-60" Loam Fine 20 20 Granular 0 0
60-80" Loam Fine 15 20 Granular 0 0
80-180" Loam Fine 15 20 Granular 0 0
Depth: Record depth of layer in inches
Soil Texture: Determine the soil texture using the USDA textural triangle (i.e., soil loam, clay loam)
Sand Size: If the soil texture is sand, loamy sand, or sandy loam, determine the size of the sand grains
Coarse Fragments: Estimate the percent of gravel by volume
Gravel = 0.1" to 3" in diameter
Cobble = 3" to 10" in diameter
Stone = greater than 10" in diameter
Soil Structure:
Mottles: Indicate whether or not mottles exist in the layer, along with the color (red or grey) and %
Few: less than 2% of the exposed surface is occupied by mottles
Common: from 2% to 20% of the exposed surface is occupied by mottles
Many: more than 20% of the exposed surface is occupied by mottles
Determine the dominant structure in the layer (granular, blocky, prismatic, or platy). If
the soil is classified as sand using the USDA textural triangle, list the structure as
single grain. If no structure exists, list the structure as massive.
Comments
Roots/Top Soil
Depth (in)Soil Texture
(USDA)
Sand
Size
Coarse Fragments
% by Volume Soil
Structure
Mottles
United States
Department of
Agriculture
A product of the National
Cooperative Soil Survey,
a joint effort of the United
States Department of
Agriculture and other
Federal agencies, State
agencies including the
Agricultural Experiment
Stations, and local
participants
Custom Soil Resource
Report for
Loa-Marysvale Area, Utah,
Parts of Piute, Wayne, and
Garfield Counties
Natural
Resources
Conservation
Service
July 29, 2024
Preface
Soil surveys contain information that affects land use planning in survey areas.
They highlight soil limitations that affect various land uses and provide information
about the properties of the soils in the survey areas. Soil surveys are designed for
many different users, including farmers, ranchers, foresters, agronomists, urban
planners, community officials, engineers, developers, builders, and home buyers.
Also, conservationists, teachers, students, and specialists in recreation, waste
disposal, and pollution control can use the surveys to help them understand,
protect, or enhance the environment.
Various land use regulations of Federal, State, and local governments may impose
special restrictions on land use or land treatment. Soil surveys identify soil
properties that are used in making various land use or land treatment decisions.
The information is intended to help the land users identify and reduce the effects of
soil limitations on various land uses. The landowner or user is responsible for
identifying and complying with existing laws and regulations.
Although soil survey information can be used for general farm, local, and wider area
planning, onsite investigation is needed to supplement this information in some
cases. Examples include soil quality assessments (http://www.nrcs.usda.gov/wps/
portal/nrcs/main/soils/health/) and certain conservation and engineering
applications. For more detailed information, contact your local USDA Service Center
(https://offices.sc.egov.usda.gov/locator/app?agency=nrcs) or your NRCS State Soil
Scientist (http://www.nrcs.usda.gov/wps/portal/nrcs/detail/soils/contactus/?
cid=nrcs142p2_053951).
Great differences in soil properties can occur within short distances. Some soils are
seasonally wet or subject to flooding. Some are too unstable to be used as a
foundation for buildings or roads. Clayey or wet soils are poorly suited to use as
septic tank absorption fields. A high water table makes a soil poorly suited to
basements or underground installations.
The National Cooperative Soil Survey is a joint effort of the United States
Department of Agriculture and other Federal agencies, State agencies including the
Agricultural Experiment Stations, and local agencies. The Natural Resources
Conservation Service (NRCS) has leadership for the Federal part of the National
Cooperative Soil Survey.
Information about soils is updated periodically. Updated information is available
through the NRCS Web Soil Survey, the site for official soil survey information.
The U.S. Department of Agriculture (USDA) prohibits discrimination in all its
programs and activities on the basis of race, color, national origin, age, disability,
and where applicable, sex, marital status, familial status, parental status, religion,
sexual orientation, genetic information, political beliefs, reprisal, or because all or a
part of an individual's income is derived from any public assistance program. (Not
all prohibited bases apply to all programs.) Persons with disabilities who require
2
alternative means for communication of program information (Braille, large print,
audiotape, etc.) should contact USDA's TARGET Center at [phone] (voice
and TDD). To file a complaint of discrimination, write to USDA, Director, Office of
Civil Rights, 1400 Independence Avenue, S.W., Washington, D.C. 20250-9410 or
call [phone] (voice) or [phone] (TDD). USDA is an equal opportunity
provider and employer.
3
Contents
Preface....................................................................................................................2
How Soil Surveys Are Made..................................................................................5
Soil Map..................................................................................................................8
Soil Map................................................................................................................9
Legend................................................................................................................10
Map Unit Legend................................................................................................12
Map Unit Descriptions........................................................................................12
Loa-Marysvale Area, Utah, Parts of Piute, Wayne, and Garfield Counties.....14
Sd1—Millmeadow, extremely stony-Woody-Awapa, rubbly association,
3 to 40 percent slopes...........................................................................14
References............................................................................................................18
4
How Soil Surveys Are Made
Soil surveys are made to provide information about the soils and miscellaneous
areas in a specific area. They include a description of the soils and miscellaneous
areas and their location on the landscape and tables that show soil properties and
limitations affecting various uses. Soil scientists observed the steepness, length,
and shape of the slopes; the general pattern of drainage; the kinds of crops and
native plants; and the kinds of bedrock. They observed and described many soil
profiles. A soil profile is the sequence of natural layers, or horizons, in a soil. The
profile extends from the surface down into the unconsolidated material in which the
soil formed or from the surface down to bedrock. The unconsolidated material is
devoid of roots and other living organisms and has not been changed by other
biological activity.
Currently, soils are mapped according to the boundaries of major land resource
areas (MLRAs). MLRAs are geographically associated land resource units that
share common characteristics related to physiography, geology, climate, water
resources, soils, biological resources, and land uses (USDA, 2006). Soil survey
areas typically consist of parts of one or more MLRA.
The soils and miscellaneous areas in a survey area occur in an orderly pattern that
is related to the geology, landforms, relief, climate, and natural vegetation of the
area. Each kind of soil and miscellaneous area is associated with a particular kind
of landform or with a segment of the landform. By observing the soils and
miscellaneous areas in the survey area and relating their position to specific
segments of the landform, a soil scientist develops a concept, or model, of how they
were formed. Thus, during mapping, this model enables the soil scientist to predict
with a considerable degree of accuracy the kind of soil or miscellaneous area at a
specific location on the landscape.
Commonly, individual soils on the landscape merge into one another as their
characteristics gradually change. To construct an accurate soil map, however, soil
scientists must determine the boundaries between the soils. They can observe only
a limited number of soil profiles. Nevertheless, these observations, supplemented
by an understanding of the soil-vegetation-landscape relationship, are sufficient to
verify predictions of the kinds of soil in an area and to determine the boundaries.
Soil scientists recorded the characteristics of the soil profiles that they studied. They
noted soil color, texture, size and shape of soil aggregates, kind and amount of rock
fragments, distribution of plant roots, reaction, and other features that enable them
to identify soils. After describing the soils in the survey area and determining their
properties, the soil scientists assigned the soils to taxonomic classes (units).
Taxonomic classes are concepts. Each taxonomic class has a set of soil
characteristics with precisely defined limits. The classes are used as a basis for
comparison to classify soils systematically. Soil taxonomy, the system of taxonomic
classification used in the United States, is based mainly on the kind and character
of soil properties and the arrangement of horizons within the profile. After the soil
5
scientists classified and named the soils in the survey area, they compared the
individual soils with similar soils in the same taxonomic class in other areas so that
they could confirm data and assemble additional data based on experience and
research.
The objective of soil mapping is not to delineate pure map unit components; the
objective is to separate the landscape into landforms or landform segments that
have similar use and management requirements. Each map unit is defined by a
unique combination of soil components and/or miscellaneous areas in predictable
proportions. Some components may be highly contrasting to the other components
of the map unit. The presence of minor components in a map unit in no way
diminishes the usefulness or accuracy of the data. The delineation of such
landforms and landform segments on the map provides sufficient information for the
development of resource plans. If intensive use of small areas is planned, onsite
investigation is needed to define and locate the soils and miscellaneous areas.
Soil scientists make many field observations in the process of producing a soil map.
The frequency of observation is dependent upon several factors, including scale of
mapping, intensity of mapping, design of map units, complexity of the landscape,
and experience of the soil scientist. Observations are made to test and refine the
soil-landscape model and predictions and to verify the classification of the soils at
specific locations. Once the soil-landscape model is refined, a significantly smaller
number of measurements of individual soil properties are made and recorded.
These measurements may include field measurements, such as those for color,
depth to bedrock, and texture, and laboratory measurements, such as those for
content of sand, silt, clay, salt, and other components. Properties of each soil
typically vary from one point to another across the landscape.
Observations for map unit components are aggregated to develop ranges of
characteristics for the components. The aggregated values are presented. Direct
measurements do not exist for every property presented for every map unit
component. Values for some properties are estimated from combinations of other
properties.
While a soil survey is in progress, samples of some of the soils in the area generally
are collected for laboratory analyses and for engineering tests. Soil scientists
interpret the data from these analyses and tests as well as the field-observed
characteristics and the soil properties to determine the expected behavior of the
soils under different uses. Interpretations for all of the soils are field tested through
observation of the soils in different uses and under different levels of management.
Some interpretations are modified to fit local conditions, and some new
interpretations are developed to meet local needs. Data are assembled from other
sources, such as research information, production records, and field experience of
specialists. For example, data on crop yields under defined levels of management
are assembled from farm records and from field or plot experiments on the same
kinds of soil.
Predictions about soil behavior are based not only on soil properties but also on
such variables as climate and biological activity. Soil conditions are predictable over
long periods of time, but they are not predictable from year to year. For example,
soil scientists can predict with a fairly high degree of accuracy that a given soil will
have a high water table within certain depths in most years, but they cannot predict
that a high water table will always be at a specific level in the soil on a specific date.
After soil scientists located and identified the significant natural bodies of soil in the
survey area, they drew the boundaries of these bodies on aerial photographs and
Custom Soil Resource Report
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identified each as a specific map unit. Aerial photographs show trees, buildings,
fields, roads, and rivers, all of which help in locating boundaries accurately.
Custom Soil Resource Report
7
Soil Map
The soil map section includes the soil map for the defined area of interest, a list of
soil map units on the map and extent of each map unit, and cartographic symbols
displayed on the map. Also presented are various metadata about data used to
produce the map, and a description of each soil map unit.
8
9
Custom Soil Resource Report
Soil Map
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439500 439600 439700 439800 439900 440000 440100 440200 440300 440400 440500
439500 439600 439700 439800 439900 440000 440100 440200 440300 440400 440500
38° 21' 58'' N
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Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 12N WGS84
0 350 700 1400 2100
Feet
0 100 200 400 600
Meters
Map Scale: 1:7,250 if printed on A portrait (8.5" x 11") sheet.
Soil Map may not be valid at this scale.
MAP LEGEND MAP INFORMATION
Area of Interest (AOI)
Area of Interest (AOI)
Soils
Soil Map Unit Polygons
Soil Map Unit Lines
Soil Map Unit Points
Special Point Features
Blowout
Borrow Pit
Clay Spot
Closed Depression
Gravel Pit
Gravelly Spot
Landfill
Lava Flow
Marsh or swamp
Mine or Quarry
Miscellaneous Water
Perennial Water
Rock Outcrop
Saline Spot
Sandy Spot
Severely Eroded Spot
Sinkhole
Slide or Slip
Sodic Spot
Spoil Area
Stony Spot
Very Stony Spot
Wet Spot
Other
Special Line Features
Water Features
Streams and Canals
Transportation
Rails
Interstate Highways
US Routes
Major Roads
Local Roads
Background
Aerial Photography
The soil surveys that comprise your AOI were mapped at
1:24,000.
Warning: Soil Map may not be valid at this scale.
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil
line placement. The maps do not show the small areas of
contrasting soils that could have been shown at a more detailed
scale.
Please rely on the bar scale on each map sheet for map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:
Coordinate System: Web Mercator (EPSG:3857)
Maps from the Web Soil Survey are based on the Web Mercator
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Albers equal-area conic projection, should be used if more
accurate calculations of distance or area are required.
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: Loa-Marysvale Area, Utah, Parts of Piute,
Wayne, and Garfield Counties
Survey Area Data: Version 7, Sep 8, 2023
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Jul 9, 2021—Aug 27,
2021
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
Custom Soil Resource Report
10
MAP LEGEND MAP INFORMATION
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.
Custom Soil Resource Report
11
Map Unit Legend
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
Sd1 Millmeadow, extremely stony-
Woody-Awapa, rubbly
association, 3 to 40 percent
slopes
205.2 100.0%
Totals for Area of Interest 205.2 100.0%
Map Unit Descriptions
The map units delineated on the detailed soil maps in a soil survey represent the
soils or miscellaneous areas in the survey area. The map unit descriptions, along
with the maps, can be used to determine the composition and properties of a unit.
A map unit delineation on a soil map represents an area dominated by one or more
major kinds of soil or miscellaneous areas. A map unit is identified and named
according to the taxonomic classification of the dominant soils. Within a taxonomic
class there are precisely defined limits for the properties of the soils. On the
landscape, however, the soils are natural phenomena, and they have the
characteristic variability of all natural phenomena. Thus, the range of some
observed properties may extend beyond the limits defined for a taxonomic class.
Areas of soils of a single taxonomic class rarely, if ever, can be mapped without
including areas of other taxonomic classes. Consequently, every map unit is made
up of the soils or miscellaneous areas for which it is named and some minor
components that belong to taxonomic classes other than those of the major soils.
Most minor soils have properties similar to those of the dominant soil or soils in the
map unit, and thus they do not affect use and management. These are called
noncontrasting, or similar, components. They may or may not be mentioned in a
particular map unit description. Other minor components, however, have properties
and behavioral characteristics divergent enough to affect use or to require different
management. These are called contrasting, or dissimilar, components. They
generally are in small areas and could not be mapped separately because of the
scale used. Some small areas of strongly contrasting soils or miscellaneous areas
are identified by a special symbol on the maps. If included in the database for a
given area, the contrasting minor components are identified in the map unit
descriptions along with some characteristics of each. A few areas of minor
components may not have been observed, and consequently they are not
mentioned in the descriptions, especially where the pattern was so complex that it
was impractical to make enough observations to identify all the soils and
miscellaneous areas on the landscape.
The presence of minor components in a map unit in no way diminishes the
usefulness or accuracy of the data. The objective of mapping is not to delineate
pure taxonomic classes but rather to separate the landscape into landforms or
landform segments that have similar use and management requirements. The
delineation of such segments on the map provides sufficient information for the
development of resource plans. If intensive use of small areas is planned, however,
Custom Soil Resource Report
12
onsite investigation is needed to define and locate the soils and miscellaneous
areas.
An identifying symbol precedes the map unit name in the map unit descriptions.
Each description includes general facts about the unit and gives important soil
properties and qualities.
Soils that have profiles that are almost alike make up a soil series. Except for
differences in texture of the surface layer, all the soils of a series have major
horizons that are similar in composition, thickness, and arrangement.
Soils of one series can differ in texture of the surface layer, slope, stoniness,
salinity, degree of erosion, and other characteristics that affect their use. On the
basis of such differences, a soil series is divided into soil phases. Most of the areas
shown on the detailed soil maps are phases of soil series. The name of a soil phase
commonly indicates a feature that affects use or management. For example, Alpha
silt loam, 0 to 2 percent slopes, is a phase of the Alpha series.
Some map units are made up of two or more major soils or miscellaneous areas.
These map units are complexes, associations, or undifferentiated groups.
A complex consists of two or more soils or miscellaneous areas in such an intricate
pattern or in such small areas that they cannot be shown separately on the maps.
The pattern and proportion of the soils or miscellaneous areas are somewhat similar
in all areas. Alpha-Beta complex, 0 to 6 percent slopes, is an example.
An association is made up of two or more geographically associated soils or
miscellaneous areas that are shown as one unit on the maps. Because of present
or anticipated uses of the map units in the survey area, it was not considered
practical or necessary to map the soils or miscellaneous areas separately. The
pattern and relative proportion of the soils or miscellaneous areas are somewhat
similar. Alpha-Beta association, 0 to 2 percent slopes, is an example.
An undifferentiated group is made up of two or more soils or miscellaneous areas
that could be mapped individually but are mapped as one unit because similar
interpretations can be made for use and management. The pattern and proportion
of the soils or miscellaneous areas in a mapped area are not uniform. An area can
be made up of only one of the major soils or miscellaneous areas, or it can be made
up of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example.
Some surveys include miscellaneous areas. Such areas have little or no soil
material and support little or no vegetation. Rock outcrop is an example.
Custom Soil Resource Report
13
Loa-Marysvale Area, Utah, Parts of Piute, Wayne, and Garfield Counties
Sd1—Millmeadow, extremely stony-Woody-Awapa, rubbly association, 3
to 40 percent slopes
Map Unit Setting
National map unit symbol: 2q89c
Elevation: 6,910 to 8,600 feet
Mean annual precipitation: 8 to 12 inches
Mean annual air temperature: 39 to 45 degrees F
Frost-free period: 70 to 100 days
Farmland classification: Not prime farmland
Map Unit Composition
Millmeadow, extremely stony, and similar soils:40 percent
Woody and similar soils:30 percent
Awapa, rubbly, and similar soils:15 percent
Minor components:15 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Millmeadow, Extremely Stony
Setting
Landform:Hills
Landform position (two-dimensional):Backslope, shoulder, summit
Landform position (three-dimensional):Side slope
Down-slope shape:Convex
Across-slope shape:Convex
Parent material:Colluvium and/or slope alluvium derived from andesite, dacite,
basalt and tuff
Typical profile
A - 0 to 8 inches: very gravelly loam
Bt - 8 to 12 inches: very gravelly loam
Bk1 - 12 to 16 inches: very gravelly loam
Bk2 - 16 to 19 inches: extremely cobbly sandy loam
Bkm - 19 to 19 inches: cemented material
R - 19 to 60 inches: bedrock
Properties and qualities
Slope:5 to 25 percent
Surface area covered with cobbles, stones or boulders:5.0 percent
Depth to restrictive feature:10 to 20 inches to petrocalcic; 10 to 20 inches to lithic
bedrock
Drainage class:Well drained
Runoff class: Medium
Capacity of the most limiting layer to transmit water (Ksat):Very low to moderately
low (0.00 to 0.07 in/hr)
Depth to water table:More than 80 inches
Frequency of flooding:None
Frequency of ponding:None
Calcium carbonate, maximum content:50 percent
Gypsum, maximum content:2 percent
Maximum salinity:Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm)
Sodium adsorption ratio, maximum:5.0
Custom Soil Resource Report
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Available water supply, 0 to 60 inches: Very low (about 1.7 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 7s
Hydrologic Soil Group: D
Ecological site: R047XB236UT - Semidesert Shallow Loam (black sagebrush)
Hydric soil rating: No
Description of Woody
Setting
Landform:Hills
Landform position (two-dimensional):Toeslope
Landform position (three-dimensional):Base slope
Down-slope shape:Concave
Across-slope shape:Concave
Parent material:Colluvium and/or slope alluvium derived from andesite, dacite,
basalt and tuff
Typical profile
A1 - 0 to 9 inches: gravelly loam
A2 - 9 to 13 inches: gravelly loam
Bw - 13 to 24 inches: gravelly loam
Bk - 24 to 36 inches: gravelly sandy clay loam
2CBk - 36 to 72 inches: extremely gravelly sandy loam
Properties and qualities
Slope:3 to 12 percent
Depth to restrictive feature:More than 80 inches
Drainage class:Well drained
Runoff class: Medium
Capacity of the most limiting layer to transmit water (Ksat):Moderately high to high
(0.71 to 2.13 in/hr)
Depth to water table:More than 80 inches
Frequency of flooding:None
Frequency of ponding:None
Calcium carbonate, maximum content:15 percent
Gypsum, maximum content:2 percent
Maximum salinity:Nonsaline to slightly saline (0.0 to 4.0 mmhos/cm)
Sodium adsorption ratio, maximum:5.0
Available water supply, 0 to 60 inches: Low (about 5.7 inches)
Interpretive groups
Land capability classification (irrigated): 4e
Land capability classification (nonirrigated): 7c
Hydrologic Soil Group: B
Ecological site: R047XB222UT - Semidesert Loam (Wyoming big sagebrush)
Hydric soil rating: No
Description of Awapa, Rubbly
Setting
Landform:Hills
Landform position (two-dimensional):Backslope
Landform position (three-dimensional):Side slope
Down-slope shape:Convex
Custom Soil Resource Report
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Across-slope shape:Convex
Parent material:Colluvium and/or slope alluvium derived from andesite, dacite,
basalt and tuff
Typical profile
A - 0 to 9 inches: extremely cobbly loam
Bk1 - 9 to 18 inches: very gravelly loam
Bk2 - 18 to 33 inches: extremely gravelly loam
CBk - 33 to 79 inches: extremely gravelly sandy loam
Properties and qualities
Slope:25 to 40 percent
Surface area covered with cobbles, stones or boulders:30.0 percent
Depth to restrictive feature:More than 80 inches
Drainage class:Well drained
Runoff class: High
Capacity of the most limiting layer to transmit water (Ksat):Moderately high to high
(0.71 to 2.13 in/hr)
Depth to water table:More than 80 inches
Frequency of flooding:None
Frequency of ponding:None
Calcium carbonate, maximum content:15 percent
Gypsum, maximum content:2 percent
Maximum salinity:Nonsaline to slightly saline (0.0 to 4.0 mmhos/cm)
Sodium adsorption ratio, maximum:10.0
Available water supply, 0 to 60 inches: Very low (about 2.6 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 7s
Hydrologic Soil Group: B
Ecological site: R047XB252UT - Semidesert Stony Loam (black sagebrush)
Hydric soil rating: No
Minor Components
Rock outcrop
Percent of map unit:10 percent
Landform:Ledges, escarpments, erosion remnants, cliffs
Down-slope shape:Linear, convex
Across-slope shape:Linear, convex
Hydric soil rating: No
Secondledge
Percent of map unit:3 percent
Landform:Hills
Landform position (two-dimensional):Backslope, shoulder, summit
Landform position (three-dimensional):Side slope
Down-slope shape:Convex
Across-slope shape:Convex
Ecological site:R047XB326UT - Upland Shallow Loam (pinyon/Utah juniper)
Hydric soil rating: No
Fluvents
Percent of map unit:2 percent
Landform:Drainageways
Landform position (three-dimensional):Base slope
Custom Soil Resource Report
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Down-slope shape:Linear
Across-slope shape:Concave
Ecological site:R047XB220UT - Semidesert Loam (basin big sagebrush)
Hydric soil rating: No
Custom Soil Resource Report
17
References
American Association of State Highway and Transportation Officials (AASHTO).
2004. Standard specifications for transportation materials and methods of sampling
and testing. 24th edition.
American Society for Testing and Materials (ASTM). 2005. Standard classification of
soils for engineering purposes. ASTM Standard D2487-00.
Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of
wetlands and deep-water habitats of the United States. U.S. Fish and Wildlife
Service FWS/OBS-79/31.
Federal Register. July 13, 1994. Changes in hydric soils of the United States.
Federal Register. September 18, 2002. Hydric soils of the United States.
Hurt, G.W., and L.M. Vasilas, editors. Version 6.0, 2006. Field indicators of hydric
soils in the United States.
National Research Council. 1995. Wetlands: Characteristics and boundaries.
Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service.
U.S. Department of Agriculture Handbook 18. http://www.nrcs.usda.gov/wps/portal/
nrcs/detail/national/soils/?cid=nrcs142p2_054262
Soil Survey Staff. 1999. Soil taxonomy: A basic system of soil classification for
making and interpreting soil surveys. 2nd edition. Natural Resources Conservation
Service, U.S. Department of Agriculture Handbook 436. http://
www.nrcs.usda.gov/wps/portal/nrcs/detail/national/soils/?cid=nrcs142p2_053577
Soil Survey Staff. 2010. Keys to soil taxonomy. 11th edition. U.S. Department of
Agriculture, Natural Resources Conservation Service. http://
www.nrcs.usda.gov/wps/portal/nrcs/detail/national/soils/?cid=nrcs142p2_053580
Tiner, R.W., Jr. 1985. Wetlands of Delaware. U.S. Fish and Wildlife Service and
Delaware Department of Natural Resources and Environmental Control, Wetlands
Section.
United States Army Corps of Engineers, Environmental Laboratory. 1987. Corps of
Engineers wetlands delineation manual. Waterways Experiment Station Technical
Report Y-87-1.
United States Department of Agriculture, Natural Resources Conservation Service.
National forestry manual. http://www.nrcs.usda.gov/wps/portal/nrcs/detail/soils/
home/?cid=nrcs142p2_053374
United States Department of Agriculture, Natural Resources Conservation Service.
National range and pasture handbook. http://www.nrcs.usda.gov/wps/portal/nrcs/
detail/national/landuse/rangepasture/?cid=stelprdb1043084
18
United States Department of Agriculture, Natural Resources Conservation Service.
National soil survey handbook, title 430-VI. http://www.nrcs.usda.gov/wps/portal/
nrcs/detail/soils/scientists/?cid=nrcs142p2_054242
United States Department of Agriculture, Natural Resources Conservation Service.
2006. Land resource regions and major land resource areas of the United States,
the Caribbean, and the Pacific Basin. U.S. Department of Agriculture Handbook
296. http://www.nrcs.usda.gov/wps/portal/nrcs/detail/national/soils/?
cid=nrcs142p2_053624
United States Department of Agriculture, Soil Conservation Service. 1961. Land
capability classification. U.S. Department of Agriculture Handbook 210. http://
www.nrcs.usda.gov/Internet/FSE_DOCUMENTS/nrcs142p2_052290.pdf
Custom Soil Resource Report
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An oicial website
Division ofWater Rights
0 0.1 0.2mi
7/25/24, 1:36 PM Map
https://maps.waterrights.utah.gov/EsriMap/map.asp?layersToAdd=wellsearch 1/1
-----------------------------------------------------------------------------------------------------------------------
HYDROLOGIC EVALUATION OF LANDFILL PERFORMANCE
HELP MODEL VERSION 4.0 BETA (2018)
DEVELOPED BY USEPA NATIONAL RISK MANAGEMENT RESEARCH LABORATORY
-----------------------------------------------------------------------------------------------------------------------
Title: Long Valley Landfill Simulated On: 7/19/2024 11:04
-----------------------------------------------------------------------------------------------------------------------
Layer 1
Type 1 - Vertical Percolation Layer (Cover Soil)
L - Loam
Material Texture Number 8
Thickness =3 inches
Porosity =0.463 vol/vol
Field Capacity =0.232 vol/vol
Wilting Point =0.116 vol/vol
Initial Soil Water Content =0.178 vol/vol
Effective Sat. Hyd. Conductivity =3.70E-04 cm/sec
Layer 2
Type 3 - Barrier Soil Liner
CL - Clay Loam (Moderate)
Material Texture Number 25
Thickness =18 inches
Porosity =0.437 vol/vol
Field Capacity =0.373 vol/vol
Wilting Point =0.266 vol/vol
Initial Soil Water Content =0.437 vol/vol
Effective Sat. Hyd. Conductivity =3.60E-06 cm/sec
Layer 3
Type 1 - Vertical Percolation Layer
L - Loam
Material Texture Number 8
Thickness =6 inches
Porosity =0.463 vol/vol
Field Capacity =0.232 vol/vol
Wilting Point =0.116 vol/vol
Initial Soil Water Content =0.232 vol/vol
Effective Sat. Hyd. Conductivity =3.70E-04 cm/sec
Layer 4
Type 1 - Vertical Percolation Layer
L - Loam
Page 1 of 128
Material Texture Number 8
Thickness =120 inches
Porosity =0.463 vol/vol
Field Capacity =0.232 vol/vol
Wilting Point =0.116 vol/vol
Initial Soil Water Content =0.2618 vol/vol
Effective Sat. Hyd. Conductivity =3.70E-04 cm/sec
Layer 5
Type 1 - Vertical Percolation Layer
L - Loam
Material Texture Number 8
Thickness =12 inches
Porosity =0.463 vol/vol
Field Capacity =0.232 vol/vol
Wilting Point =0.116 vol/vol
Initial Soil Water Content =0.2644 vol/vol
Effective Sat. Hyd. Conductivity =3.70E-04 cm/sec
Layer 6
Type 1 - Vertical Percolation Layer
L - Loam
Material Texture Number 8
Thickness =120 inches
Porosity =0.463 vol/vol
Field Capacity =0.232 vol/vol
Wilting Point =0.116 vol/vol
Initial Soil Water Content =0.2356 vol/vol
Effective Sat. Hyd. Conductivity =3.70E-04 cm/sec
Layer 7
Type 1 - Vertical Percolation Layer
L - Loam
Material Texture Number 8
Thickness =12 inches
Porosity =0.463 vol/vol
Field Capacity =0.232 vol/vol
Wilting Point =0.116 vol/vol
Initial Soil Water Content =0.2356 vol/vol
Effective Sat. Hyd. Conductivity =3.70E-04 cm/sec
Layer 8
Type 1 - Vertical Percolation Layer
L - Loam
Page 2 of 128
Material Texture Number 8
Thickness =120 inches
Porosity =0.463 vol/vol
Field Capacity =0.232 vol/vol
Wilting Point =0.116 vol/vol
Initial Soil Water Content =0.2324 vol/vol
Effective Sat. Hyd. Conductivity =3.70E-04 cm/sec
Layer 9
Type 1 - Vertical Percolation Layer
L - Loam
Material Texture Number 8
Thickness =120 inches
Porosity =0.463 vol/vol
Field Capacity =0.232 vol/vol
Wilting Point =0.116 vol/vol
Initial Soil Water Content =0.232 vol/vol
Effective Sat. Hyd. Conductivity =3.70E-04 cm/sec
Layer 10
Type 1 - Vertical Percolation Layer
L - Loam
Material Texture Number 8
Thickness =120 inches
Porosity =0.463 vol/vol
Field Capacity =0.232 vol/vol
Wilting Point =0.116 vol/vol
Initial Soil Water Content =0.232 vol/vol
Effective Sat. Hyd. Conductivity =3.70E-04 cm/sec
Layer 11
Type 1 - Vertical Percolation Layer
L - Loam
Material Texture Number 8
Thickness =120 inches
Porosity =0.463 vol/vol
Field Capacity =0.232 vol/vol
Wilting Point =0.116 vol/vol
Initial Soil Water Content =0.232 vol/vol
Effective Sat. Hyd. Conductivity =3.70E-04 cm/sec
Layer 12
Type 1 - Vertical Percolation Layer
L - Loam
Page 3 of 128
Material Texture Number 8
Thickness =120 inches
Porosity =0.463 vol/vol
Field Capacity =0.232 vol/vol
Wilting Point =0.116 vol/vol
Initial Soil Water Content =0.2321 vol/vol
Effective Sat. Hyd. Conductivity =3.70E-04 cm/sec
-----------------------------------------------------------------------------------------------------------------------
Note:Initial moisture content of the layers and snow water were
computed as nearly steady-state values by HELP.
General Design and Evaporative Zone Data
SCS Runoff Curve Number =84.3
Fraction of Area Allowing Runoff =100 %
Area projected on a horizontal plane =70 acres
Evaporative Zone Depth =3 inches
Initial Water in Evaporative Zone =0.534 inches
Upper Limit of Evaporative Storage =1.389 inches
Lower Limit of Evaporative Storage =0.348 inches
Initial Snow Water =0 inches
Initial Water in Layer Materials =214.75 inches
Total Initial Water =214.75 inches
Total Subsurface Inflow =0 inches/year
---------------------------------------------------------
Note: SCS Runoff Curve Number was calculated by HELP.
Evapotranspiration and Weather Data
Station Latitude =38.41 Degrees
Maximum Leaf Area Index =3
Start of Growing Season (Julian Date)=138 days
End of Growing Season (Julian Date)=276 days
Average Wind Speed =6 mph
Average 1st Quarter Relative Humidity =65 %
Average 2nd Quarter Relative Humidity =40 %
Average 3rd Quarter Relative Humidity =36 %
Average 4th Quarter Relative Humidity =75 %
---------------------------------------------------------
Note: Evapotranspiration data was obtained for , Utah
Normal Mean Monthly Precipitation (inches)
Jan/Jul Feb/Aug Mar/Sep Apr/Oct May/Nov Jun/Dec
Page 4 of 128
1.2090909 1.3636364 1.4636364 1.2454545 1.4181818 0.3
2.0909091 1.6545455 1.5090909 1.1363636 1.3 1.7272727
---------------------------------------------------------
Note:Precipitation was simulated using NOAA data for the following weather stations:
FISH LAKE UTAH, UT US, HANKSVILLE, UT US, MONTICELLO 24 NW, UT US
Normal Mean Monthly Temperature (Degrees Fahrenheit)
Jan/Jul Feb/Aug Mar/Sep Apr/Oct May/Nov Jun/Dec
23.2 25.5 33.7 40.1 47.4 58.8
63.8 61.7 54.3 42.7 32.8 23.5
---------------------------------------------------------
Note:Temperature was simulated using NOAA data for the following weather stations:
FISH LAKE UTAH, UT US, HANKSVILLE, UT US, MONTICELLO 24 NW, UT US
Solar radiation was simulated based on HELP V4 weather simulation for:
Lat/Long: 38.41/-111.64
Page 5 of 128
Daily Output for Year 1
Column key:Head #1: drainage from Layer 2
Title:Long Valley Landfill
Simulated On:Leak #1: leakage thru Layer 2 Leak #2: leakage thru Layer 12
Day Rain Runoff ET
Evap. Zone
Water Head #1 Drain #1 Leak #1 Head #2 Drain #2 Leak #2
Air Soil (inches)(inches)(inches)(in/in)(inches)(inches)(inches)(inches)(inches)(inches)
1 * * 0.00 0.000 0.000 0.1780 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.60E-04
2 * * 0.10 0.000 0.029 0.1780 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.59E-04
3 * * 0.00 0.000 0.022 0.1780 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.13E-03
4 * * 0.00 0.000 0.017 0.1780 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.38E-03
5 * * 0.00 0.000 0.015 0.1780 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.60E-03
6 * * 0.00 0.000 0.011 0.1780 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.79E-03
7 * * 0.00 0.000 0.006 0.1780 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.83E-03
8 * * 0.00 0.000 0.000 0.1780 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.48E-03
9 * * 0.00 0.000 0.000 0.1780 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.54E-03
10 * * 0.00 0.000 0.000 0.1780 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.40E-03
11 * * 0.00 0.000 0.000 0.1780 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.27E-03
12 * 0.00 0.000 0.000 0.1780 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.14E-03
13 * 0.00 0.000 0.000 0.1780 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.21E-03
14 * 0.00 0.000 0.000 0.1780 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.57E-04
15 * * 0.10 0.000 0.029 0.1780 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.48E-03
16 * 0.00 0.000 0.035 0.1780 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.87E-04
17 * 0.00 0.000 0.036 0.1780 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.67E-04
18 * 0.00 0.000 0.000 0.1780 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
19 * 0.30 0.059 0.007 0.2562 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
20 0.00 0.000 0.036 0.2234 0.1772 0.0000 6.24E-02 0.0000 0.0000 0.00E+00
21 0.00 0.000 0.013 0.1887 0.1858 0.0000 9.12E-02 0.0000 0.0000 1.01E-03
22 0.00 0.000 0.013 0.1845 0.0002 0.0000 1.14E-04 0.0000 0.0000 8.03E-04
23 0.00 0.000 0.013 0.1803 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.21E-03
24 * 0.00 0.000 0.012 0.1762 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.97E-04
25 0.00 0.000 0.012 0.1720 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.08E-03
26 0.00 0.000 0.012 0.1679 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.45E-04
27 0.00 0.000 0.012 0.1639 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.99E-05
7/19/2024 11:05
Freezing Status*
Page 6 of 128
28 0.00 0.000 0.012 0.1599 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.05E-03
29 0.00 0.000 0.012 0.1559 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
30 0.00 0.000 0.012 0.1519 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
31 0.10 0.000 0.018 0.1792 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
32 0.00 0.000 0.012 0.1753 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
33 0.00 0.000 0.012 0.1715 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
34 0.00 0.000 0.012 0.1676 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
35 * 0.10 0.000 0.046 0.1742 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
36 0.00 0.000 0.041 0.1719 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
37 * 0.00 0.000 0.011 0.1682 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
38 * 0.00 0.000 0.011 0.1644 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
39 * 0.00 0.000 0.011 0.1607 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
40 * 0.00 0.000 0.011 0.1570 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
41 0.00 0.000 0.011 0.1533 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
42 0.00 0.000 0.011 0.1497 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.27E-04
43 0.00 0.000 0.011 0.1461 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.93E-04
44 0.00 0.000 0.010 0.1428 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.06E-04
45 0.00 0.000 0.011 0.1393 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.07E-04
46 0.00 0.000 0.011 0.1357 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.14E-03
47 0.00 0.000 0.011 0.1322 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.89E-04
48 0.00 0.000 0.011 0.1287 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.17E-03
49 0.00 0.000 0.010 0.1252 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.09E-03
50 * 0.60 0.000 0.027 0.1317 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.58E-03
51 * 0.00 0.000 0.030 0.1383 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.31E-03
52 * 0.00 0.000 0.023 0.1449 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.31E-04
53 * 0.00 0.000 0.020 0.1514 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.39E-04
54 * 0.00 0.000 0.022 0.1580 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.40E-04
55 * 0.00 0.000 0.023 0.1646 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.62E-04
56 * 0.00 0.000 0.026 0.1711 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
57 * 0.30 0.000 0.026 0.1777 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
58 * 0.00 0.000 0.022 0.1842 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
59 * 0.00 0.000 0.024 0.1908 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
60 * 0.00 0.000 0.023 0.1974 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
61 * * 0.00 0.000 0.023 0.1974 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.80E-04
62 * * 0.00 0.000 0.026 0.1974 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.40E-03
Page 7 of 128
63 * 0.10 0.029 0.000 0.2559 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.15E-03
64 * * 0.00 0.000 0.029 0.2559 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.03E-04
65 * * 0.10 0.000 0.026 0.2559 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.32E-04
66 * * 0.40 0.000 0.028 0.2559 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.07E-03
67 * 0.00 0.000 0.031 0.2559 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
68 * 0.00 0.235 0.000 0.3093 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
69 * 0.00 0.168 0.070 0.3158 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
70 * 0.00 0.000 0.000 0.3158 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
71 * 0.00 0.000 0.000 0.3158 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
72 * 0.00 0.000 0.000 0.3158 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
73 0.00 0.000 0.042 0.2697 0.7065 0.0000 9.66E-02 0.0000 0.0000 0.00E+00
74 0.00 0.000 0.098 0.1945 0.7229 0.0000 1.27E-01 0.0000 0.0000 0.00E+00
75 0.20 0.000 0.109 0.1988 0.1574 0.0000 7.83E-02 0.0000 0.0000 0.00E+00
76 0.20 0.000 0.089 0.2358 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
77 * 0.00 0.000 0.061 0.2156 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
78 * 0.00 0.000 0.051 0.1986 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.61E-04
79 0.00 0.000 0.069 0.1756 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.98E-04
80 0.00 0.000 0.121 0.1353 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.41E-04
81 0.00 0.000 0.058 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.11E-03
82 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.63E-04
83 0.10 0.000 0.063 0.1283 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.37E-03
84 0.00 0.000 0.026 0.1196 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.20E-03
85 0.20 0.000 0.041 0.1728 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.74E-04
86 0.00 0.000 0.042 0.1587 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.13E-03
87 0.10 0.000 0.045 0.1769 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
88 0.00 0.000 0.038 0.1641 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
89 0.00 0.000 0.034 0.1527 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
90 0.00 0.000 0.031 0.1422 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
91 0.00 0.000 0.031 0.1318 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
92 0.00 0.000 0.029 0.1220 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
93 0.30 0.000 0.033 0.2111 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.28E-03
94 0.00 0.000 0.120 0.1712 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.50E-04
95 0.00 0.000 0.028 0.1620 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
96 0.00 0.000 0.026 0.1533 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
97 0.10 0.000 0.029 0.1768 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
Page 8 of 128
98 0.10 0.000 0.029 0.2006 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
99 0.30 0.000 0.028 0.2810 0.0284 0.0000 3.08E-02 0.0000 0.0000 0.00E+00
100 0.00 0.000 0.188 0.1951 0.1002 0.0000 6.95E-02 0.0000 0.0000 0.00E+00
101 0.00 0.000 0.196 0.1298 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
102 0.00 0.000 0.041 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.77E-03
103 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.44E-16
104 0.10 0.000 0.030 0.1395 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
105 0.00 0.000 0.021 0.1325 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
106 0.00 0.000 0.030 0.1225 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
107 0.00 0.000 0.018 0.1167 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.40E-03
108 0.20 0.000 0.022 0.1762 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.04E-04
109 0.00 0.000 0.028 0.1667 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.80E-03
110 0.20 0.000 0.034 0.2219 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.68E-04
111 0.00 0.000 0.029 0.2121 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.98E-03
112 0.00 0.000 0.029 0.2025 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
113 0.20 0.000 0.032 0.2584 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.30E-03
114 0.40 0.000 0.031 0.3499 0.3766 0.0000 9.44E-02 0.0000 0.0000 3.33E-04
115 0.50 0.000 0.123 0.4311 1.6349 0.0000 1.34E-01 0.0000 0.0000 3.06E-04
116 0.10 0.000 0.188 0.3559 2.2439 0.0000 1.38E-01 0.0000 0.0000 0.00E+00
117 0.00 0.000 0.164 0.2571 1.4229 0.0000 1.32E-01 0.0000 0.0000 0.00E+00
118 0.00 0.000 0.156 0.1629 0.6400 0.0000 1.27E-01 0.0000 0.0000 7.29E-04
119 0.00 0.000 0.117 0.1160 0.0544 0.0000 2.32E-02 0.0000 0.0000 1.37E-03
120 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.00E-03
121 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.41E-03
122 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.51E-04
123 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
124 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.08E-04
125 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.82E-04
126 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.70E-03
127 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.47E-03
128 0.30 0.000 0.026 0.2073 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.88E-03
129 0.90 0.032 0.035 0.4630 0.7239 0.0000 6.62E-02 0.0000 0.0000 1.27E-03
130 0.10 0.000 0.221 0.3760 2.6173 0.0000 1.40E-01 0.0000 0.0000 1.48E-03
131 0.20 0.000 0.136 0.3523 1.7835 0.0000 1.35E-01 0.0000 0.0000 2.24E-03
132 0.00 0.000 0.141 0.2617 1.2618 0.0000 1.31E-01 0.0000 0.0000 4.94E-04
Page 9 of 128
133 0.00 0.000 0.215 0.1481 0.5529 0.0000 1.26E-01 0.0000 0.0000 1.58E-03
134 0.00 0.000 0.083 0.1161 0.0402 0.0000 1.34E-02 0.0000 0.0000 7.78E-04
135 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
136 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
137 0.10 0.000 0.029 0.1396 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.42E-05
138 0.80 0.000 0.050 0.3793 0.0561 0.0000 3.10E-02 0.0000 0.0000 6.39E-04
139 0.50 0.000 0.122 0.4597 2.1016 0.0000 1.37E-01 0.0000 0.0000 1.81E-04
140 0.10 0.000 0.139 0.3999 2.6517 0.0000 1.40E-01 0.0000 0.0000 6.30E-04
141 0.00 0.000 0.239 0.2756 1.7388 0.0000 1.34E-01 0.0000 0.0000 3.58E-03
142 0.00 0.000 0.223 0.1588 0.7075 0.0000 1.27E-01 0.0000 0.0000 3.67E-03
143 0.20 0.000 0.211 0.1475 0.0531 0.0000 2.23E-02 0.0000 0.0000 3.27E-03
144 0.00 0.000 0.078 0.1216 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.79E-03
145 0.00 0.000 0.013 0.1174 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.82E-03
146 0.00 0.000 0.003 0.1163 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.36E-03
147 0.00 0.000 0.001 0.1161 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.07E-03
148 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.44E-16
149 0.10 0.000 0.024 0.1415 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.54E-03
150 0.10 0.000 0.022 0.1674 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.77E-03
151 0.00 0.000 0.033 0.1566 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.83E-03
152 0.00 0.000 0.033 0.1456 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.82E-03
153 0.00 0.000 0.034 0.1343 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.00E-03
154 0.00 0.000 0.031 0.1239 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.07E-03
155 0.00 0.000 0.022 0.1167 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.24E-03
156 0.00 0.000 0.002 0.1162 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
157 0.00 0.000 0.001 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
158 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.15E-04
159 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.11E-04
160 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
161 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
162 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.53E-03
163 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.62E-03
164 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.25E-03
165 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.63E-03
166 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.64E-03
167 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.74E-03
Page 10 of 128
168 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.62E-03
169 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.50E-03
170 0.60 0.000 0.025 0.3076 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.35E-03
171 0.00 0.000 0.024 0.2576 0.5408 0.0000 1.26E-01 0.0000 0.0000 3.23E-03
172 0.00 0.000 0.027 0.2095 0.2768 0.0000 1.17E-01 0.0000 0.0000 3.21E-03
173 0.00 0.000 0.024 0.2010 0.0000 0.0000 1.31E-03 0.0000 0.0000 2.83E-03
174 0.00 0.000 0.027 0.1920 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.46E-03
175 0.00 0.000 0.025 0.1836 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.21E-03
176 0.00 0.000 0.031 0.1734 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.93E-03
177 0.00 0.000 0.028 0.1639 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.17E-03
178 0.00 0.000 0.031 0.1537 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.21E-03
179 0.00 0.000 0.030 0.1437 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.81E-03
180 0.00 0.000 0.031 0.1334 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.54E-03
181 0.00 0.000 0.030 0.1234 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.34E-04
182 0.00 0.000 0.022 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
183 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.31E-04
184 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.02E-03
185 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.60E-04
186 0.10 0.000 0.017 0.1437 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.78E-04
187 0.10 0.000 0.033 0.1659 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.45E-04
188 0.00 0.000 0.030 0.1560 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.92E-04
189 0.70 0.000 0.042 0.3649 0.0666 0.0000 3.11E-02 0.0000 0.0000 2.47E-04
190 0.20 0.000 0.220 0.3143 1.3695 0.0000 1.32E-01 0.0000 0.0000 6.64E-04
191 0.00 0.000 0.192 0.2078 0.6986 0.0000 1.27E-01 0.0000 0.0000 9.71E-04
192 0.10 0.000 0.326 0.1222 0.0988 0.0000 3.12E-02 0.0000 0.0000 4.11E-04
193 0.20 0.000 0.109 0.1526 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.67E-03
194 0.10 0.000 0.085 0.1576 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.44E-03
195 0.00 0.000 0.084 0.1298 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.98E-04
196 0.00 0.000 0.031 0.1194 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.20E-03
197 0.00 0.000 0.008 0.1169 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.48E-03
198 0.50 0.000 0.060 0.2637 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.12E-04
199 0.00 0.000 0.158 0.1853 0.0763 0.0000 7.69E-02 0.0000 0.0000 3.12E-04
200 0.20 0.000 0.190 0.1887 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.44E-04
201 0.00 0.000 0.146 0.1401 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.90E-03
202 0.10 0.000 0.144 0.1254 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.88E-03
Page 11 of 128
203 0.00 0.000 0.022 0.1180 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.18E-03
204 0.00 0.000 0.004 0.1165 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.81E-04
205 0.00 0.000 0.001 0.1161 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.77E-04
206 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
207 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
208 0.30 0.000 0.030 0.2058 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
209 0.00 0.000 0.031 0.1954 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
210 0.00 0.000 0.031 0.1850 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.00E-03
211 0.40 0.000 0.036 0.3062 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.52E-03
212 0.40 0.000 0.219 0.3242 0.6822 0.0000 1.27E-01 0.0000 0.0000 0.00E+00
213 0.10 0.000 0.209 0.2452 0.7956 0.0000 1.28E-01 0.0000 0.0000 8.92E-04
214 0.00 0.000 0.239 0.1350 0.2137 0.0000 9.21E-02 0.0000 0.0000 1.06E-03
215 0.30 0.000 0.190 0.1717 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
216 0.10 0.000 0.215 0.1334 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
217 0.10 0.000 0.077 0.1410 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.47E-04
218 0.00 0.000 0.036 0.1289 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.52E-05
219 0.00 0.000 0.030 0.1187 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.56E-04
220 0.00 0.000 0.006 0.1167 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.63E-03
221 0.00 0.000 0.002 0.1162 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.66E-03
222 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.93E-04
223 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.37E-03
224 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.29E-04
225 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.34E-04
226 0.10 0.000 0.032 0.1387 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.67E-03
227 0.00 0.000 0.030 0.1287 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.78E-03
228 0.00 0.000 0.029 0.1191 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.12E-03
229 0.00 0.000 0.007 0.1168 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.38E-04
230 0.00 0.000 0.002 0.1162 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.24E-05
231 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.03E-03
232 0.90 0.000 0.117 0.3772 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
233 0.00 0.000 0.230 0.2568 1.3319 0.0000 1.32E-01 0.0000 0.0000 0.00E+00
234 0.00 0.000 0.235 0.1366 0.5058 0.0000 1.26E-01 0.0000 0.0000 0.00E+00
235 0.00 0.000 0.062 0.1160 0.0042 0.0000 0.00E+00 0.0000 0.0000 1.80E-03
236 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.59E-04
237 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
Page 12 of 128
238 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
239 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
240 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
241 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.67E-03
242 0.20 0.000 0.090 0.1527 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
243 0.00 0.000 0.048 0.1366 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
244 0.00 0.000 0.055 0.1183 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.11E-03
245 0.00 0.000 0.003 0.1171 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.58E-03
246 0.00 0.000 0.003 0.1163 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.59E-03
247 0.00 0.000 0.001 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.72E-04
248 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.42E-03
249 0.10 0.000 0.047 0.1337 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.58E-04
250 0.00 0.000 0.024 0.1255 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.38E-04
251 0.00 0.000 0.022 0.1182 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
252 0.10 0.000 0.052 0.1342 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
253 0.10 0.000 0.099 0.1344 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
254 0.10 0.000 0.101 0.1342 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
255 0.00 0.000 0.030 0.1244 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.08E-04
256 0.00 0.000 0.019 0.1179 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.97E-04
257 0.50 0.000 0.164 0.2299 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.31E-03
258 0.10 0.000 0.137 0.2174 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.84E-03
259 0.30 0.000 0.212 0.2466 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.83E-03
260 0.40 0.000 0.182 0.2883 0.1837 0.0000 9.31E-02 0.0000 0.0000 1.49E-03
261 0.00 0.000 0.164 0.1976 0.2465 0.0000 1.08E-01 0.0000 0.0000 9.64E-04
262 0.00 0.000 0.116 0.1588 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.01E-05
263 0.00 0.000 0.108 0.1229 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
264 0.00 0.000 0.021 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
265 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
266 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.14E-03
267 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.32E-03
268 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.08E-03
269 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.49E-04
270 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
271 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.18E-03
272 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
Page 13 of 128
273 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
274 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
275 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
276 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
277 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.67E-03
278 0.50 0.000 0.029 0.2729 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.96E-04
279 0.40 0.000 0.032 0.3637 0.5710 0.0000 9.57E-02 0.0000 0.0000 1.17E-03
280 0.00 0.000 0.103 0.2854 1.4074 0.0000 1.32E-01 0.0000 0.0000 1.22E-03
281 0.00 0.000 0.109 0.2064 0.8505 0.0000 1.28E-01 0.0000 0.0000 3.95E-04
282 0.00 0.000 0.098 0.1413 0.2216 0.0000 9.73E-02 0.0000 0.0000 0.00E+00
283 0.00 0.000 0.046 0.1260 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.15E-03
284 0.00 0.000 0.030 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
285 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.29E-03
286 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.21E-04
287 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
288 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.84E-04
289 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.35E-04
290 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.42E-03
291 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.19E-05
292 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
293 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
294 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.73E-04
295 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.94E-04
296 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
297 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
298 0.10 0.000 0.017 0.1435 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
299 0.10 0.000 0.023 0.1693 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.02E-03
300 0.00 0.000 0.018 0.1633 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
301 0.00 0.000 0.019 0.1568 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.18E-04
302 * 0.00 0.000 0.018 0.1509 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.06E-03
303 * 0.00 0.000 0.000 0.1509 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
304 * 0.00 0.000 0.018 0.1448 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.17E-04
305 * 0.00 0.000 0.019 0.1384 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.84E-03
306 0.00 0.000 0.019 0.1322 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.14E-03
307 0.00 0.000 0.018 0.1261 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.72E-03
Page 14 of 128
308 0.20 0.000 0.026 0.1842 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.50E-03
309 0.00 0.000 0.018 0.1783 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.10E-03
310 0.10 0.000 0.026 0.2031 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.21E-03
311 0.20 0.000 0.025 0.2538 0.0208 0.0000 2.28E-02 0.0000 0.0000 2.10E-03
312 0.00 0.000 0.017 0.2303 0.0728 0.0000 5.32E-02 0.0000 0.0000 1.97E-03
313 0.00 0.000 0.017 0.2221 0.0047 0.0000 7.85E-03 0.0000 0.0000 1.94E-03
314 0.00 0.000 0.017 0.2163 0.0008 0.0000 6.00E-04 0.0000 0.0000 1.04E-03
315 0.00 0.000 0.016 0.2108 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
316 0.00 0.000 0.016 0.2054 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
317 0.30 0.000 0.024 0.2976 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.74E-03
318 0.00 0.000 0.016 0.2502 0.5574 0.0000 1.26E-01 0.0000 0.0000 2.62E-04
319 0.00 0.000 0.016 0.2178 0.1356 0.0000 8.19E-02 0.0000 0.0000 2.13E-03
320 0.00 0.000 0.015 0.2107 0.0037 0.0000 5.78E-03 0.0000 0.0000 9.30E-04
321 0.00 0.000 0.015 0.2057 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.77E-03
322 0.00 0.000 0.015 0.2007 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.23E-03
323 * 0.00 0.000 0.015 0.1958 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.83E-03
324 0.00 0.000 0.015 0.1909 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.82E-03
325 * 0.10 0.000 0.032 0.1975 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.70E-03
326 0.00 0.000 0.035 0.2020 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.08E-04
327 * 0.00 0.000 0.014 0.1972 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.02E-03
328 0.00 0.000 0.014 0.1924 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.90E-04
329 0.00 0.000 0.014 0.1877 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.19E-04
330 0.00 0.000 0.014 0.1831 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.14E-06
331 0.00 0.000 0.014 0.1785 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.32E-04
332 0.00 0.000 0.014 0.1740 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.41E-03
333 0.00 0.000 0.013 0.1695 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.58E-03
334 * 0.00 0.000 0.013 0.1651 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.68E-03
335 * 0.10 0.000 0.021 0.1716 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.66E-03
336 * 0.10 0.000 0.025 0.1782 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.39E-04
337 0.00 0.000 0.027 0.1847 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.25E-05
338 * 0.00 0.000 0.026 0.1914 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.63E-03
339 * 0.00 0.000 0.021 0.1915 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.35E-03
340 * 0.00 0.000 0.013 0.1871 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.88E-04
341 * 0.00 0.000 0.013 0.1828 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.10E-05
342 * 0.00 0.000 0.013 0.1785 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.91E-04
Page 15 of 128
343 * 0.00 0.000 0.000 0.1785 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.46E-03
344 * 0.00 0.000 0.000 0.1785 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.05E-04
345 * * 0.00 0.000 0.000 0.1785 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
346 * * 0.10 0.000 0.016 0.1785 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.07E-04
347 * * 0.00 0.000 0.016 0.1785 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
348 * * 0.00 0.000 0.017 0.1785 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.84E-03
349 * * 0.00 0.000 0.016 0.1785 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.41E-03
350 * * 0.00 0.000 0.018 0.1785 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.01E-03
351 * * 0.00 0.000 0.016 0.1785 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
352 * * 0.00 0.000 0.000 0.1785 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.54E-04
353 * * 0.00 0.000 0.000 0.1785 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.45E-04
354 * * 0.00 0.000 0.000 0.1785 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.06E-04
355 * * 0.00 0.000 0.000 0.1785 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.46E-04
356 * * 0.00 0.000 0.000 0.1785 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.93E-03
357 * 0.00 0.000 0.000 0.1785 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.39E-03
358 * 0.00 0.000 0.000 0.1785 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.78E-03
359 * 0.00 0.000 0.000 0.1785 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.29E-03
360 * 0.00 0.000 0.000 0.1785 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.19E-03
361 * 0.00 0.000 0.000 0.1785 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.27E-03
362 * 0.00 0.000 0.000 0.1785 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.00E-03
363 * * 0.00 0.000 0.000 0.1785 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.09E-03
364 * * 0.00 0.000 0.000 0.1785 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.09E-03
365 * * 0.00 0.000 0.000 0.1785 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.01E-03
* = Frozen (air or soil)
inches cubic feet percent
Precipitation 18.70 4,751,670.0 100.00
Runoff 0.522 132,698.8 2.79
Evapotranspiration 13.569 3,447,766.7 72.56
Percolation/Leakage through Layer 2 4.607985 1,170,889.1 24.64
Average Head on Top of Layer 2 0.0923 ------
Percolation/Leakage through Layer 12 0.382757 97,258.6 2.05
Annual Totals for Year 1
Page 16 of 128
Change in Water Storage 4.2265 1,073,945.9 22.60
Soil Water at Start of Year 214.7496 #########1148.39
Soil Water at End of Year 218.9760 #########1170.99
Snow Water at Start of Year 0.0000 0.0000 0.00
Snow Water at End of Year 0.0000 0.0000 0.00
Annual Water Budget Balance 0.0000 0.0000 0.00
Page 17 of 128
Daily Output for Year 2
Column key:Head #1: drainage from Layer 2
Title:Long Valley Landfill
Simulated On:Leak #1: leakage thru Layer 2 Leak #2: leakage thru Layer 12
Day Rain Runoff ET
Evap. Zone
Water Head #1 Drain #1 Leak #1 Head #2 Drain #2 Leak #2
Air Soil (inches)(inches)(inches)(in/in)(inches)(inches)(inches)(inches)(inches)(inches)
1 * * 0.00 0.000 0.000 0.1785 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.86E-03
2 * * 0.00 0.000 0.000 0.1785 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.29E-03
3 * * 0.00 0.000 0.000 0.1785 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.34E-03
4 * * 0.00 0.000 0.000 0.1785 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.60E-03
5 * * 0.00 0.000 0.000 0.1785 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.85E-03
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7/19/2024 11:05
Freezing Status*
Page 18 of 128
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Page 19 of 128
63 0.00 0.000 0.106 0.3723 2.5309 0.0000 1.40E-01 0.0000 0.0000 6.07E-04
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Page 20 of 128
98 0.00 0.000 0.001 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.01E-03
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Page 21 of 128
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Page 22 of 128
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Page 23 of 128
203 0.00 0.000 0.010 0.2235 0.0918 0.0000 6.46E-02 0.0000 0.0000 0.00E+00
204 0.50 0.000 0.013 0.3642 0.2977 0.0000 6.49E-02 0.0000 0.0000 0.00E+00
205 0.30 0.000 0.013 0.4152 1.7232 0.0000 1.34E-01 0.0000 0.0000 0.00E+00
206 0.00 0.000 0.009 0.3664 2.1211 0.0000 1.37E-01 0.0000 0.0000 0.00E+00
207 0.00 0.000 0.009 0.3189 1.5637 0.0000 1.33E-01 0.0000 0.0000 0.00E+00
208 0.00 0.000 0.009 0.2728 0.9692 0.0000 1.29E-01 0.0000 0.0000 0.00E+00
209 0.50 0.000 0.013 0.3926 0.7919 0.0000 1.28E-01 0.0000 0.0000 0.00E+00
210 0.50 0.000 0.178 0.4539 2.2059 0.0000 1.37E-01 0.0000 0.0000 0.00E+00
211 0.10 0.000 0.310 0.3377 2.3952 0.0000 1.39E-01 0.0000 0.0000 0.00E+00
212 0.70 0.005 0.184 0.4630 1.8668 0.0000 1.35E-01 0.0000 0.0000 0.00E+00
213 0.20 0.021 0.192 0.4115 2.7477 0.0000 1.41E-01 0.0000 0.0000 0.00E+00
214 0.00 0.000 0.186 0.3044 1.8961 0.0000 1.35E-01 0.0000 0.0000 0.00E+00
215 0.00 0.000 0.175 0.2030 0.9953 0.0000 1.29E-01 0.0000 0.0000 1.16E-03
216 0.00 0.000 0.182 0.1215 0.1936 0.0000 6.25E-02 0.0000 0.0000 3.38E-04
217 0.00 0.000 0.016 0.1161 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.00E-03
218 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.00E-03
219 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
220 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
221 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
222 0.30 0.000 0.037 0.2036 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
223 0.10 0.000 0.044 0.2223 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
224 0.00 0.000 0.040 0.2091 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
225 0.20 0.000 0.042 0.2618 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.53E-03
226 0.40 0.000 0.039 0.3405 0.3327 0.0000 1.25E-01 0.0000 0.0000 1.48E-03
227 0.00 0.000 0.188 0.2349 0.9711 0.0000 1.29E-01 0.0000 0.0000 1.89E-03
228 0.00 0.000 0.247 0.1290 0.2772 0.0000 7.08E-02 0.0000 0.0000 4.49E-05
229 0.00 0.000 0.039 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
230 0.10 0.000 0.037 0.1371 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.82E-04
231 0.00 0.000 0.027 0.1282 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.80E-04
232 0.00 0.000 0.031 0.1179 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.83E-04
233 0.00 0.000 0.004 0.1165 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
234 0.00 0.000 0.001 0.1161 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.18E-03
235 0.20 0.000 0.020 0.1760 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
236 0.20 0.000 0.033 0.2316 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.20E-04
237 0.00 0.000 0.034 0.2193 0.0029 0.0000 3.29E-03 0.0000 0.0000 1.98E-03
Page 24 of 128
238 0.00 0.000 0.035 0.2048 0.0046 0.0000 8.37E-03 0.0000 0.0000 8.44E-04
239 0.00 0.000 0.034 0.1929 0.0016 0.0000 2.02E-03 0.0000 0.0000 2.05E-03
240 0.00 0.000 0.031 0.1825 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.61E-04
241 0.00 0.000 0.030 0.1726 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.77E-04
242 0.00 0.000 0.031 0.1622 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
243 0.00 0.000 0.030 0.1521 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.91E-03
244 0.10 0.000 0.031 0.1751 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.92E-04
245 0.00 0.000 0.027 0.1659 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.58E-03
246 0.00 0.000 0.029 0.1564 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.88E-03
247 0.00 0.000 0.026 0.1476 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.19E-03
248 0.00 0.000 0.026 0.1389 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.24E-03
249 0.00 0.000 0.027 0.1299 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.14E-04
250 0.00 0.000 0.026 0.1212 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.07E-03
251 0.10 0.000 0.030 0.1446 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.29E-04
252 0.00 0.000 0.017 0.1388 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.31E-04
253 0.00 0.000 0.023 0.1313 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.60E-04
254 0.00 0.000 0.020 0.1245 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.08E-04
255 0.60 0.000 0.025 0.3160 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.97E-03
256 0.10 0.000 0.194 0.2420 0.7810 0.0000 1.28E-01 0.0000 0.0000 7.19E-04
257 0.00 0.000 0.027 0.1913 0.4704 0.0000 1.26E-01 0.0000 0.0000 1.06E-03
258 0.00 0.000 0.026 0.1721 0.0323 0.0000 3.11E-02 0.0000 0.0000 0.00E+00
259 0.00 0.000 0.024 0.1642 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
260 0.00 0.000 0.024 0.1560 0.0005 0.0000 9.70E-04 0.0000 0.0000 1.49E-03
261 0.00 0.000 0.024 0.1480 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.20E-03
262 0.00 0.000 0.027 0.1389 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.72E-04
263 0.00 0.000 0.026 0.1304 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.38E-03
264 0.00 0.000 0.024 0.1224 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.10E-03
265 0.00 0.000 0.019 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.19E-03
266 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.52E-03
267 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.21E-03
268 0.30 0.000 0.020 0.2093 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.54E-04
269 0.00 0.000 0.138 0.1634 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.73E-03
270 0.00 0.000 0.026 0.1549 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.04E-03
271 0.10 0.000 0.028 0.1790 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.51E-04
272 0.00 0.000 0.026 0.1704 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.47E-03
Page 25 of 128
273 0.00 0.000 0.023 0.1629 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.04E-04
274 0.00 0.000 0.024 0.1549 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
275 0.00 0.000 0.022 0.1476 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
276 0.00 0.000 0.018 0.1417 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
277 0.00 0.000 0.012 0.1375 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
278 0.00 0.000 0.014 0.1330 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.06E-04
279 0.00 0.000 0.013 0.1285 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.26E-04
280 0.00 0.000 0.013 0.1240 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.13E-03
281 0.00 0.000 0.013 0.1196 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.06E-03
282 0.00 0.000 0.011 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.18E-03
283 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.54E-04
284 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.56E-03
285 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.92E-04
286 1.00 0.000 0.015 0.4331 0.3663 0.0000 3.31E-02 0.0000 0.0000 1.00E-03
287 0.00 0.000 0.121 0.3467 2.2651 0.0000 1.38E-01 0.0000 0.0000 2.44E-04
288 0.00 0.000 0.122 0.2619 1.4340 0.0000 1.32E-01 0.0000 0.0000 0.00E+00
289 0.00 0.000 0.057 0.2004 0.7539 0.0000 1.28E-01 0.0000 0.0000 0.00E+00
290 0.00 0.000 0.052 0.1534 0.1868 0.0000 8.90E-02 0.0000 0.0000 0.00E+00
291 0.00 0.000 0.051 0.1364 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.29E-04
292 0.00 0.000 0.045 0.1213 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.82E-04
293 0.00 0.000 0.016 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
294 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
295 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.33E-04
296 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.71E-03
297 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
298 0.10 0.000 0.019 0.1431 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
299 0.00 0.000 0.028 0.1339 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
300 0.00 0.000 0.027 0.1248 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
301 0.00 0.000 0.023 0.1171 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
302 0.00 0.000 0.002 0.1163 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
303 0.00 0.000 0.001 0.1161 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
304 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.01E-03
305 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.14E-03
306 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.43E-04
307 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
Page 26 of 128
308 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
309 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
310 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
311 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
312 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
313 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
314 0.30 0.000 0.019 0.2096 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
315 0.00 0.000 0.021 0.2026 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
316 0.00 0.000 0.022 0.1951 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
317 0.00 0.000 0.022 0.1879 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
318 0.00 0.000 0.021 0.1808 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
319 0.00 0.000 0.021 0.1739 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
320 0.00 0.000 0.020 0.1671 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
321 0.10 0.000 0.023 0.1928 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
322 0.00 0.000 0.019 0.1864 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
323 0.00 0.000 0.019 0.1801 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
324 0.00 0.000 0.019 0.1739 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
325 0.00 0.000 0.018 0.1678 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
326 0.00 0.000 0.018 0.1619 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
327 * 0.00 0.000 0.018 0.1560 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
328 * 0.00 0.000 0.017 0.1502 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
329 * 0.00 0.000 0.017 0.1446 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
330 * 0.00 0.000 0.017 0.1390 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
331 0.00 0.000 0.016 0.1335 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
332 0.00 0.000 0.016 0.1281 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
333 * 0.00 0.000 0.016 0.1228 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
334 * 0.00 0.000 0.016 0.1176 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
335 * 0.00 0.000 0.005 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
336 * 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
337 * 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
338 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
339 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
340 * 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
341 * 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
342 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
Page 27 of 128
343 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
344 * 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
345 * 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
346 * 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
347 * 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
348 * * 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
349 * * 0.10 0.000 0.018 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
350 * * 0.00 0.000 0.018 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
351 * * 0.00 0.000 0.019 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
352 * * 0.00 0.000 0.015 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
353 * * 0.10 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
354 * * 0.00 0.000 0.016 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
355 * * 0.00 0.000 0.018 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
356 * * 0.00 0.000 0.022 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
357 * * 0.00 0.000 0.022 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.98E-04
358 * * 0.00 0.000 0.021 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.50E-03
359 * * 0.30 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.44E-16
360 * * 0.10 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.03E-03
361 * * 0.10 0.000 0.016 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
362 * * 0.60 0.000 0.016 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
363 * * 0.00 0.000 0.019 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
364 * 0.00 0.000 0.020 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
365 * * 0.00 0.000 0.013 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
* = Frozen (air or soil)
inches cubic feet percent
Precipitation 14.70 3,735,270.0 100.00
Runoff 0.370 93,994.2 2.52
Evapotranspiration 8.089 2,055,533.8 55.03
Percolation/Leakage through Layer 2 5.381014 1,367,315.6 36.61
Average Head on Top of Layer 2 0.1200 ------
Percolation/Leakage through Layer 12 0.241961 61,482.2 1.65
Annual Totals for Year 2
Page 28 of 128
Change in Water Storage 5.9987 1,524,259.9 40.81
Soil Water at Start of Year 218.9760 #########1489.63
Soil Water at End of Year 223.9277 #########1523.32
Snow Water at Start of Year 0.0000 0.0000 0.00
Snow Water at End of Year 1.0470 266,038.7 7.12
Annual Water Budget Balance 0.0000 0.0000 0.00
Page 29 of 128
Daily Output for Year 3
Column key:Head #1: drainage from Layer 2
Title:Long Valley Landfill
Simulated On:Leak #1: leakage thru Layer 2 Leak #2: leakage thru Layer 12
Day Rain Runoff ET
Evap. Zone
Water Head #1 Drain #1 Leak #1 Head #2 Drain #2 Leak #2
Air Soil (inches)(inches)(inches)(in/in)(inches)(inches)(inches)(inches)(inches)(inches)
1 * * 0.00 0.000 0.015 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
2 * * 0.00 0.000 0.013 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
3 * * 0.00 0.000 0.014 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
4 * * 0.00 0.000 0.021 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
5 * * 0.00 0.000 0.013 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
6 * * 0.00 0.000 0.014 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
7 * * 0.00 0.000 0.011 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
8 * * 0.00 0.000 0.010 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
9 * * 0.00 0.000 0.018 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
10 * * 0.50 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.22E-03
11 * * 0.00 0.000 0.015 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.21E-03
12 * * 0.00 0.000 0.017 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.31E-03
13 * * 0.00 0.000 0.018 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.22E-04
14 * * 0.00 0.000 0.017 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
15 * * 0.10 0.000 0.014 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
16 * * 0.00 0.000 0.020 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
17 * * 0.00 0.000 0.020 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
18 * * 0.00 0.000 0.017 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
19 * * 0.00 0.000 0.023 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
20 * * 0.00 0.000 0.020 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
21 * * 0.00 0.000 0.014 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
22 * * 0.00 0.000 0.021 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
23 * * 0.00 0.000 0.014 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
24 * * 0.10 0.000 0.016 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.70E-04
25 * * 0.10 0.000 0.015 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.86E-04
26 * * 0.30 0.000 0.015 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.91E-04
27 * * 0.30 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.96E-03
7/19/2024 11:05
Freezing Status*
Page 30 of 128
28 * * 0.00 0.000 0.015 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.78E-04
29 * * 0.50 0.000 0.015 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.21E-03
30 * * 0.00 0.000 0.013 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.60E-04
31 * * 0.00 0.000 0.019 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
32 * * 0.00 0.000 0.015 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
33 * * 0.00 0.000 0.017 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
34 * * 0.00 0.000 0.018 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
35 * * 0.00 0.000 0.024 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
36 * * 0.00 0.000 0.019 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
37 * * 0.00 0.000 0.021 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
38 * * 0.00 0.000 0.019 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
39 * * 0.00 0.000 0.019 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
40 * * 0.20 0.000 0.014 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
41 * * 0.00 0.000 0.015 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
42 * * 0.10 0.000 0.012 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
43 * * 0.00 0.000 0.013 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
44 * * 0.00 0.000 0.019 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
45 * * 0.00 0.000 0.020 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
46 * * 0.00 0.000 0.023 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
47 * * 0.00 0.000 0.024 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
48 * * 0.00 0.000 0.025 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
49 * * 0.00 0.000 0.018 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
50 * * 0.00 0.000 0.021 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
51 * * 0.10 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
52 * * 0.20 0.000 0.015 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
53 * * 0.00 0.000 0.013 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
54 * * 0.40 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.94E-03
55 * * 0.20 0.000 0.014 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.52E-04
56 * * 0.00 0.000 0.017 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
57 * * 0.20 0.000 0.013 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
58 * * 0.00 0.000 0.014 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.94E-03
59 * * 0.00 0.000 0.017 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.02E-04
60 * * 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.24E-03
61 * 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.07E-03
62 * 0.30 0.643 0.000 0.2591 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.65E-04
Page 31 of 128
63 * * 0.00 0.000 0.016 0.2674 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.25E-04
64 * * 0.00 0.000 0.024 0.2674 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.46E-03
65 * 0.00 0.012 0.029 0.2770 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.40E-03
66 * 0.00 0.005 0.028 0.2817 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.18E-03
67 * * 0.30 0.000 0.030 0.2817 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.44E-16
68 * * 0.40 0.000 0.025 0.2817 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
69 * * 0.00 0.000 0.022 0.2817 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
70 * * 0.00 0.000 0.025 0.2817 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
71 * * 0.00 0.000 0.032 0.2817 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
72 * 0.00 0.064 0.020 0.3001 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
73 * 0.00 0.688 0.000 0.3325 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
74 * 0.00 0.772 0.000 0.3556 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
75 * 0.00 0.266 0.000 0.3711 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
76 * 0.00 0.011 0.034 0.3711 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.68E-03
77 * * 0.00 0.000 0.033 0.3711 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.00E-03
78 * 0.00 0.099 0.021 0.3758 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.47E-04
79 * 0.00 0.163 0.012 0.3833 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.01E-03
80 * * 0.10 0.000 0.032 0.3833 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.44E-16
81 * * 0.00 0.000 0.030 0.3833 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
82 * * 0.00 0.000 0.020 0.3833 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
83 * * 0.00 0.000 0.028 0.3833 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
84 * * 0.00 0.000 0.030 0.3833 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
85 * 0.00 0.195 0.006 0.3916 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
86 * 0.00 0.216 0.067 0.3916 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
87 * 0.00 0.000 0.000 0.3916 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
88 * 0.00 0.000 0.000 0.3916 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
89 * 0.00 0.000 0.000 0.3916 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
90 0.00 0.000 0.051 0.3407 1.5224 0.0000 1.02E-01 0.0000 0.0000 0.00E+00
91 0.10 0.000 0.058 0.3105 1.4345 0.0000 1.32E-01 0.0000 0.0000 0.00E+00
92 0.00 0.000 0.128 0.2253 0.8001 0.0000 1.28E-01 0.0000 0.0000 0.00E+00
93 0.00 0.000 0.122 0.1546 0.1925 0.0000 9.05E-02 0.0000 0.0000 8.72E-04
94 0.00 0.000 0.103 0.1203 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.96E-04
95 0.00 0.000 0.013 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
96 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
97 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
Page 32 of 128
98 0.40 0.000 0.033 0.2385 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
99 * 0.10 0.000 0.080 0.2335 0.0075 0.0000 3.47E-02 0.0000 0.0000 1.94E-03
100 * 0.00 0.000 0.041 0.2169 0.0053 0.0000 9.56E-03 0.0000 0.0000 1.98E-03
101 0.10 0.000 0.040 0.2362 0.0011 0.0000 2.70E-03 0.0000 0.0000 9.40E-04
102 0.00 0.000 0.034 0.2224 0.0034 0.0000 6.99E-03 0.0000 0.0000 1.64E-03
103 0.00 0.000 0.032 0.2076 0.0075 0.0000 1.23E-02 0.0000 0.0000 3.44E-04
104 0.00 0.000 0.030 0.1964 0.0019 0.0000 3.13E-03 0.0000 0.0000 9.21E-04
105 0.10 0.000 0.032 0.2192 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.04E-03
106 * 0.30 0.000 0.056 0.2257 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.66E-04
107 * 0.20 0.000 0.044 0.2323 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.37E-03
108 * 0.00 0.000 0.050 0.2389 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.84E-05
109 * 0.00 0.000 0.054 0.2449 0.0016 0.0000 1.51E-03 0.0000 0.0000 0.00E+00
110 0.10 0.000 0.000 0.3179 0.2963 0.0000 9.39E-02 0.0000 0.0000 1.32E-03
111 0.00 0.000 0.092 0.2462 0.7741 0.0000 1.28E-01 0.0000 0.0000 2.58E-04
112 0.00 0.000 0.163 0.1529 0.3059 0.0000 1.17E-01 0.0000 0.0000 0.00E+00
113 * 0.00 0.000 0.049 0.1316 0.0000 0.0000 1.51E-02 0.0000 0.0000 0.00E+00
114 0.00 0.000 0.047 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
115 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
116 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
117 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
118 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.50E-03
119 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.84E-04
120 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.38E-04
121 * 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
122 * 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.84E-03
123 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.22E-03
124 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
125 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
126 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.30E-04
127 0.30 0.000 0.020 0.2092 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.44E-03
128 0.00 0.000 0.023 0.2014 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.76E-03
129 0.00 0.000 0.025 0.1932 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.46E-03
130 0.00 0.000 0.024 0.1853 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.79E-03
131 0.00 0.000 0.023 0.1776 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.98E-03
132 0.00 0.000 0.022 0.1701 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.00E-03
Page 33 of 128
133 0.00 0.000 0.022 0.1628 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.88E-03
134 0.00 0.000 0.021 0.1558 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.67E-03
135 0.00 0.000 0.021 0.1489 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.62E-03
136 0.00 0.000 0.020 0.1421 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.56E-03
137 0.10 0.000 0.022 0.1680 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.20E-03
138 0.10 0.000 0.022 0.1941 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.93E-03
139 0.20 0.000 0.021 0.2536 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.92E-03
140 0.00 0.000 0.019 0.2358 0.0331 0.0000 3.50E-02 0.0000 0.0000 2.53E-03
141 0.00 0.000 0.018 0.2260 0.0058 0.0000 1.10E-02 0.0000 0.0000 2.29E-03
142 0.00 0.000 0.018 0.2178 0.0033 0.0000 6.96E-03 0.0000 0.0000 2.19E-03
143 0.00 0.000 0.018 0.2111 0.0015 0.0000 2.15E-03 0.0000 0.0000 2.51E-03
144 0.00 0.000 0.018 0.2053 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.39E-03
145 0.00 0.000 0.017 0.1994 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.80E-03
146 0.00 0.000 0.017 0.1936 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.13E-03
147 0.00 0.000 0.017 0.1878 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.29E-04
148 0.10 0.000 0.020 0.2145 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.73E-04
149 0.00 0.000 0.017 0.2088 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.81E-04
150 0.00 0.000 0.017 0.2032 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.61E-05
151 0.00 0.000 0.017 0.1976 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.84E-04
152 0.00 0.000 0.016 0.1921 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.48E-04
153 0.00 0.000 0.017 0.1865 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.22E-03
154 0.00 0.000 0.017 0.1809 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.37E-03
155 0.00 0.000 0.017 0.1754 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.31E-04
156 0.00 0.000 0.017 0.1696 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.06E-03
157 0.00 0.000 0.017 0.1641 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.17E-03
158 0.00 0.000 0.018 0.1580 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.92E-03
159 0.00 0.000 0.018 0.1522 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.46E-03
160 0.00 0.000 0.020 0.1456 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.96E-04
161 0.00 0.000 0.020 0.1388 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.12E-03
162 0.00 0.000 0.020 0.1322 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.54E-03
163 0.00 0.000 0.022 0.1249 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.84E-04
164 0.00 0.000 0.021 0.1178 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.82E-04
165 0.00 0.000 0.005 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.80E-04
166 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.51E-04
167 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.75E-03
Page 34 of 128
168 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.15E-03
169 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.24E-04
170 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.69E-04
171 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.60E-04
172 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.07E-03
173 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.86E-03
174 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.29E-03
175 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.69E-03
176 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.30E-04
177 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.96E-05
178 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.31E-04
179 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.06E-04
180 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.19E-03
181 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.04E-03
182 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.85E-03
183 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.36E-03
184 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.54E-04
185 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.12E-04
186 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.92E-04
187 0.10 0.000 0.010 0.1459 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.26E-04
188 0.00 0.000 0.015 0.1408 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.00E-04
189 0.00 0.000 0.015 0.1357 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.83E-03
190 0.00 0.000 0.017 0.1300 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.22E-03
191 0.00 0.000 0.016 0.1246 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.13E-03
192 0.00 0.000 0.020 0.1179 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.04E-03
193 0.10 0.000 0.018 0.1454 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.81E-04
194 0.00 0.000 0.014 0.1406 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.94E-04
195 0.00 0.000 0.017 0.1349 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.76E-04
196 0.40 0.000 0.027 0.2591 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.59E-04
197 0.00 0.000 0.030 0.2227 0.0739 0.0000 7.92E-02 0.0000 0.0000 4.40E-04
198 2.70 1.808 0.038 0.4630 1.6000 0.0000 1.33E-01 0.0000 0.0000 2.12E-03
199 0.10 0.096 0.156 0.3657 2.5475 0.0000 1.40E-01 0.0000 0.0000 4.32E-03
200 0.20 0.000 0.156 0.3360 1.5980 0.0000 1.33E-01 0.0000 0.0000 4.24E-03
201 0.00 0.000 0.231 0.2156 1.1010 0.0000 1.30E-01 0.0000 0.0000 4.15E-03
202 0.00 0.000 0.232 0.1174 0.2401 0.0000 6.28E-02 0.0000 0.0000 4.07E-03
Page 35 of 128
203 0.00 0.000 0.004 0.1161 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.99E-03
204 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.59E-03
205 0.80 0.000 0.141 0.3358 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
206 0.00 0.000 0.168 0.2369 0.9267 0.0000 1.29E-01 0.0000 0.0000 0.00E+00
207 0.00 0.000 0.236 0.1292 0.3301 0.0000 8.72E-02 0.0000 0.0000 0.00E+00
208 0.20 0.000 0.149 0.1463 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
209 0.30 0.000 0.166 0.1909 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
210 0.00 0.000 0.149 0.1411 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
211 0.00 0.000 0.068 0.1185 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
212 0.00 0.000 0.007 0.1162 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
213 0.00 0.000 0.001 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
214 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
215 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
216 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
217 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
218 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
219 0.50 0.000 0.074 0.2578 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
220 0.00 0.000 0.077 0.2113 0.1552 0.0000 6.23E-02 0.0000 0.0000 0.00E+00
221 0.00 0.000 0.069 0.1655 0.1190 0.0000 6.79E-02 0.0000 0.0000 0.00E+00
222 0.20 0.000 0.077 0.2066 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
223 0.00 0.000 0.094 0.1753 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
224 0.10 0.000 0.079 0.1822 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
225 0.00 0.000 0.136 0.1368 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
226 0.00 0.000 0.039 0.1239 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
227 0.00 0.000 0.023 0.1161 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
228 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
229 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
230 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.52E-04
231 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.38E-04
232 0.20 0.000 0.038 0.1700 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.07E-03
233 0.00 0.000 0.071 0.1465 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
234 0.00 0.000 0.064 0.1250 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.23E-03
235 0.50 0.000 0.103 0.2572 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.24E-03
236 0.10 0.000 0.127 0.2276 0.1180 0.0000 6.20E-02 0.0000 0.0000 9.06E-04
237 0.10 0.000 0.128 0.2053 0.0416 0.0000 3.89E-02 0.0000 0.0000 6.45E-05
Page 36 of 128
238 0.70 0.000 0.208 0.3587 0.1877 0.0000 3.19E-02 0.0000 0.0000 1.14E-03
239 0.10 0.000 0.212 0.2777 1.2964 0.0000 1.31E-01 0.0000 0.0000 9.61E-04
240 0.00 0.000 0.171 0.1786 0.6351 0.0000 1.27E-01 0.0000 0.0000 1.78E-05
241 0.00 0.000 0.140 0.1214 0.0618 0.0000 3.10E-02 0.0000 0.0000 0.00E+00
242 0.00 0.000 0.016 0.1162 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.03E-03
243 0.20 0.000 0.071 0.1592 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.40E-03
244 0.30 0.000 0.147 0.2102 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.21E-03
245 0.00 0.000 0.188 0.1477 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.22E-03
246 0.00 0.000 0.086 0.1190 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.78E-04
247 0.20 0.000 0.086 0.1570 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.66E-03
248 0.10 0.000 0.121 0.1500 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.67E-04
249 0.00 0.000 0.077 0.1243 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.12E-03
250 0.00 0.000 0.020 0.1177 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.07E-03
251 0.50 0.000 0.159 0.2312 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.83E-04
252 0.10 0.000 0.166 0.2092 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.05E-04
253 0.40 0.000 0.182 0.2818 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.01E-04
254 0.40 0.000 0.138 0.3272 0.5418 0.0000 1.26E-01 0.0000 0.0000 0.00E+00
255 0.00 0.000 0.180 0.2249 0.6828 0.0000 1.27E-01 0.0000 0.0000 8.96E-04
256 0.00 0.000 0.176 0.1457 0.1334 0.0000 6.21E-02 0.0000 0.0000 1.47E-04
257 0.20 0.000 0.161 0.1586 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.72E-03
258 0.00 0.000 0.099 0.1254 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
259 0.00 0.000 0.021 0.1184 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.83E-03
260 0.00 0.000 0.005 0.1166 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.50E-04
261 0.00 0.000 0.001 0.1161 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
262 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
263 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
264 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.86E-04
265 0.10 0.000 0.054 0.1314 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.84E-04
266 0.00 0.000 0.029 0.1219 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.78E-04
267 0.00 0.000 0.013 0.1175 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
268 0.00 0.000 0.003 0.1164 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
269 0.00 0.000 0.001 0.1161 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
270 * 0.10 0.000 0.093 0.1185 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
271 0.00 0.000 0.005 0.1169 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
272 0.00 0.000 0.002 0.1163 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
Page 37 of 128
273 0.00 0.000 0.001 0.1161 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
274 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
275 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
276 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
277 * 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
278 * 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
279 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
280 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.06E-03
281 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.05E-04
282 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.43E-03
283 0.40 0.000 0.024 0.2412 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.66E-03
284 0.00 0.000 0.018 0.2235 0.0215 0.0000 3.45E-02 0.0000 0.0000 4.85E-04
285 0.00 0.000 0.020 0.2120 0.0089 0.0000 1.48E-02 0.0000 0.0000 1.88E-03
286 0.10 0.000 0.030 0.2335 0.0038 0.0000 5.75E-03 0.0000 0.0000 1.01E-03
287 * 0.00 0.000 0.019 0.2271 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.38E-04
288 * 0.00 0.000 0.019 0.2173 0.0055 0.0000 1.08E-02 0.0000 0.0000 0.00E+00
289 * 0.00 0.000 0.018 0.2086 0.0050 0.0000 8.07E-03 0.0000 0.0000 1.17E-03
290 0.00 0.000 0.018 0.2025 0.0006 0.0000 4.13E-04 0.0000 0.0000 3.24E-04
291 0.00 0.000 0.018 0.1966 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.94E-03
292 0.00 0.000 0.017 0.1909 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.40E-03
293 0.00 0.000 0.017 0.1852 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.64E-03
294 0.00 0.000 0.017 0.1796 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.97E-03
295 0.00 0.000 0.016 0.1742 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.63E-03
296 0.00 0.000 0.016 0.1688 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.75E-03
297 0.00 0.000 0.016 0.1634 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.97E-04
298 0.00 0.000 0.016 0.1582 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
299 0.00 0.000 0.016 0.1530 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
300 0.00 0.000 0.015 0.1479 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.31E-03
301 1.00 0.000 0.025 0.4618 0.4080 0.0000 3.34E-02 0.0000 0.0000 2.01E-03
302 * 0.00 0.000 0.021 0.4079 2.7215 0.0000 1.41E-01 0.0000 0.0000 9.97E-07
303 * 0.00 0.000 0.039 0.3496 2.0407 0.0000 1.36E-01 0.0000 0.0000 1.16E-03
304 * 0.00 0.000 0.022 0.2982 1.4065 0.0000 1.32E-01 0.0000 0.0000 8.29E-04
305 0.00 0.000 0.045 0.2407 0.7949 0.0000 1.28E-01 0.0000 0.0000 2.82E-04
306 0.00 0.000 0.025 0.1985 0.2152 0.0000 1.02E-01 0.0000 0.0000 0.00E+00
307 0.00 0.000 0.042 0.1842 0.0000 0.0000 5.32E-04 0.0000 0.0000 1.10E-03
Page 38 of 128
308 * 0.10 0.000 0.019 0.1908 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.48E-04
309 * 0.00 0.000 0.028 0.1974 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.25E-03
310 * 0.00 0.000 0.040 0.1885 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
311 0.00 0.000 0.039 0.1754 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.01E-03
312 0.00 0.000 0.025 0.1671 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.06E-03
313 0.00 0.000 0.043 0.1529 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.01E-04
314 0.00 0.000 0.025 0.1444 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.03E-03
315 0.00 0.000 0.045 0.1294 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.63E-04
316 0.00 0.000 0.040 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.41E-03
317 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.13E-03
318 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.72E-03
319 * 0.20 0.000 0.026 0.1226 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.74E-03
320 * 0.00 0.000 0.030 0.1291 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.91E-04
321 0.00 0.000 0.034 0.1357 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.27E-03
322 0.00 0.000 0.026 0.1441 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
323 0.00 0.000 0.023 0.1364 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
324 * 0.10 0.000 0.031 0.1429 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
325 0.30 0.000 0.000 0.2595 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
326 * 0.00 0.000 0.028 0.2270 0.0400 0.0000 6.93E-02 0.0000 0.0000 8.42E-04
327 * 0.30 0.000 0.019 0.2295 0.0043 0.0000 1.23E-02 0.0000 0.0000 1.15E-03
328 * 0.00 0.000 0.018 0.2328 0.0054 0.0000 9.86E-03 0.0000 0.0000 6.91E-04
329 * 0.00 0.000 0.016 0.2373 0.0035 0.0000 5.94E-03 0.0000 0.0000 6.59E-04
330 * * 0.00 0.000 0.021 0.2373 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.24E-04
331 * * 0.00 0.000 0.024 0.2373 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.68E-03
332 * * 0.00 0.000 0.028 0.2373 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.59E-03
333 * * 0.10 0.000 0.018 0.2373 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.82E-03
334 * * 0.00 0.000 0.018 0.2373 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.12E-03
335 * * 0.00 0.000 0.024 0.2373 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.05E-03
336 * 0.00 0.013 0.012 0.2809 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.73E-03
337 * * 0.30 0.000 0.017 0.2809 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.94E-04
338 * * 0.00 0.000 0.007 0.2809 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.66E-04
339 * * 0.00 0.000 0.006 0.2809 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.02E-03
340 * * 0.00 0.000 0.007 0.2809 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.17E-03
341 * * 0.40 0.000 0.000 0.2809 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.68E-04
342 * * 0.00 0.000 0.006 0.2809 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.06E-03
Page 39 of 128
343 * * 0.00 0.000 0.007 0.2809 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.58E-04
344 * * 0.00 0.000 0.011 0.2809 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.36E-03
345 * * 0.00 0.000 0.000 0.2809 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.73E-03
346 * * 0.00 0.000 0.000 0.2809 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.78E-04
347 * * 0.00 0.000 0.013 0.2809 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.60E-04
348 * * 0.00 0.000 0.013 0.2809 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.73E-05
349 * * 0.00 0.000 0.019 0.2809 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.58E-03
350 * * 0.00 0.000 0.019 0.2809 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
351 * 0.10 0.022 0.000 0.3142 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
352 * 0.10 0.127 0.000 0.3503 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
353 * * 0.10 0.000 0.018 0.3503 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
354 * * 0.00 0.000 0.014 0.3503 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.91E-04
355 * * 0.10 0.000 0.014 0.3503 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.71E-03
356 * * 0.00 0.000 0.014 0.3503 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.06E-03
357 * * 0.00 0.000 0.017 0.3503 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.75E-03
358 * * 0.00 0.000 0.014 0.3503 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.14E-03
359 * * 0.00 0.000 0.014 0.3503 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
360 * * 0.00 0.000 0.014 0.3503 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.18E-03
361 * * 0.00 0.000 0.019 0.3503 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.60E-03
362 * * 0.00 0.000 0.016 0.3503 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
363 * * 0.00 0.000 0.012 0.3503 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
364 * * 0.00 0.000 0.016 0.3503 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
365 * * 0.00 0.000 0.016 0.3503 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
* = Frozen (air or soil)
inches cubic feet percent
Precipitation 20.30 5,158,230.0 100.00
Runoff 5.200 1,321,291.6 25.62
Evapotranspiration 11.486 2,918,483.2 56.58
Percolation/Leakage through Layer 2 3.538194 899,055.1 17.43
Average Head on Top of Layer 2 0.0698 ------
Percolation/Leakage through Layer 12 0.316737 80,482.8 1.56
Annual Totals for Year 3
Page 40 of 128
Change in Water Storage 3.2978 837,972.4 16.25
Soil Water at Start of Year 223.9277 #########1103.09
Soil Water at End of Year 227.8522 #########1122.42
Snow Water at Start of Year 1.0470 266,038.7 5.16
Snow Water at End of Year 0.4203 106,804.8 2.07
Annual Water Budget Balance 0.0000 0.0000 0.00
Page 41 of 128
Daily Output for Year 4
Column key:Head #1: drainage from Layer 2
Title:Long Valley Landfill
Simulated On:Leak #1: leakage thru Layer 2 Leak #2: leakage thru Layer 12
Day Rain Runoff ET
Evap. Zone
Water Head #1 Drain #1 Leak #1 Head #2 Drain #2 Leak #2
Air Soil (inches)(inches)(inches)(in/in)(inches)(inches)(inches)(inches)(inches)(inches)
1 * * 0.00 0.000 0.024 0.3503 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
2 * * 0.00 0.000 0.025 0.3503 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
3 * * 0.00 0.000 0.025 0.3503 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.64E-03
4 * * 0.00 0.000 0.020 0.3503 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.93E-04
5 * * 0.00 0.000 0.016 0.3503 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
6 * * 0.00 0.000 0.022 0.3503 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
7 * * 0.00 0.000 0.026 0.3503 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
8 * * 0.00 0.000 0.025 0.3503 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
9 * * 0.00 0.000 0.023 0.3503 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
10 * * 0.00 0.000 0.026 0.3503 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
11 * * 0.00 0.000 0.031 0.3503 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
12 * * 0.20 0.000 0.024 0.3503 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
13 * * 0.00 0.000 0.025 0.3503 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
14 * * 0.00 0.000 0.025 0.3503 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.12E-03
15 * * 0.00 0.000 0.025 0.3503 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.08E-06
16 * * 0.00 0.000 0.025 0.3503 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.05E-05
17 * * 0.00 0.000 0.026 0.3503 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.44E-04
18 * * 0.00 0.000 0.025 0.3503 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.26E-04
19 * * 0.00 0.000 0.038 0.3503 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.42E-03
20 * * 0.00 0.000 0.031 0.3503 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.14E-03
21 * * 0.00 0.000 0.037 0.3503 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.06E-03
22 * * 0.00 0.000 0.035 0.3503 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.98E-03
23 * * 0.00 0.000 0.024 0.3503 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.03E-03
24 * * 0.00 0.000 0.018 0.3503 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.70E-04
25 * * 0.00 0.000 0.000 0.3503 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.77E-04
26 * * 0.00 0.000 0.000 0.3503 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.86E-04
27 * * 0.00 0.000 0.000 0.3503 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
7/19/2024 11:05
Freezing Status*
Page 42 of 128
28 * * 0.00 0.000 0.000 0.3503 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
29 * 0.00 0.000 0.000 0.3503 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
30 * * 0.30 0.000 0.023 0.3503 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
31 * * 0.00 0.000 0.017 0.3503 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
32 * * 0.00 0.000 0.013 0.3503 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
33 * * 0.00 0.000 0.014 0.3503 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
34 * * 0.10 0.000 0.000 0.3503 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
35 * * 0.10 0.000 0.017 0.3503 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
36 * * 0.00 0.000 0.015 0.3503 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
37 * * 0.00 0.000 0.017 0.3503 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
38 * * 0.10 0.000 0.000 0.3503 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
39 * 0.10 0.062 0.000 0.3686 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
40 * 0.30 0.597 0.000 0.3886 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
41 * * 0.30 0.000 0.023 0.3886 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
42 * * 0.00 0.000 0.021 0.3886 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
43 * * 0.00 0.000 0.024 0.3886 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
44 * 0.00 0.305 0.000 0.4009 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
45 * 0.00 0.000 0.000 0.4009 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
46 * 0.00 0.000 0.000 0.4009 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
47 * 0.00 0.000 0.000 0.4009 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
48 * * 0.00 0.000 0.000 0.4009 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
49 * 0.00 0.000 0.000 0.4009 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
50 * * 0.10 0.000 0.036 0.4009 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
51 * * 0.00 0.000 0.046 0.4009 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
52 * * 0.00 0.000 0.018 0.4009 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
53 * 0.00 0.000 0.000 0.4009 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
54 * 0.00 0.000 0.000 0.4009 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
55 * * 0.00 0.000 0.000 0.4009 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
56 * * 0.00 0.000 0.000 0.4009 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
57 * 0.00 0.000 0.000 0.4009 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
58 * * 0.30 0.000 0.025 0.4009 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
59 * * 0.10 0.000 0.029 0.4009 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
60 * * 0.10 0.000 0.026 0.4009 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
61 * * 0.00 0.000 0.025 0.4009 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
62 * * 0.00 0.000 0.028 0.4009 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
Page 43 of 128
63 * * 0.10 0.000 0.000 0.4009 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
64 * * 0.00 0.000 0.028 0.4009 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
65 * 0.10 0.147 0.000 0.4103 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
66 * * 0.10 0.000 0.029 0.4103 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
67 * * 0.00 0.000 0.027 0.4103 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
68 * 0.00 0.000 0.031 0.4103 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
69 * 0.00 0.134 0.015 0.4129 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
70 * * 0.00 0.000 0.025 0.4129 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
71 * * 0.00 0.000 0.046 0.4129 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
72 * * 0.00 0.000 0.076 0.4129 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
73 * * 0.10 0.000 0.071 0.4129 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
74 * * 0.00 0.000 0.075 0.4129 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
75 * 0.00 0.000 0.029 0.4129 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
76 * 0.00 0.000 0.000 0.4129 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
77 * * 0.00 0.000 0.000 0.4129 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
78 * * 0.00 0.000 0.000 0.4129 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
79 * * 0.00 0.000 0.000 0.4129 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
80 * 0.00 0.000 0.000 0.4129 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
81 * * 0.00 0.000 0.000 0.4129 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
82 * * 0.00 0.000 0.000 0.4129 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
83 * 0.00 0.000 0.000 0.4129 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
84 * 0.00 0.000 0.000 0.4129 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
85 * 0.10 0.080 0.009 0.4168 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
86 * * 0.10 0.000 0.043 0.4168 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
87 * * 0.00 0.000 0.043 0.4168 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
88 * 0.00 0.000 0.013 0.4168 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
89 * * 0.30 0.000 0.033 0.4168 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
90 * * 0.00 0.000 0.027 0.4168 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
91 * * 0.00 0.000 0.039 0.4168 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
92 * * 0.10 0.000 0.049 0.4168 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
93 * * 0.00 0.000 0.052 0.4168 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
94 * * 0.10 0.000 0.000 0.4168 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
95 * 0.00 0.000 0.060 0.4168 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
96 * 0.00 0.000 0.060 0.4168 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
97 * 0.00 0.059 0.122 0.4168 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
Page 44 of 128
98 * 0.00 0.000 0.000 0.4168 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
99 * 0.00 0.000 0.000 0.4168 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
100 * 0.00 0.000 0.000 0.4168 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
101 0.00 0.000 0.073 0.3579 1.7209 0.0000 1.04E-01 0.0000 0.0000 0.00E+00
102 0.00 0.000 0.152 0.2629 1.5341 0.0000 1.33E-01 0.0000 0.0000 0.00E+00
103 * 0.10 0.000 0.101 0.2198 0.8199 0.0000 1.28E-01 0.0000 0.0000 0.00E+00
104 * 0.00 0.000 0.111 0.1494 0.2297 0.0000 9.99E-02 0.0000 0.0000 0.00E+00
105 0.00 0.000 0.090 0.1195 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
106 0.00 0.000 0.011 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
107 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
108 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
109 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
110 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
111 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
112 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
113 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
114 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
115 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
116 0.20 0.000 0.025 0.1743 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
117 * 0.10 0.000 0.073 0.1809 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
118 * 0.00 0.000 0.041 0.1697 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
119 * 0.00 0.000 0.031 0.1593 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
120 * 0.00 0.000 0.029 0.1496 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
121 0.00 0.000 0.029 0.1401 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
122 0.00 0.000 0.028 0.1307 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
123 0.00 0.000 0.027 0.1218 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
124 0.00 0.000 0.015 0.1169 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
125 0.00 0.000 0.003 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
126 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
127 * 0.50 0.000 0.061 0.1226 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
128 0.00 0.000 0.030 0.2526 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
129 0.00 0.000 0.023 0.2241 0.1810 0.0000 6.25E-02 0.0000 0.0000 0.00E+00
130 0.30 0.000 0.031 0.2890 0.1121 0.0000 7.40E-02 0.0000 0.0000 0.00E+00
131 * 0.40 0.000 0.061 0.2538 0.4254 0.0000 1.25E-01 0.0000 0.0000 0.00E+00
132 * 0.00 0.000 0.065 0.2399 0.0726 0.0000 6.13E-02 0.0000 0.0000 0.00E+00
Page 45 of 128
133 * 0.00 0.000 0.059 0.2422 0.0064 0.0000 1.29E-02 0.0000 0.0000 0.00E+00
134 0.00 0.000 0.158 0.2400 0.0036 0.0000 4.23E-03 0.0000 0.0000 0.00E+00
135 0.00 0.000 0.140 0.1903 0.0042 0.0000 8.97E-03 0.0000 0.0000 0.00E+00
136 0.00 0.000 0.128 0.1471 0.0030 0.0000 1.75E-03 0.0000 0.0000 0.00E+00
137 0.00 0.000 0.084 0.1192 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
138 0.00 0.000 0.010 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
139 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
140 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.65E-03
141 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.58E-04
142 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.00E-03
143 0.20 0.000 0.023 0.1749 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.99E-03
144 0.10 0.000 0.036 0.1963 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.71E-03
145 0.00 0.000 0.031 0.1859 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.66E-03
146 0.00 0.000 0.030 0.1760 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.49E-03
147 0.00 0.000 0.028 0.1666 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.87E-04
148 0.00 0.000 0.027 0.1576 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
149 0.00 0.000 0.026 0.1488 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.06E-04
150 0.00 0.000 0.026 0.1403 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.31E-04
151 0.00 0.000 0.025 0.1320 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.19E-03
152 0.00 0.000 0.025 0.1238 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.10E-03
153 0.00 0.000 0.018 0.1178 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.02E-04
154 0.00 0.000 0.005 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.36E-04
155 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
156 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
157 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
158 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
159 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
160 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
161 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.13E-03
162 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.90E-03
163 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.52E-04
164 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.06E-03
165 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.58E-04
166 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.09E-03
167 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.30E-03
Page 46 of 128
168 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.80E-04
169 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.51E-03
170 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.19E-03
171 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.21E-03
172 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.42E-03
173 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.82E-05
174 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.10E-03
175 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
176 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
177 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
178 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.87E-04
179 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.26E-03
180 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.52E-03
181 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.97E-07
182 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.16E-03
183 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.44E-16
184 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
185 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
186 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
187 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
188 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
189 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
190 0.10 0.000 0.014 0.1447 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
191 0.10 0.000 0.018 0.1719 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
192 0.00 0.000 0.012 0.1679 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.58E-03
193 0.00 0.000 0.015 0.1630 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.85E-03
194 0.00 0.000 0.015 0.1579 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.60E-03
195 0.00 0.000 0.016 0.1524 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.29E-04
196 0.30 0.000 0.023 0.2446 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.85E-03
197 0.00 0.000 0.018 0.2278 0.0199 0.0000 3.23E-02 0.0000 0.0000 1.56E-03
198 0.00 0.000 0.019 0.2152 0.0094 0.0000 1.85E-02 0.0000 0.0000 1.49E-03
199 0.00 0.000 0.020 0.2069 0.0036 0.0000 5.19E-03 0.0000 0.0000 1.56E-03
200 0.00 0.000 0.022 0.1996 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.27E-03
201 0.00 0.000 0.024 0.1917 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.22E-03
202 0.00 0.000 0.022 0.1842 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.44E-16
Page 47 of 128
203 0.00 0.000 0.023 0.1765 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
204 0.00 0.000 0.029 0.1667 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
205 0.00 0.000 0.024 0.1587 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.61E-03
206 0.00 0.000 0.032 0.1479 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.04E-03
207 0.10 0.000 0.042 0.1672 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.41E-04
208 0.00 0.000 0.032 0.1564 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
209 0.20 0.000 0.048 0.2071 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
210 0.20 0.000 0.042 0.2598 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
211 0.00 0.000 0.044 0.2176 0.1363 0.0000 8.29E-02 0.0000 0.0000 0.00E+00
212 0.00 0.000 0.049 0.1980 0.0063 0.0000 9.61E-03 0.0000 0.0000 0.00E+00
213 0.10 0.000 0.063 0.2104 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
214 0.00 0.000 0.041 0.1967 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
215 0.00 0.000 0.059 0.1769 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
216 0.10 0.000 0.076 0.1850 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
217 0.00 0.000 0.060 0.1651 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
218 0.00 0.000 0.066 0.1431 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
219 0.00 0.000 0.045 0.1281 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.14E-03
220 0.00 0.000 0.025 0.1199 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.22E-04
221 0.00 0.000 0.012 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.57E-04
222 0.10 0.000 0.035 0.1378 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.35E-04
223 0.00 0.000 0.024 0.1299 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.11E-03
224 0.00 0.000 0.029 0.1204 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.60E-03
225 0.20 0.000 0.049 0.1707 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.60E-04
226 0.00 0.000 0.069 0.1478 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.59E-03
227 0.00 0.000 0.058 0.1286 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.49E-03
228 0.00 0.000 0.034 0.1172 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.46E-03
229 0.00 0.000 0.003 0.1163 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
230 0.00 0.000 0.001 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.03E-03
231 0.30 0.000 0.072 0.1921 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.49E-03
232 0.20 0.000 0.118 0.2196 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.38E-03
233 0.00 0.000 0.190 0.1562 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.14E-04
234 0.50 0.000 0.207 0.2538 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
235 0.00 0.000 0.156 0.1949 0.0161 0.0000 2.03E-02 0.0000 0.0000 0.00E+00
236 0.00 0.000 0.192 0.1309 0.0012 0.0000 0.00E+00 0.0000 0.0000 1.56E-03
237 0.00 0.000 0.045 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.44E-03
Page 48 of 128
238 0.40 0.000 0.081 0.2222 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.37E-03
239 0.00 0.000 0.166 0.1671 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.98E-03
240 0.00 0.000 0.137 0.1214 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.40E-03
241 0.00 0.000 0.016 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.59E-04
242 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.10E-03
243 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.53E-03
244 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.84E-03
245 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.88E-03
246 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.58E-03
247 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.30E-03
248 0.40 0.000 0.128 0.2065 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.77E-05
249 0.00 0.000 0.138 0.1604 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
250 0.00 0.000 0.084 0.1323 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
251 0.50 0.000 0.174 0.2410 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
252 0.20 0.000 0.156 0.2532 0.0091 0.0000 7.33E-03 0.0000 0.0000 0.00E+00
253 0.00 0.000 0.167 0.1863 0.0290 0.0000 3.33E-02 0.0000 0.0000 0.00E+00
254 0.00 0.000 0.161 0.1326 0.0046 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
255 0.00 0.000 0.050 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
256 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
257 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
258 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
259 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
260 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
261 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
262 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
263 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
264 1.00 0.000 0.127 0.3966 0.0565 0.0000 3.10E-02 0.0000 0.0000 0.00E+00
265 0.10 0.000 0.128 0.3422 1.7933 0.0000 1.35E-01 0.0000 0.0000 0.00E+00
266 0.00 0.000 0.125 0.2569 1.2388 0.0000 1.31E-01 0.0000 0.0000 0.00E+00
267 0.00 0.000 0.169 0.1584 0.5537 0.0000 1.26E-01 0.0000 0.0000 0.00E+00
268 0.00 0.000 0.097 0.1191 0.0406 0.0000 2.13E-02 0.0000 0.0000 0.00E+00
269 0.00 0.000 0.009 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
270 0.60 0.000 0.119 0.2762 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
271 0.10 0.000 0.110 0.2415 0.2904 0.0000 9.38E-02 0.0000 0.0000 0.00E+00
272 0.00 0.000 0.097 0.1856 0.1055 0.0000 7.08E-02 0.0000 0.0000 0.00E+00
Page 49 of 128
273 0.00 0.000 0.093 0.1546 0.0018 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
274 0.20 0.000 0.113 0.1836 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
275 0.00 0.000 0.085 0.1551 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
276 0.00 0.000 0.093 0.1240 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
277 0.00 0.000 0.017 0.1181 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
278 0.00 0.000 0.005 0.1165 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
279 0.00 0.000 0.002 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
280 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
281 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
282 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
283 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
284 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
285 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
286 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
287 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
288 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
289 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
290 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
291 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
292 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
293 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
294 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
295 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
296 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
297 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
298 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
299 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
300 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
301 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
302 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
303 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
304 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
305 0.20 0.000 0.022 0.1755 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
306 * 0.10 0.000 0.041 0.1820 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
307 * 0.20 0.000 0.017 0.1886 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
Page 50 of 128
308 * 0.00 0.000 0.039 0.1952 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
309 0.00 0.000 0.034 0.2316 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
310 0.00 0.000 0.019 0.2251 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
311 0.00 0.000 0.019 0.2177 0.0011 0.0000 3.42E-03 0.0000 0.0000 0.00E+00
312 0.00 0.000 0.019 0.2100 0.0032 0.0000 4.31E-03 0.0000 0.0000 0.00E+00
313 0.00 0.000 0.018 0.2039 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
314 0.00 0.000 0.018 0.1980 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
315 0.00 0.000 0.018 0.1921 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
316 * 0.00 0.000 0.017 0.1864 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
317 * 0.30 0.000 0.019 0.1929 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
318 0.00 0.000 0.000 0.2644 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
319 * 0.20 0.000 0.016 0.2479 0.0851 0.0000 6.94E-02 0.0000 0.0000 0.00E+00
320 * 0.00 0.000 0.012 0.2456 0.0147 0.0000 2.64E-02 0.0000 0.0000 0.00E+00
321 * 0.00 0.000 0.019 0.2503 0.0062 0.0000 5.73E-03 0.0000 0.0000 0.00E+00
322 * 0.00 0.000 0.024 0.2521 0.0154 0.0000 1.43E-02 0.0000 0.0000 0.00E+00
323 * 0.00 0.000 0.032 0.2492 0.0197 0.0000 2.83E-02 0.0000 0.0000 0.00E+00
324 * 0.00 0.000 0.033 0.2468 0.0005 0.0000 1.97E-02 0.0000 0.0000 0.00E+00
325 * 0.00 0.000 0.017 0.2348 0.0071 0.0000 1.89E-02 0.0000 0.0000 0.00E+00
326 * 0.10 0.000 0.029 0.2371 0.0086 0.0000 1.27E-02 0.0000 0.0000 0.00E+00
327 * 0.00 0.000 0.017 0.2417 0.0020 0.0000 5.94E-03 0.0000 0.0000 0.00E+00
328 * 0.20 0.000 0.023 0.2466 0.0055 0.0000 5.12E-03 0.0000 0.0000 0.00E+00
329 * * 0.00 0.000 0.018 0.2466 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
330 * 0.00 0.000 0.022 0.2466 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
331 * 0.00 0.007 0.017 0.2822 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
332 * 0.00 0.000 0.000 0.2822 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
333 * 0.00 0.000 0.000 0.2822 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
334 * 0.00 0.000 0.000 0.2822 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
335 * * 0.00 0.000 0.000 0.2822 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
336 * 0.10 0.011 0.011 0.3082 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
337 * 0.10 0.020 0.011 0.3312 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
338 0.10 0.000 0.026 0.3223 1.2558 0.0000 1.00E-01 0.0000 0.0000 0.00E+00
339 * 0.00 0.000 0.018 0.2729 1.1431 0.0000 1.30E-01 0.0000 0.0000 0.00E+00
340 0.00 0.000 0.026 0.2223 0.5321 0.0000 1.26E-01 0.0000 0.0000 0.00E+00
341 0.00 0.000 0.025 0.1966 0.0673 0.0000 5.18E-02 0.0000 0.0000 0.00E+00
342 0.00 0.000 0.025 0.1882 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
Page 51 of 128
343 0.00 0.000 0.022 0.1810 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
344 0.00 0.000 0.022 0.1737 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
345 0.00 0.000 0.025 0.1653 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
346 0.00 0.000 0.026 0.1567 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
347 * 0.20 0.000 0.024 0.1632 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
348 * 0.10 0.000 0.011 0.1698 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
349 * * 0.00 0.000 0.012 0.1698 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
350 * * 0.00 0.000 0.018 0.1698 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
351 * * 0.10 0.000 0.016 0.1698 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
352 * * 0.00 0.000 0.014 0.1698 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
353 * * 0.00 0.000 0.014 0.1698 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
354 * * 0.10 0.000 0.000 0.1698 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
355 * * 0.20 0.000 0.000 0.1698 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
356 * * 0.80 0.000 0.000 0.1698 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
357 * * 0.00 0.000 0.012 0.1698 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
358 * * 0.00 0.000 0.015 0.1698 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
359 * * 0.40 0.000 0.014 0.1698 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
360 * * 0.20 0.000 0.011 0.1698 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
361 * * 0.00 0.000 0.008 0.1698 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
362 * * 0.00 0.000 0.014 0.1698 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
363 * * 0.10 0.000 0.012 0.1698 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
364 * * 0.10 0.000 0.010 0.1698 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
365 * * 0.00 0.000 0.012 0.1698 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
* = Frozen (air or soil)
inches cubic feet percent
Precipitation 15.00 3,811,500.0 100.00
Runoff 1.422 361,244.6 9.48
Evapotranspiration 10.249 2,604,364.2 68.33
Percolation/Leakage through Layer 2 2.255996 573,248.6 15.04
Average Head on Top of Layer 2 0.0344 ------
Percolation/Leakage through Layer 12 0.115696 29,398.3 0.77
Annual Totals for Year 4
Page 52 of 128
Change in Water Storage 3.2133 816,492.9 21.42
Soil Water at Start of Year 227.8522 #########1519.01
Soil Water at End of Year 229.4508 #########1529.67
Snow Water at Start of Year 0.4203 106,804.8 2.80
Snow Water at End of Year 2.0349 517,073.9 13.57
Annual Water Budget Balance 0.0000 0.0000 0.00
Page 53 of 128
Daily Output for Year 5
Column key:Head #1: drainage from Layer 2
Title:Long Valley Landfill
Simulated On:Leak #1: leakage thru Layer 2 Leak #2: leakage thru Layer 12
Day Rain Runoff ET
Evap. Zone
Water Head #1 Drain #1 Leak #1 Head #2 Drain #2 Leak #2
Air Soil (inches)(inches)(inches)(in/in)(inches)(inches)(inches)(inches)(inches)(inches)
1 * * 0.00 0.000 0.016 0.1698 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
2 * * 0.00 0.000 0.016 0.1698 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
3 * * 0.00 0.000 0.019 0.1698 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
4 * * 0.00 0.000 0.021 0.1698 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
5 * * 0.00 0.000 0.026 0.1698 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
6 * 0.00 0.000 0.021 0.1969 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
7 * 0.00 0.025 0.007 0.2474 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
8 * 0.00 0.051 0.006 0.2906 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
9 * 0.00 0.003 0.025 0.2990 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
10 * * 0.00 0.000 0.027 0.2990 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
11 * 0.00 0.000 0.029 0.2991 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
12 * * 0.10 0.000 0.025 0.2991 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
13 * * 0.00 0.000 0.022 0.2991 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
14 * * 0.00 0.000 0.020 0.2991 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
15 * * 0.00 0.000 0.024 0.2991 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
16 * * 0.00 0.000 0.024 0.2991 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
17 * * 0.00 0.000 0.025 0.2991 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
18 * * 0.00 0.000 0.027 0.2991 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
19 * 0.00 0.000 0.028 0.2991 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
20 * * 0.00 0.000 0.025 0.2991 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
21 * * 0.00 0.000 0.019 0.2991 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
22 * * 0.00 0.000 0.015 0.2991 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
23 * * 0.00 0.000 0.021 0.2991 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
24 * * 0.00 0.000 0.023 0.2991 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
25 * 0.00 0.018 0.024 0.3134 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
26 * 0.00 0.034 0.019 0.3299 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
27 * 0.00 0.086 0.010 0.3498 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
7/19/2024 11:05
Freezing Status*
Page 54 of 128
28 * * 0.00 0.000 0.028 0.3498 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
29 * * 0.00 0.000 0.026 0.3498 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
30 * * 0.20 0.000 0.027 0.3498 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
31 * * 0.00 0.000 0.022 0.3498 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
32 * * 0.00 0.000 0.022 0.3498 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
33 * 0.00 0.000 0.029 0.3498 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
34 * 0.00 0.166 0.000 0.3714 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
35 * 0.00 0.225 0.000 0.3886 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
36 * 0.00 0.215 0.023 0.3931 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
37 * 0.00 0.073 0.028 0.3935 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
38 * 0.00 0.000 0.000 0.3935 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
39 0.00 0.000 0.037 0.3472 1.5637 0.0000 1.02E-01 0.0000 0.0000 0.00E+00
40 0.00 0.000 0.061 0.2827 1.5003 0.0000 1.33E-01 0.0000 0.0000 0.00E+00
41 0.00 0.000 0.056 0.2211 0.8539 0.0000 1.28E-01 0.0000 0.0000 0.00E+00
42 * 0.00 0.000 0.028 0.1743 0.2540 0.0000 1.12E-01 0.0000 0.0000 0.00E+00
43 0.00 0.000 0.056 0.1552 0.0003 0.0000 1.77E-03 0.0000 0.0000 0.00E+00
44 0.00 0.000 0.069 0.1321 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
45 0.00 0.000 0.048 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
46 * 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
47 * 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
48 * * 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
49 * 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
50 * 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
51 * 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
52 * * 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
53 * * 0.30 0.000 0.023 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
54 * * 0.30 0.000 0.023 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
55 * * 0.00 0.000 0.023 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
56 * * 0.00 0.000 0.025 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
57 * * 0.00 0.000 0.021 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
58 * * 0.00 0.000 0.025 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
59 * * 0.20 0.000 0.022 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
60 * * 0.10 0.000 0.020 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
61 * * 0.30 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
62 * * 0.30 0.000 0.021 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
Page 55 of 128
63 * * 0.00 0.000 0.015 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
64 * * 0.00 0.000 0.019 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
65 * * 0.00 0.000 0.024 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
66 * * 0.00 0.000 0.027 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
67 * * 0.00 0.000 0.029 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
68 * * 0.00 0.000 0.028 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
69 * * 0.00 0.000 0.030 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
70 * 0.00 0.008 0.013 0.1648 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
71 * 0.00 0.004 0.021 0.1937 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
72 * 0.00 0.025 0.016 0.2302 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
73 * 0.00 0.257 0.000 0.2828 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
74 * 0.00 0.181 0.016 0.3106 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
75 * 0.00 0.000 0.000 0.3106 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
76 0.00 0.000 0.041 0.2647 0.6556 0.0000 9.63E-02 0.0000 0.0000 0.00E+00
77 0.00 0.000 0.052 0.2049 0.6819 0.0000 1.27E-01 0.0000 0.0000 0.00E+00
78 0.00 0.000 0.050 0.1619 0.1437 0.0000 7.92E-02 0.0000 0.0000 0.00E+00
79 0.00 0.000 0.102 0.1279 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.16E-03
80 0.00 0.000 0.036 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.93E-04
81 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.28E-04
82 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.55E-03
83 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.41E-03
84 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.77E-03
85 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.55E-03
86 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.35E-04
87 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
88 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
89 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.30E-03
90 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.66E-03
91 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.97E-04
92 * 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
93 * 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
94 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
95 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
96 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.88E-03
97 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.10E-03
Page 56 of 128
98 * 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
99 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
100 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
101 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.96E-03
102 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.66E-03
103 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.28E-03
104 0.10 0.000 0.014 0.1448 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.51E-03
105 * 0.10 0.000 0.050 0.1513 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.62E-03
106 * 0.10 0.000 0.054 0.1579 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.66E-03
107 * 0.10 0.000 0.000 0.1644 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.65E-03
108 0.00 0.000 0.082 0.1829 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.61E-03
109 0.00 0.000 0.020 0.1762 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.55E-03
110 0.00 0.000 0.020 0.1697 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.50E-03
111 0.00 0.000 0.019 0.1633 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.45E-03
112 0.00 0.000 0.018 0.1572 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.49E-03
113 0.00 0.000 0.018 0.1512 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.28E-03
114 0.00 0.000 0.019 0.1449 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.88E-04
115 0.40 0.000 0.023 0.2707 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.26E-06
116 * 0.00 0.000 0.019 0.2333 0.2572 0.0000 9.36E-02 0.0000 0.0000 3.66E-04
117 0.00 0.000 0.018 0.2090 0.0854 0.0000 5.47E-02 0.0000 0.0000 9.30E-04
118 0.00 0.000 0.018 0.2030 0.0001 0.0000 0.00E+00 0.0000 0.0000 1.39E-03
119 0.00 0.000 0.018 0.1972 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.77E-03
120 0.00 0.000 0.017 0.1914 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.20E-03
121 0.00 0.000 0.017 0.1857 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.66E-03
122 0.00 0.000 0.017 0.1802 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.33E-03
123 0.00 0.000 0.016 0.1747 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.41E-03
124 0.00 0.000 0.016 0.1693 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.88E-04
125 0.00 0.000 0.016 0.1640 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.54E-03
126 0.20 0.000 0.020 0.2240 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.23E-03
127 0.00 0.000 0.016 0.2188 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.83E-03
128 0.20 0.000 0.019 0.2686 0.0701 0.0000 3.11E-02 0.0000 0.0000 3.13E-03
129 0.10 0.000 0.019 0.2543 0.1977 0.0000 1.24E-01 0.0000 0.0000 9.41E-04
130 0.00 0.000 0.015 0.2291 0.0889 0.0000 6.08E-02 0.0000 0.0000 0.00E+00
131 0.00 0.000 0.015 0.2202 0.0065 0.0000 1.19E-02 0.0000 0.0000 1.99E-03
132 0.00 0.000 0.015 0.2129 0.0045 0.0000 7.39E-03 0.0000 0.0000 0.00E+00
Page 57 of 128
133 0.00 0.000 0.014 0.2080 0.0004 0.0000 2.84E-04 0.0000 0.0000 3.19E-05
134 0.50 0.000 0.018 0.3579 0.2036 0.0000 3.20E-02 0.0000 0.0000 1.47E-03
135 0.20 0.000 0.155 0.3290 1.3360 0.0000 1.32E-01 0.0000 0.0000 3.94E-03
136 0.00 0.000 0.145 0.2375 1.0490 0.0000 1.30E-01 0.0000 0.0000 2.39E-03
137 0.20 0.000 0.190 0.1992 0.3977 0.0000 1.25E-01 0.0000 0.0000 9.48E-04
138 0.00 0.000 0.149 0.1446 0.0193 0.0000 1.50E-02 0.0000 0.0000 4.78E-04
139 0.00 0.000 0.079 0.1183 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.70E-03
140 0.00 0.000 0.005 0.1165 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.70E-04
141 0.00 0.000 0.001 0.1161 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
142 0.10 0.000 0.029 0.1397 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
143 0.30 0.000 0.038 0.2272 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
144 0.00 0.000 0.043 0.2129 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
145 0.00 0.000 0.040 0.1996 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
146 0.50 0.000 0.041 0.3423 0.0868 0.0000 3.12E-02 0.0000 0.0000 0.00E+00
147 0.00 0.000 0.115 0.2608 1.0369 0.0000 1.30E-01 0.0000 0.0000 0.00E+00
148 0.00 0.000 0.174 0.1608 0.5030 0.0000 1.26E-01 0.0000 0.0000 0.00E+00
149 0.00 0.000 0.110 0.1179 0.0301 0.0000 1.86E-02 0.0000 0.0000 0.00E+00
150 0.00 0.000 0.006 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
151 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
152 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
153 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.24E-03
154 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.20E-03
155 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.99E-03
156 0.10 0.000 0.019 0.1429 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.66E-03
157 0.10 0.000 0.027 0.1673 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.88E-03
158 0.20 0.000 0.031 0.2238 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.28E-03
159 0.00 0.000 0.030 0.2138 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.44E-16
160 0.00 0.000 0.030 0.2038 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
161 0.80 0.000 0.033 0.4381 0.4682 0.0000 6.44E-02 0.0000 0.0000 0.00E+00
162 0.10 0.000 0.224 0.3507 2.3436 0.0000 1.38E-01 0.0000 0.0000 0.00E+00
163 0.00 0.000 0.114 0.2684 1.4886 0.0000 1.33E-01 0.0000 0.0000 0.00E+00
164 0.00 0.000 0.128 0.1833 0.7634 0.0000 1.28E-01 0.0000 0.0000 0.00E+00
165 0.00 0.000 0.171 0.1160 0.1092 0.0000 3.12E-02 0.0000 0.0000 0.00E+00
166 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
167 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
Page 58 of 128
168 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
169 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
170 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
171 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
172 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
173 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
174 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
175 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
176 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
177 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
178 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
179 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
180 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
181 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
182 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
183 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
184 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
185 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
186 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.16E-03
187 0.40 0.000 0.020 0.2428 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.68E-04
188 0.90 0.144 0.027 0.4630 1.0831 0.0000 6.86E-02 0.0000 0.0000 3.09E-03
189 0.00 0.000 0.237 0.3376 2.4179 0.0000 1.39E-01 0.0000 0.0000 1.60E-03
190 0.10 0.000 0.028 0.3176 1.4336 0.0000 1.32E-01 0.0000 0.0000 0.00E+00
191 0.40 0.000 0.029 0.3977 1.2512 0.0000 1.31E-01 0.0000 0.0000 0.00E+00
192 0.00 0.000 0.183 0.2921 1.7429 0.0000 1.34E-01 0.0000 0.0000 0.00E+00
193 0.00 0.000 0.202 0.1820 0.8979 0.0000 1.29E-01 0.0000 0.0000 0.00E+00
194 0.00 0.000 0.167 0.1160 0.1062 0.0000 3.12E-02 0.0000 0.0000 0.00E+00
195 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
196 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
197 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
198 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
199 0.20 0.000 0.026 0.1741 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
200 0.00 0.000 0.040 0.1610 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
201 0.10 0.000 0.045 0.1794 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
202 0.20 0.000 0.043 0.2319 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
Page 59 of 128
203 0.00 0.000 0.045 0.2168 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
204 0.00 0.000 0.046 0.1988 0.0031 0.0000 7.97E-03 0.0000 0.0000 0.00E+00
205 0.00 0.000 0.047 0.1831 0.0007 0.0000 2.60E-04 0.0000 0.0000 0.00E+00
206 0.00 0.000 0.045 0.1683 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
207 0.00 0.000 0.050 0.1516 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
208 0.00 0.000 0.052 0.1341 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
209 0.00 0.000 0.038 0.1214 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
210 0.00 0.000 0.016 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
211 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
212 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
213 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
214 1.00 0.000 0.061 0.4185 0.0977 0.0000 3.13E-02 0.0000 0.0000 0.00E+00
215 0.00 0.000 0.183 0.3120 2.0662 0.0000 1.37E-01 0.0000 0.0000 0.00E+00
216 0.00 0.000 0.230 0.1923 1.0222 0.0000 1.29E-01 0.0000 0.0000 0.00E+00
217 0.00 0.000 0.132 0.1274 0.2023 0.0000 6.25E-02 0.0000 0.0000 0.00E+00
218 0.00 0.000 0.034 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
219 0.20 0.000 0.098 0.1501 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
220 0.00 0.000 0.074 0.1255 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
221 0.00 0.000 0.024 0.1176 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
222 0.00 0.000 0.004 0.1164 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
223 0.30 0.000 0.066 0.1945 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
224 0.80 0.001 0.102 0.4161 0.2985 0.0000 3.26E-02 0.0000 0.0000 0.00E+00
225 0.00 0.000 0.220 0.2975 1.8904 0.0000 1.35E-01 0.0000 0.0000 0.00E+00
226 0.00 0.000 0.210 0.1846 0.9093 0.0000 1.29E-01 0.0000 0.0000 0.00E+00
227 0.10 0.000 0.244 0.1240 0.1321 0.0000 3.76E-02 0.0000 0.0000 0.00E+00
228 0.00 0.000 0.020 0.1173 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
229 0.00 0.000 0.003 0.1163 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
230 0.10 0.000 0.061 0.1291 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
231 0.00 0.000 0.027 0.1202 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
232 0.00 0.000 0.010 0.1171 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
233 0.00 0.000 0.002 0.1163 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
234 0.00 0.000 0.001 0.1161 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
235 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
236 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
237 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
Page 60 of 128
238 0.30 0.000 0.069 0.1932 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
239 0.00 0.000 0.082 0.1659 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
240 0.00 0.000 0.071 0.1422 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
241 0.00 0.000 0.067 0.1200 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
242 0.10 0.000 0.052 0.1360 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
243 0.00 0.000 0.026 0.1274 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
244 0.00 0.000 0.025 0.1190 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
245 0.00 0.000 0.007 0.1167 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
246 0.00 0.000 0.002 0.1162 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
247 0.10 0.000 0.037 0.1370 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
248 0.00 0.000 0.024 0.1292 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
249 0.00 0.000 0.035 0.1176 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
250 0.00 0.000 0.004 0.1164 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
251 0.00 0.000 0.001 0.1161 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
252 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
253 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
254 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
255 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
256 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
257 0.20 0.000 0.059 0.1629 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
258 0.20 0.000 0.073 0.2051 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
259 0.10 0.000 0.087 0.2093 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
260 0.00 0.000 0.111 0.1724 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
261 0.00 0.000 0.085 0.1443 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
262 0.00 0.000 0.077 0.1188 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
263 0.00 0.000 0.008 0.1162 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
264 0.00 0.000 0.001 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
265 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
266 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
267 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
268 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
269 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
270 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
271 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
272 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
Page 61 of 128
273 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
274 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
275 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
276 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
277 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
278 0.60 0.000 0.019 0.3095 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
279 0.00 0.000 0.034 0.2562 0.5688 0.0000 1.26E-01 0.0000 0.0000 0.00E+00
280 0.00 0.000 0.036 0.2036 0.3040 0.0000 1.22E-01 0.0000 0.0000 0.00E+00
281 0.00 0.000 0.038 0.1908 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
282 0.00 0.000 0.040 0.1774 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
283 0.00 0.000 0.089 0.1477 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
284 0.00 0.000 0.062 0.1270 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
285 0.00 0.000 0.033 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
286 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
287 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
288 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
289 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
290 0.20 0.000 0.021 0.1756 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
291 0.60 0.000 0.037 0.3528 0.0885 0.0000 3.12E-02 0.0000 0.0000 0.00E+00
292 0.10 0.000 0.072 0.3183 1.3101 0.0000 1.31E-01 0.0000 0.0000 0.00E+00
293 0.10 0.000 0.071 0.2851 0.8989 0.0000 1.29E-01 0.0000 0.0000 0.00E+00
294 0.10 0.000 0.071 0.2531 0.4438 0.0000 1.25E-01 0.0000 0.0000 0.00E+00
295 0.00 0.000 0.060 0.2212 0.0308 0.0000 3.61E-02 0.0000 0.0000 0.00E+00
296 0.00 0.000 0.029 0.2082 0.0061 0.0000 9.45E-03 0.0000 0.0000 0.00E+00
297 0.00 0.000 0.061 0.1881 0.0001 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
298 0.00 0.000 0.060 0.1682 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
299 0.00 0.000 0.060 0.1481 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
300 0.00 0.000 0.042 0.1339 0.0036 0.0000 1.16E-03 0.0000 0.0000 0.00E+00
301 0.00 0.000 0.051 0.1168 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
302 0.10 0.000 0.030 0.1401 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
303 0.00 0.000 0.021 0.1332 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
304 0.00 0.000 0.036 0.1213 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
305 0.00 0.000 0.014 0.1168 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
306 0.00 0.000 0.002 0.1162 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
307 0.10 0.000 0.026 0.1407 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
Page 62 of 128
308 * 0.00 0.000 0.014 0.1362 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
309 * 0.00 0.000 0.015 0.1313 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
310 * 0.00 0.000 0.000 0.1313 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
311 * 0.00 0.000 0.027 0.1222 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
312 * 0.00 0.000 0.016 0.1169 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
313 0.00 0.000 0.002 0.1162 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
314 * 0.30 0.000 0.017 0.1228 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
315 * 0.00 0.000 0.014 0.1294 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
316 * 0.00 0.000 0.017 0.1359 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.75E-03
317 * 0.00 0.000 0.022 0.1425 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.69E-03
318 * 0.00 0.000 0.022 0.1490 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.67E-03
319 * 0.00 0.000 0.032 0.1556 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.58E-04
320 * 0.70 0.000 0.015 0.1622 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.26E-05
321 * 0.00 0.000 0.016 0.1687 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
322 * 0.00 0.000 0.019 0.1753 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
323 0.00 0.000 0.012 0.2036 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
324 * 0.00 0.000 0.019 0.2102 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
325 * * 0.00 0.000 0.017 0.2102 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
326 * 0.00 0.000 0.020 0.2102 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
327 * 0.00 0.000 0.014 0.2277 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
328 * 0.00 0.000 0.013 0.2477 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.67E-04
329 * * 0.00 0.000 0.016 0.2477 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.84E-04
330 * * 0.10 0.000 0.014 0.2477 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.45E-04
331 * * 0.00 0.000 0.011 0.2477 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.39E-03
332 * * 0.00 0.000 0.011 0.2477 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.80E-03
333 * * 0.10 0.000 0.011 0.2477 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.94E-03
334 * * 0.00 0.000 0.012 0.2477 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.06E-03
335 * * 0.00 0.000 0.013 0.2477 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.25E-03
336 * * 0.00 0.000 0.017 0.2477 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.56E-03
337 * * 0.00 0.000 0.000 0.2477 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.94E-03
338 * * 0.00 0.000 0.020 0.2477 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.36E-03
339 * * 0.00 0.000 0.017 0.2477 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.78E-03
340 * * 0.00 0.000 0.020 0.2477 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.14E-03
341 * 0.00 0.000 0.020 0.2477 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.43E-03
342 * 0.00 0.045 0.006 0.2898 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.62E-03
Page 63 of 128
343 * 0.00 0.077 0.001 0.3238 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.58E-03
344 * 0.00 0.000 0.000 0.3238 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.48E-03
345 * * 0.30 0.000 0.018 0.3238 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.39E-03
346 * * 0.00 0.000 0.010 0.3238 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.30E-03
347 * * 0.00 0.000 0.014 0.3238 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.16E-03
348 * * 0.50 0.000 0.014 0.3238 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.84E-03
349 * * 0.20 0.000 0.012 0.3238 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.46E-03
350 * * 0.00 0.000 0.011 0.3238 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.06E-03
351 * * 0.10 0.000 0.013 0.3238 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.64E-03
352 * * 0.00 0.000 0.016 0.3238 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.23E-03
353 * * 0.00 0.000 0.018 0.3238 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.83E-03
354 * * 0.10 0.000 0.000 0.3238 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.46E-03
355 * * 0.40 0.000 0.000 0.3238 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.12E-03
356 * * 1.00 0.000 0.000 0.3238 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.45E-04
357 * * 0.20 0.000 0.011 0.3238 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.83E-04
358 * * 0.00 0.000 0.009 0.3238 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.83E-04
359 * * 0.50 0.000 0.011 0.3238 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.01E-04
360 * * 0.00 0.000 0.009 0.3238 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
361 * * 0.00 0.000 0.009 0.3238 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
362 * * 0.00 0.000 0.011 0.3238 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
363 * * 0.00 0.000 0.010 0.3238 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.56E-05
364 * * 0.00 0.000 0.011 0.3238 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.10E-04
365 * * 0.00 0.000 0.007 0.3238 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.17E-03
* = Frozen (air or soil)
inches cubic feet percent
Precipitation 18.40 4,675,440.0 100.00
Runoff 1.637 415,897.8 8.90
Evapotranspiration 10.678 2,713,153.8 58.03
Percolation/Leakage through Layer 2 4.574515 1,162,384.4 24.86
Average Head on Top of Layer 2 0.0970 ------
Percolation/Leakage through Layer 12 0.190615 48,435.2 1.04
Annual Totals for Year 5
Page 64 of 128
Change in Water Storage 5.8951 1,497,953.3 32.04
Soil Water at Start of Year 229.4508 #########1247.02
Soil Water at End of Year 234.2969 #########1273.35
Snow Water at Start of Year 2.0349 517,073.9 11.06
Snow Water at End of Year 3.0840 783,648.5 16.76
Annual Water Budget Balance 0.0000 0.0000 0.00
Page 65 of 128
Daily Output for Year 6
Column key:Head #1: drainage from Layer 2
Title:Long Valley Landfill
Simulated On:Leak #1: leakage thru Layer 2 Leak #2: leakage thru Layer 12
Day Rain Runoff ET
Evap. Zone
Water Head #1 Drain #1 Leak #1 Head #2 Drain #2 Leak #2
Air Soil (inches)(inches)(inches)(in/in)(inches)(inches)(inches)(inches)(inches)(inches)
1 * * 0.00 0.000 0.014 0.3238 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.67E-03
2 * * 0.00 0.000 0.019 0.3238 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.04E-03
3 * * 0.00 0.000 0.023 0.3238 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.12E-03
4 * * 0.00 0.000 0.025 0.3238 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.09E-03
5 * * 0.00 0.000 0.026 0.3238 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.97E-03
6 * * 0.10 0.000 0.000 0.3238 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.82E-03
7 * * 0.20 0.000 0.017 0.3238 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.68E-03
8 * * 0.10 0.000 0.014 0.3238 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.56E-03
9 * * 0.00 0.000 0.015 0.3238 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.51E-03
10 * * 0.00 0.000 0.012 0.3238 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.52E-03
11 * * 0.00 0.000 0.013 0.3238 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.50E-03
12 * * 0.00 0.000 0.018 0.3238 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.54E-03
13 * * 0.00 0.000 0.019 0.3238 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.93E-03
14 * * 0.00 0.000 0.020 0.3238 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.38E-03
15 * * 0.30 0.000 0.000 0.3238 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.75E-03
16 * * 0.00 0.000 0.022 0.3238 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.99E-03
17 * * 0.00 0.000 0.021 0.3238 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.13E-03
18 * * 0.00 0.000 0.022 0.3238 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.19E-03
19 * * 0.10 0.000 0.000 0.3238 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.22E-03
20 * * 0.20 0.000 0.017 0.3238 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.23E-03
21 * * 0.00 0.000 0.018 0.3238 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.25E-03
22 * * 0.00 0.000 0.024 0.3238 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.29E-03
23 * * 0.00 0.000 0.026 0.3238 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.34E-03
24 * * 0.30 0.000 0.022 0.3238 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.40E-03
25 * * 0.50 0.000 0.015 0.3238 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.45E-03
26 * * 0.00 0.000 0.015 0.3238 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.49E-03
27 * * 0.00 0.000 0.021 0.3238 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.49E-03
7/19/2024 11:05
Freezing Status*
Page 66 of 128
28 * 0.00 0.000 0.028 0.3238 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.46E-03
29 * 0.00 0.000 0.032 0.3238 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.39E-03
30 * 0.10 0.029 0.000 0.3412 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.27E-03
31 * * 0.10 0.004 0.018 0.3438 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.12E-03
32 * * 0.00 0.000 0.017 0.3438 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.92E-03
33 * * 0.00 0.000 0.013 0.3438 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.69E-03
34 * * 0.00 0.000 0.011 0.3438 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.45E-03
35 * * 0.00 0.000 0.014 0.3438 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.18E-03
36 * * 0.00 0.000 0.017 0.3438 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.92E-03
37 * * 0.00 0.000 0.021 0.3438 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.65E-03
38 * * 0.00 0.000 0.025 0.3438 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.40E-03
39 * * 0.00 0.000 0.026 0.3438 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.17E-03
40 * * 0.00 0.000 0.028 0.3438 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.65E-04
41 * * 0.00 0.000 0.028 0.3438 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.85E-04
42 * 0.00 0.000 0.028 0.3438 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.34E-04
43 * 0.00 0.142 0.005 0.3609 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.13E-04
44 * * 0.00 0.021 0.022 0.3637 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.21E-04
45 * * 0.00 0.000 0.027 0.3637 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.58E-04
46 * * 0.00 0.000 0.027 0.3637 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.21E-04
47 * 0.00 0.000 0.031 0.3637 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.09E-04
48 * * 0.00 0.000 0.029 0.3637 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.20E-04
49 * * 0.10 0.000 0.026 0.3637 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.53E-04
50 * * 0.00 0.000 0.025 0.3637 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.05E-04
51 * * 0.00 0.000 0.028 0.3637 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.76E-04
52 * * 0.00 0.000 0.027 0.3637 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.65E-04
53 * * 0.40 0.000 0.024 0.3637 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.70E-04
54 * * 0.00 0.000 0.020 0.3637 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.90E-04
55 * * 0.00 0.000 0.021 0.3637 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.25E-04
56 * * 0.00 0.000 0.030 0.3637 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.07E-03
57 * 0.00 0.000 0.029 0.3637 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.23E-03
58 * 0.00 0.015 0.031 0.3637 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.40E-03
59 * 0.00 0.132 0.008 0.3746 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.57E-03
60 * 0.00 0.060 0.019 0.3787 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.75E-03
61 * 0.00 0.306 0.000 0.3904 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.93E-03
62 * 0.00 0.252 0.000 0.3999 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.10E-03
Page 67 of 128
63 * 0.00 0.359 0.000 0.4076 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.27E-03
64 * 0.00 0.334 0.000 0.4139 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.44E-03
65 * 0.00 0.478 0.000 0.4203 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.59E-03
66 * 0.30 0.284 0.000 0.4245 0.0004 0.0000 4.63E-03 0.0000 0.0000 2.74E-03
67 * * 0.20 0.000 0.027 0.4245 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.87E-03
68 * * 0.00 0.000 0.026 0.4245 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.85E-03
69 * * 0.00 0.000 0.030 0.4245 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.12E-04
70 * 0.00 0.080 0.023 0.4245 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.49E-03
71 * 0.00 0.316 0.000 0.4245 0.0083 0.0000 1.53E-02 0.0000 0.0000 4.62E-03
72 * 0.00 0.212 0.005 0.4245 0.0055 0.0000 1.02E-02 0.0000 0.0000 4.26E-03
73 * 0.00 0.213 0.005 0.4245 0.0054 0.0000 9.93E-03 0.0000 0.0000 3.56E-03
74 * 0.20 0.339 0.000 0.4245 0.0082 0.0000 1.52E-02 0.0000 0.0000 3.00E-03
75 * * 0.00 0.000 0.032 0.4245 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.73E-03
76 * 0.00 0.000 0.035 0.4245 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.73E-03
77 * 0.00 0.250 0.000 0.4245 0.0082 0.0000 1.52E-02 0.0000 0.0000 3.68E-03
78 * * 0.00 0.000 0.033 0.4245 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.16E-03
79 * * 0.00 0.000 0.035 0.4245 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.13E-03
80 * 0.00 0.527 0.000 0.4245 0.0084 0.0000 1.55E-02 0.0000 0.0000 5.63E-03
81 * 0.00 0.055 0.045 0.4245 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.04E-03
82 * * 0.10 0.000 0.042 0.4245 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.61E-03
83 * * 0.10 0.000 0.036 0.4245 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.60E-03
84 * * 0.10 0.000 0.029 0.4245 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.79E-03
85 * * 0.00 0.000 0.042 0.4245 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.01E-03
86 * * 0.20 0.000 0.030 0.4245 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.57E-03
87 * * 0.00 0.000 0.036 0.4245 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.54E-03
88 * 0.10 0.268 0.000 0.4245 0.0082 0.0000 1.52E-02 0.0000 0.0000 3.40E-03
89 * * 0.10 0.000 0.032 0.4245 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.10E-04
90 * * 0.00 0.000 0.051 0.4245 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.31E-03
91 * * 0.00 0.000 0.079 0.4245 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.21E-03
92 * * 0.00 0.000 0.040 0.4245 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.68E-03
93 * 0.00 0.000 0.000 0.4245 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.98E-03
94 * 0.00 0.000 0.000 0.4245 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.58E-03
95 * 0.00 0.000 0.000 0.4245 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.52E-03
96 * 0.00 0.000 0.000 0.4245 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.61E-03
97 * 0.00 0.000 0.000 0.4245 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.79E-03
Page 68 of 128
98 * 0.00 0.000 0.000 0.4245 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.52E-03
99 0.00 0.000 0.122 0.3493 1.6945 0.0000 1.03E-01 0.0000 0.0000 5.13E-03
100 0.00 0.000 0.117 0.2662 1.4895 0.0000 1.33E-01 0.0000 0.0000 6.13E-03
101 0.00 0.000 0.084 0.1958 0.7894 0.0000 1.28E-01 0.0000 0.0000 6.31E-03
102 0.00 0.000 0.081 0.1400 0.1821 0.0000 8.60E-02 0.0000 0.0000 5.26E-03
103 0.00 0.000 0.072 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.27E-03
104 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.61E-03
105 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.11E-03
106 * 0.20 0.000 0.068 0.1226 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.90E-03
107 * 0.00 0.000 0.068 0.1291 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.86E-03
108 0.00 0.000 0.050 0.1210 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.37E-03
109 * 0.00 0.000 0.011 0.1173 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.36E-03
110 0.00 0.000 0.003 0.1163 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.67E-03
111 0.00 0.000 0.001 0.1161 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.20E-03
112 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.46E-03
113 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.92E-03
114 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.82E-03
115 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.34E-03
116 0.40 0.000 0.030 0.2392 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.35E-03
117 * 0.10 0.000 0.118 0.2301 0.0105 0.0000 9.68E-03 0.0000 0.0000 5.97E-03
118 0.10 0.000 0.038 0.2428 0.0167 0.0000 2.41E-02 0.0000 0.0000 4.36E-03
119 * 0.70 0.000 0.059 0.2358 0.0352 0.0000 4.08E-02 0.0000 0.0000 3.61E-03
120 0.10 0.000 0.000 0.2780 0.0965 0.0000 7.70E-02 0.0000 0.0000 4.38E-03
121 0.00 0.000 0.043 0.3839 0.7809 0.0000 1.28E-01 0.0000 0.0000 5.72E-03
122 0.00 0.000 0.133 0.3048 1.6015 0.0000 1.33E-01 0.0000 0.0000 6.29E-03
123 0.00 0.000 0.082 0.2342 1.0402 0.0000 1.30E-01 0.0000 0.0000 9.35E-03
124 0.00 0.000 0.089 0.1627 0.4230 0.0000 1.25E-01 0.0000 0.0000 9.13E-03
125 0.00 0.000 0.098 0.1260 0.0227 0.0000 1.17E-02 0.0000 0.0000 8.99E-03
126 0.00 0.000 0.030 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.81E-03
127 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.53E-03
128 0.40 0.000 0.110 0.2126 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.88E-03
129 0.30 0.000 0.093 0.2713 0.0485 0.0000 3.09E-02 0.0000 0.0000 6.91E-03
130 0.50 0.000 0.190 0.3329 0.3622 0.0000 1.25E-01 0.0000 0.0000 8.38E-03
131 0.00 0.000 0.157 0.2377 0.8742 0.0000 1.28E-01 0.0000 0.0000 7.58E-03
132 0.00 0.000 0.164 0.1415 0.3672 0.0000 1.25E-01 0.0000 0.0000 7.82E-03
Page 69 of 128
133 0.00 0.000 0.072 0.1175 0.0005 0.0000 0.00E+00 0.0000 0.0000 7.48E-03
134 0.00 0.000 0.004 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.98E-03
135 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.72E-03
136 0.10 0.000 0.050 0.1326 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.11E-03
137 0.10 0.000 0.040 0.1525 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.38E-03
138 0.10 0.000 0.047 0.1702 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.05E-03
139 0.00 0.000 0.041 0.1564 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.82E-03
140 0.00 0.000 0.040 0.1429 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.51E-03
141 0.00 0.000 0.037 0.1308 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.04E-03
142 0.00 0.000 0.034 0.1195 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.39E-03
143 0.00 0.000 0.009 0.1166 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.54E-03
144 0.00 0.000 0.002 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.53E-03
145 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.39E-03
146 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.14E-03
147 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.81E-03
148 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.44E-03
149 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.04E-03
150 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.65E-03
151 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.27E-03
152 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.92E-03
153 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.62E-03
154 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.37E-03
155 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.18E-03
156 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.06E-03
157 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.00E-03
158 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.02E-03
159 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.11E-03
160 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.25E-03
161 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.96E-04
162 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.78E-03
163 0.10 0.000 0.014 0.1445 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.80E-03
164 0.00 0.000 0.012 0.1405 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.39E-03
165 0.00 0.000 0.015 0.1355 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.06E-03
166 0.00 0.000 0.015 0.1305 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.04E-03
167 0.00 0.000 0.015 0.1256 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.79E-03
Page 70 of 128
168 0.00 0.000 0.015 0.1205 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.67E-03
169 0.00 0.000 0.012 0.1165 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.80E-03
170 0.00 0.000 0.001 0.1161 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.18E-03
171 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.74E-03
172 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.06E-03
173 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.73E-03
174 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.18E-03
175 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.19E-03
176 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.87E-03
177 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.33E-03
178 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.63E-03
179 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.82E-03
180 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.91E-03
181 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.90E-03
182 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.01E-02
183 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.03E-02
184 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.04E-02
185 0.20 0.000 0.013 0.1782 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.02E-02
186 0.00 0.000 0.013 0.1740 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.90E-03
187 0.00 0.000 0.014 0.1694 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.01E-02
188 0.00 0.000 0.015 0.1643 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.04E-02
189 0.00 0.000 0.016 0.1589 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.08E-02
190 0.00 0.000 0.018 0.1530 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.10E-02
191 0.00 0.000 0.018 0.1471 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.12E-02
192 0.00 0.000 0.020 0.1406 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.13E-02
193 0.00 0.000 0.020 0.1338 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.14E-02
194 0.00 0.000 0.021 0.1269 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.12E-02
195 0.00 0.000 0.018 0.1209 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.09E-02
196 0.00 0.000 0.011 0.1172 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.06E-02
197 0.00 0.000 0.004 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.04E-02
198 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.02E-02
199 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.01E-02
200 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.02E-02
201 0.30 0.000 0.023 0.2084 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.02E-02
202 0.00 0.000 0.018 0.2023 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.04E-02
Page 71 of 128
203 0.00 0.000 0.026 0.1935 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.06E-02
204 0.10 0.000 0.029 0.2171 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.06E-02
205 0.00 0.000 0.029 0.2073 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.06E-02
206 0.00 0.000 0.023 0.1996 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.06E-02
207 0.00 0.000 0.033 0.1888 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.05E-02
208 0.00 0.000 0.036 0.1768 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.17E-02
209 0.00 0.000 0.040 0.1634 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.10E-02
210 0.00 0.000 0.045 0.1483 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.26E-03
211 0.00 0.000 0.049 0.1320 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.74E-03
212 0.00 0.000 0.034 0.1207 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.91E-03
213 0.10 0.000 0.043 0.1398 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.40E-03
214 0.00 0.000 0.024 0.1319 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.96E-03
215 0.00 0.000 0.036 0.1199 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.05E-02
216 0.00 0.000 0.009 0.1170 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.08E-02
217 0.10 0.000 0.033 0.1394 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.10E-02
218 0.20 0.000 0.048 0.1903 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.10E-02
219 0.00 0.000 0.062 0.1695 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.06E-02
220 0.00 0.000 0.069 0.1465 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.02E-02
221 0.00 0.000 0.054 0.1286 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.03E-02
222 0.00 0.000 0.035 0.1169 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.03E-02
223 0.00 0.000 0.003 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.00E-02
224 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.44E-03
225 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.77E-03
226 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.15E-03
227 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.61E-03
228 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.18E-03
229 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.87E-03
230 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.67E-03
231 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.57E-03
232 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.54E-03
233 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.46E-03
234 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.71E-03
235 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.17E-03
236 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.68E-03
237 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.17E-03
Page 72 of 128
238 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.57E-03
239 0.20 0.000 0.031 0.1724 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.86E-03
240 0.00 0.000 0.045 0.1574 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.04E-03
241 0.00 0.000 0.052 0.1401 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.11E-03
242 0.00 0.000 0.052 0.1228 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.09E-03
243 0.00 0.000 0.017 0.1171 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.99E-03
244 0.50 0.000 0.084 0.2557 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.82E-03
245 0.10 0.000 0.096 0.2361 0.1612 0.0000 6.23E-02 0.0000 0.0000 8.62E-03
246 0.10 0.000 0.176 0.1866 0.1360 0.0000 7.21E-02 0.0000 0.0000 8.38E-03
247 0.10 0.000 0.082 0.1928 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.13E-03
248 0.10 0.000 0.130 0.1828 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.88E-03
249 0.00 0.000 0.120 0.1430 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.62E-03
250 0.00 0.000 0.079 0.1167 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.38E-03
251 0.00 0.000 0.001 0.1162 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.16E-03
252 0.00 0.000 0.001 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.95E-03
253 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.76E-03
254 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.58E-03
255 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.30E-03
256 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.18E-03
257 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.26E-03
258 0.10 0.000 0.042 0.1352 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.28E-03
259 0.00 0.000 0.027 0.1261 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.21E-03
260 0.00 0.000 0.024 0.1182 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.29E-03
261 0.00 0.000 0.005 0.1166 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.43E-03
262 0.00 0.000 0.001 0.1161 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.52E-03
263 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.52E-03
264 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.40E-03
265 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.21E-03
266 1.60 0.440 0.083 0.4630 0.7500 0.0000 3.57E-02 0.0000 0.0000 6.47E-03
267 0.20 0.188 0.091 0.3900 2.6478 0.0000 1.40E-01 0.0000 0.0000 4.36E-03
268 0.00 0.000 0.093 0.3142 1.8131 0.0000 1.35E-01 0.0000 0.0000 5.36E-03
269 0.00 0.000 0.134 0.2264 1.0857 0.0000 1.30E-01 0.0000 0.0000 5.45E-03
270 0.00 0.000 0.141 0.1393 0.3912 0.0000 1.20E-01 0.0000 0.0000 7.42E-03
271 0.00 0.000 0.070 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.47E-03
272 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.16E-03
Page 73 of 128
273 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.25E-03
274 0.10 0.000 0.072 0.1254 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.72E-03
275 0.00 0.000 0.023 0.1177 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.07E-03
276 0.00 0.000 0.004 0.1163 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.99E-03
277 0.10 0.000 0.042 0.1358 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.16E-03
278 0.00 0.000 0.012 0.1317 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.11E-03
279 0.00 0.000 0.033 0.1207 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.33E-03
280 0.00 0.000 0.012 0.1169 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.07E-02
281 0.00 0.000 0.002 0.1161 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.06E-02
282 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.39E-03
283 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.67E-03
284 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.02E-03
285 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.83E-03
286 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.26E-03
287 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.30E-03
288 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.83E-03
289 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.67E-03
290 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.63E-03
291 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.54E-03
292 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.29E-03
293 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.80E-03
294 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.03E-03
295 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.95E-03
296 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.61E-03
297 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.29E-03
298 0.20 0.000 0.019 0.1763 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.77E-03
299 0.00 0.000 0.017 0.1705 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.45E-03
300 0.00 0.000 0.019 0.1642 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.59E-03
301 0.00 0.000 0.018 0.1581 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.77E-03
302 0.00 0.000 0.018 0.1520 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.49E-03
303 0.00 0.000 0.018 0.1460 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.72E-03
304 0.10 0.000 0.028 0.1699 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.79E-03
305 0.00 0.000 0.018 0.1639 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.62E-03
306 0.00 0.000 0.018 0.1580 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.36E-03
307 0.00 0.000 0.017 0.1523 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.20E-03
Page 74 of 128
308 0.00 0.000 0.018 0.1464 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.26E-03
309 0.00 0.000 0.017 0.1407 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.57E-03
310 0.00 0.000 0.016 0.1353 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.12E-03
311 0.00 0.000 0.016 0.1299 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.81E-03
312 0.00 0.000 0.014 0.1254 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.79E-03
313 0.00 0.000 0.016 0.1201 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.59E-03
314 0.00 0.000 0.010 0.1167 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.94E-03
315 0.00 0.000 0.002 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.05E-03
316 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.06E-03
317 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.04E-03
318 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.05E-03
319 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.09E-03
320 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.16E-03
321 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.25E-03
322 * 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.36E-03
323 * 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.46E-03
324 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.54E-03
325 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.60E-03
326 0.70 0.000 0.021 0.3422 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.61E-03
327 * 0.10 0.000 0.019 0.3051 1.2321 0.0000 1.31E-01 0.0000 0.0000 8.59E-03
328 * 0.10 0.000 0.020 0.2690 0.8347 0.0000 1.28E-01 0.0000 0.0000 8.53E-03
329 * 0.00 0.000 0.023 0.2387 0.2433 0.0000 1.11E-01 0.0000 0.0000 8.43E-03
330 * 0.00 0.000 0.020 0.2441 0.0012 0.0000 3.47E-03 0.0000 0.0000 8.29E-03
331 * 0.00 0.000 0.028 0.2462 0.0060 0.0000 5.57E-03 0.0000 0.0000 8.13E-03
332 * 0.40 0.000 0.016 0.2480 0.0083 0.0000 1.43E-02 0.0000 0.0000 7.94E-03
333 * 0.50 0.000 0.015 0.2494 0.0101 0.0000 1.55E-02 0.0000 0.0000 7.73E-03
334 * 0.10 0.000 0.011 0.2507 0.0170 0.0000 1.58E-02 0.0000 0.0000 7.51E-03
335 * 0.00 0.000 0.009 0.2509 0.0101 0.0000 1.91E-02 0.0000 0.0000 7.28E-03
336 * * 0.00 0.000 0.012 0.2507 0.0005 0.0000 4.25E-04 0.0000 0.0000 7.05E-03
337 * * 0.00 0.000 0.011 0.2507 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.82E-03
338 * * 0.00 0.000 0.012 0.2507 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.61E-03
339 * * 0.00 0.000 0.016 0.2507 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.40E-03
340 * * 0.00 0.000 0.013 0.2507 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.21E-03
341 * * 0.00 0.000 0.015 0.2507 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.04E-03
342 * * 0.00 0.000 0.009 0.2507 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.06E-03
Page 75 of 128
343 * * 0.00 0.000 0.014 0.2507 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.91E-03
344 * 0.00 0.000 0.000 0.2507 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.61E-03
345 * 0.00 0.000 0.020 0.2507 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.45E-03
346 * * 0.10 0.000 0.019 0.2507 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.04E-03
347 * * 0.00 0.000 0.017 0.2507 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.11E-03
348 * * 0.00 0.000 0.017 0.2507 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.46E-03
349 * 0.00 0.062 0.000 0.3178 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.96E-03
350 * 0.10 0.193 0.000 0.3629 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.50E-03
351 * * 0.60 0.000 0.019 0.3629 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.03E-03
352 * * 0.00 0.000 0.009 0.3629 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.50E-03
353 * * 0.00 0.000 0.008 0.3629 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.91E-03
354 * * 0.10 0.000 0.000 0.3629 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.23E-03
355 * * 0.00 0.000 0.018 0.3629 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.49E-03
356 * * 0.00 0.000 0.018 0.3629 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.68E-03
357 * * 0.20 0.000 0.000 0.3629 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.82E-03
358 * * 0.00 0.000 0.015 0.3629 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.92E-03
359 * * 0.30 0.000 0.000 0.3629 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.98E-03
360 * * 0.10 0.000 0.009 0.3629 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.03E-03
361 * * 0.00 0.000 0.008 0.3629 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.76E-03
362 * * 0.00 0.000 0.014 0.3629 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.41E-03
363 * * 0.10 0.000 0.000 0.3629 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.31E-03
364 * * 0.00 0.000 0.016 0.3629 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.27E-03
365 * * 0.00 0.000 0.018 0.3629 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.28E-03
* = Frozen (air or soil)
inches cubic feet percent
Precipitation 15.10 3,836,910.0 100.00
Runoff 5.560 1,412,836.5 36.82
Evapotranspiration 8.178 2,077,928.3 54.16
Percolation/Leakage through Layer 2 2.778709 706,070.0 18.40
Average Head on Top of Layer 2 0.0527 ------
Percolation/Leakage through Layer 12 2.104905 534,856.4 13.94
Annual Totals for Year 6
Page 76 of 128
Change in Water Storage -0.7427 -188,711.2 -4.92
Soil Water at Start of Year 234.2969 #########1551.63
Soil Water at End of Year 235.0878 #########1556.87
Snow Water at Start of Year 3.0840 783,648.5 20.42
Snow Water at End of Year 1.5504 393,965.6 10.27
Annual Water Budget Balance 0.0000 0.0000 0.00
Page 77 of 128
Daily Output for Year 7
Column key:Head #1: drainage from Layer 2
Title:Long Valley Landfill
Simulated On:Leak #1: leakage thru Layer 2 Leak #2: leakage thru Layer 12
Day Rain Runoff ET
Evap. Zone
Water Head #1 Drain #1 Leak #1 Head #2 Drain #2 Leak #2
Air Soil (inches)(inches)(inches)(in/in)(inches)(inches)(inches)(inches)(inches)(inches)
1 * * 0.00 0.000 0.020 0.3629 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.34E-03
2 * * 0.00 0.000 0.024 0.3629 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.42E-03
3 * * 0.00 0.000 0.023 0.3629 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.22E-03
4 * * 0.10 0.000 0.000 0.3629 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.39E-03
5 * * 0.30 0.000 0.020 0.3629 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.85E-03
6 * * 0.00 0.000 0.012 0.3629 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.62E-03
7 * * 0.00 0.000 0.016 0.3629 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.03E-02
8 * 0.20 0.024 0.000 0.3760 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.06E-02
9 * 0.20 0.165 0.000 0.3924 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.07E-02
10 * * 0.00 0.000 0.027 0.3924 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.06E-02
11 * * 0.50 0.000 0.027 0.3924 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.05E-02
12 * * 0.30 0.000 0.025 0.3924 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.04E-02
13 * * 0.00 0.000 0.025 0.3924 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.04E-02
14 * * 0.00 0.000 0.022 0.3924 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.06E-02
15 * * 0.10 0.000 0.023 0.3924 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.09E-02
16 * * 0.00 0.000 0.017 0.3924 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.13E-02
17 * * 0.00 0.000 0.019 0.3924 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.17E-02
18 * * 0.00 0.000 0.019 0.3924 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.01E-02
19 * * 0.10 0.000 0.000 0.3924 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.23E-02
20 * * 0.10 0.000 0.000 0.3924 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.40E-02
21 * * 0.40 0.000 0.017 0.3924 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.49E-02
22 * * 0.10 0.000 0.019 0.3924 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.51E-02
23 * * 0.20 0.000 0.000 0.3924 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.49E-02
24 * * 0.00 0.000 0.016 0.3924 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.43E-02
25 * * 0.10 0.000 0.010 0.3924 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.37E-02
26 * * 0.00 0.000 0.011 0.3924 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.29E-02
27 * * 0.00 0.000 0.010 0.3924 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.23E-02
7/19/2024 11:05
Freezing Status*
Page 78 of 128
28 * * 0.00 0.000 0.018 0.3924 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.21E-02
29 * * 0.00 0.000 0.000 0.3924 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.21E-02
30 * * 0.00 0.000 0.025 0.3924 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.22E-02
31 * * 0.00 0.000 0.025 0.3924 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.23E-02
32 * 0.00 0.000 0.029 0.3924 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.24E-02
33 * 0.00 0.000 0.030 0.3924 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.25E-02
34 * * 0.00 0.000 0.027 0.3924 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.25E-02
35 * 0.00 0.002 0.029 0.3924 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.25E-02
36 * * 0.00 0.000 0.025 0.3924 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.17E-02
37 * * 0.00 0.000 0.027 0.3924 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.37E-02
38 * 0.00 0.036 0.026 0.3925 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.10E-02
39 * 0.00 0.338 0.000 0.4044 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.14E-02
40 * 0.00 0.548 0.000 0.4141 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.27E-02
41 * 0.00 0.671 0.000 0.4218 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.33E-02
42 * * 0.10 0.000 0.027 0.4218 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.35E-02
43 * * 0.00 0.000 0.028 0.4218 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.34E-02
44 * * 0.00 0.000 0.028 0.4218 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.31E-02
45 * * 0.00 0.000 0.024 0.4218 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.27E-02
46 * * 0.00 0.000 0.029 0.4218 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.23E-02
47 * * 0.00 0.000 0.029 0.4218 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.19E-02
48 * 0.00 0.000 0.029 0.4218 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.15E-02
49 * 0.00 0.050 0.022 0.4218 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.12E-02
50 * 0.10 0.145 0.000 0.4245 0.0000 0.0000 8.20E-03 0.0000 0.0000 1.09E-02
51 * 0.00 0.000 0.028 0.4245 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.06E-02
52 * 0.00 0.473 0.000 0.4245 0.0084 0.0000 1.54E-02 0.0000 0.0000 1.04E-02
53 * * 0.40 0.000 0.029 0.4245 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.04E-02
54 * * 0.20 0.000 0.018 0.4245 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.00E-02
55 * * 0.00 0.000 0.013 0.4245 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.00E-02
56 * * 0.00 0.000 0.014 0.4245 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.00E-02
57 * * 0.00 0.000 0.015 0.4245 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.00E-02
58 * * 0.20 0.000 0.000 0.4245 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.02E-02
59 * * 0.00 0.000 0.020 0.4245 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.08E-02
60 * * 0.00 0.000 0.020 0.4245 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.56E-03
61 * * 0.00 0.000 0.023 0.4245 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.44E-03
62 * * 0.00 0.000 0.025 0.4245 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.72E-03
Page 79 of 128
63 * 0.00 0.000 0.029 0.4245 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.02E-02
64 * * 0.20 0.000 0.000 0.4245 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.04E-02
65 * * 0.00 0.000 0.021 0.4245 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.06E-02
66 * * 0.10 0.000 0.000 0.4245 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.07E-02
67 * 0.00 0.293 0.000 0.4245 0.0082 0.0000 1.52E-02 0.0000 0.0000 1.08E-02
68 * 0.00 0.132 0.015 0.4245 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.08E-02
69 * 0.00 0.495 0.000 0.4245 0.0084 0.0000 1.55E-02 0.0000 0.0000 1.08E-02
70 * 0.00 0.356 0.000 0.4245 0.0082 0.0000 1.51E-02 0.0000 0.0000 1.07E-02
71 * * 0.00 0.000 0.032 0.4245 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.07E-02
72 * 0.00 0.294 0.037 0.4245 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.07E-02
73 * 0.00 0.000 0.059 0.4245 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.06E-02
74 * 0.00 0.000 0.000 0.4245 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.06E-02
75 0.00 0.000 0.052 0.3725 1.7491 0.0000 1.04E-01 0.0000 0.0000 1.06E-02
76 0.00 0.000 0.088 0.2982 1.7835 0.0000 1.35E-01 0.0000 0.0000 1.05E-02
77 0.00 0.000 0.104 0.2202 1.0704 0.0000 1.30E-01 0.0000 0.0000 1.05E-02
78 0.00 0.000 0.107 0.1430 0.3952 0.0000 1.25E-01 0.0000 0.0000 1.05E-02
79 0.00 0.000 0.081 0.1160 0.0083 0.0000 0.00E+00 0.0000 0.0000 1.05E-02
80 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.05E-02
81 0.20 0.000 0.038 0.1701 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.05E-02
82 0.60 0.000 0.048 0.3436 0.0573 0.0000 3.10E-02 0.0000 0.0000 1.07E-02
83 0.10 0.000 0.051 0.3164 1.1704 0.0000 1.30E-01 0.0000 0.0000 1.04E-02
84 0.20 0.000 0.081 0.3126 1.1021 0.0000 1.30E-01 0.0000 0.0000 1.04E-02
85 * 0.00 0.000 0.071 0.2466 0.6844 0.0000 1.27E-01 0.0000 0.0000 1.05E-02
86 0.30 0.000 0.108 0.2692 0.1793 0.0000 1.24E-01 0.0000 0.0000 1.11E-02
87 * 0.00 0.000 0.064 0.2230 0.1105 0.0000 7.52E-02 0.0000 0.0000 1.13E-02
88 0.00 0.000 0.062 0.1976 0.0081 0.0000 1.44E-02 0.0000 0.0000 1.07E-02
89 0.20 0.000 0.059 0.2434 0.0022 0.0000 3.54E-03 0.0000 0.0000 9.87E-03
90 0.30 0.000 0.055 0.2937 0.2579 0.0000 9.36E-02 0.0000 0.0000 9.04E-03
91 0.00 0.000 0.061 0.2316 0.4256 0.0000 1.25E-01 0.0000 0.0000 1.01E-02
92 0.10 0.000 0.125 0.2053 0.0711 0.0000 5.43E-02 0.0000 0.0000 1.37E-02
93 0.10 0.000 0.094 0.2074 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.39E-02
94 * 0.00 0.000 0.063 0.1863 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.63E-03
95 * 0.00 0.000 0.111 0.1493 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.47E-03
96 0.00 0.000 0.069 0.1263 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.32E-03
97 0.00 0.000 0.031 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.01E-02
Page 80 of 128
98 0.10 0.000 0.062 0.1288 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.04E-02
99 * 0.00 0.000 0.025 0.1205 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.89E-03
100 0.00 0.000 0.010 0.1171 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.66E-03
101 0.00 0.000 0.003 0.1163 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.94E-03
102 0.00 0.000 0.001 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.05E-02
103 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.11E-02
104 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.16E-02
105 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.21E-02
106 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.24E-02
107 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.26E-02
108 0.20 0.000 0.030 0.1727 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.26E-02
109 0.00 0.000 0.036 0.1606 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.25E-02
110 0.10 0.000 0.045 0.1789 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.23E-02
111 0.00 0.000 0.035 0.1671 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.20E-02
112 0.00 0.000 0.032 0.1564 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.17E-02
113 0.00 0.000 0.029 0.1466 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.13E-02
114 0.00 0.000 0.028 0.1373 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.09E-02
115 * 0.00 0.000 0.028 0.1280 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.05E-02
116 0.00 0.000 0.027 0.1191 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.01E-02
117 * 0.00 0.000 0.007 0.1167 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.68E-03
118 * 0.80 0.000 0.047 0.1233 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.30E-03
119 * 0.00 0.000 0.063 0.1298 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.94E-03
120 * 0.00 0.000 0.059 0.1364 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.62E-03
121 0.00 0.000 0.027 0.3182 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.33E-03
122 0.00 0.000 0.157 0.2236 0.7329 0.0000 1.27E-01 0.0000 0.0000 8.08E-03
123 0.00 0.000 0.140 0.1353 0.3709 0.0000 1.25E-01 0.0000 0.0000 7.86E-03
124 0.00 0.000 0.058 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.53E-03
125 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.70E-03
126 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.56E-03
127 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.46E-03
128 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.32E-03
129 0.20 0.000 0.025 0.1742 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.07E-03
130 0.30 0.000 0.039 0.2613 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.43E-03
131 0.00 0.000 0.162 0.2020 0.0124 0.0000 1.57E-02 0.0000 0.0000 6.97E-03
132 0.00 0.000 0.034 0.1874 0.0060 0.0000 9.49E-03 0.0000 0.0000 6.55E-03
Page 81 of 128
133 0.00 0.000 0.032 0.1767 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.48E-03
134 0.00 0.000 0.030 0.1666 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.00E-02
135 0.00 0.000 0.029 0.1569 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.11E-02
136 0.00 0.000 0.028 0.1477 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.51E-03
137 * 0.10 0.000 0.071 0.1543 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.00E-03
138 * 0.10 0.000 0.129 0.1478 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.34E-03
139 0.00 0.000 0.025 0.1393 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.49E-03
140 0.00 0.000 0.024 0.1312 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.09E-03
141 0.00 0.000 0.024 0.1233 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.81E-03
142 0.00 0.000 0.022 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.40E-03
143 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.74E-03
144 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.83E-03
145 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.70E-03
146 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.43E-03
147 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.09E-03
148 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.76E-03
149 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.47E-03
150 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.25E-03
151 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.13E-03
152 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.47E-03
153 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.32E-03
154 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.76E-03
155 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.57E-03
156 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.68E-03
157 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.38E-03
158 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.46E-03
159 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.09E-03
160 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.50E-03
161 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.90E-03
162 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.41E-03
163 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.13E-03
164 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.04E-03
165 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.12E-03
166 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.32E-03
167 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.56E-03
Page 82 of 128
168 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.81E-03
169 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.00E-03
170 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.12E-03
171 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.15E-03
172 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.09E-03
173 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.95E-03
174 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.75E-03
175 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.49E-03
176 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.21E-03
177 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.92E-03
178 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.64E-03
179 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.37E-03
180 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.12E-03
181 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.91E-03
182 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.73E-03
183 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.58E-03
184 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.46E-03
185 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.37E-03
186 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.30E-03
187 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.24E-03
188 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.19E-03
189 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.13E-03
190 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.08E-03
191 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.01E-03
192 0.10 0.000 0.013 0.1451 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.50E-03
193 0.30 0.000 0.016 0.2398 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.86E-03
194 0.00 0.000 0.012 0.2318 0.0017 0.0000 1.25E-02 0.0000 0.0000 6.00E-03
195 0.10 0.000 0.020 0.2438 0.0104 0.0000 4.41E-02 0.0000 0.0000 4.97E-03
196 0.00 0.000 0.012 0.2252 0.0376 0.0000 4.37E-02 0.0000 0.0000 3.73E-03
197 0.00 0.000 0.012 0.2181 0.0035 0.0000 8.93E-03 0.0000 0.0000 3.35E-03
198 0.10 0.000 0.020 0.2424 0.0041 0.0000 6.75E-03 0.0000 0.0000 2.23E-03
199 0.00 0.000 0.013 0.2376 0.0015 0.0000 1.17E-03 0.0000 0.0000 3.66E-03
200 0.20 0.000 0.021 0.2663 0.0958 0.0000 9.25E-02 0.0000 0.0000 4.73E-03
201 0.00 0.000 0.015 0.2420 0.0339 0.0000 5.86E-02 0.0000 0.0000 2.90E-03
202 0.00 0.000 0.014 0.2304 0.0062 0.0000 2.03E-02 0.0000 0.0000 3.22E-03
Page 83 of 128
203 0.00 0.000 0.014 0.2217 0.0071 0.0000 1.15E-02 0.0000 0.0000 5.17E-03
204 0.00 0.000 0.016 0.2149 0.0032 0.0000 4.26E-03 0.0000 0.0000 4.21E-03
205 0.00 0.000 0.015 0.2100 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.57E-03
206 1.40 0.549 0.022 0.4630 1.4044 0.0000 7.08E-02 0.0000 0.0000 3.21E-03
207 0.00 0.000 0.136 0.3709 2.5706 0.0000 1.40E-01 0.0000 0.0000 1.91E-03
208 0.00 0.000 0.150 0.2764 1.6239 0.0000 1.34E-01 0.0000 0.0000 2.10E-03
209 0.10 0.000 0.229 0.1905 0.8267 0.0000 1.28E-01 0.0000 0.0000 4.71E-03
210 0.00 0.000 0.159 0.1223 0.1348 0.0000 4.55E-02 0.0000 0.0000 4.79E-03
211 0.00 0.000 0.018 0.1163 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.62E-03
212 0.10 0.000 0.065 0.1280 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.37E-03
213 0.00 0.000 0.028 0.1188 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.70E-03
214 0.00 0.000 0.007 0.1166 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.68E-03
215 0.00 0.000 0.002 0.1161 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.47E-03
216 0.50 0.000 0.065 0.2610 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.77E-03
217 0.30 0.000 0.194 0.2655 0.1488 0.0000 9.29E-02 0.0000 0.0000 9.63E-03
218 1.10 0.146 0.231 0.4630 1.2341 0.0000 1.31E-01 0.0000 0.0000 1.03E-02
219 0.00 0.000 0.216 0.3445 2.4478 0.0000 1.39E-01 0.0000 0.0000 9.64E-03
220 0.00 0.000 0.141 0.2534 1.4169 0.0000 1.32E-01 0.0000 0.0000 8.28E-03
221 0.10 0.000 0.216 0.1723 0.6321 0.0000 1.27E-01 0.0000 0.0000 7.27E-03
222 0.00 0.000 0.143 0.1173 0.0535 0.0000 2.26E-02 0.0000 0.0000 6.63E-03
223 0.10 0.000 0.080 0.1238 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.85E-03
224 0.00 0.000 0.020 0.1173 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.54E-03
225 0.00 0.000 0.003 0.1163 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.81E-03
226 0.10 0.000 0.080 0.1231 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.94E-03
227 0.00 0.000 0.017 0.1176 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.11E-02
228 0.00 0.000 0.004 0.1164 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.20E-02
229 0.00 0.000 0.001 0.1161 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.13E-02
230 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.73E-03
231 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.01E-03
232 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.59E-03
233 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.71E-03
234 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.41E-03
235 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.64E-03
236 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.23E-03
237 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.03E-03
Page 84 of 128
238 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.58E-03
239 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.71E-03
240 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.84E-03
241 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.03E-02
242 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.02E-02
243 0.10 0.000 0.026 0.1407 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.88E-03
244 0.00 0.000 0.018 0.1347 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.50E-03
245 0.00 0.000 0.030 0.1246 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.46E-03
246 0.00 0.000 0.023 0.1167 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.74E-03
247 0.00 0.000 0.002 0.1162 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.01E-02
248 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.03E-02
249 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.04E-02
250 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.05E-02
251 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.05E-02
252 0.30 0.000 0.032 0.2053 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.05E-02
253 0.00 0.000 0.033 0.1944 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.05E-02
254 0.10 0.000 0.043 0.2134 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.05E-02
255 1.00 0.144 0.040 0.4630 1.0274 0.0000 6.82E-02 0.0000 0.0000 1.07E-02
256 0.00 0.000 0.139 0.3702 2.5673 0.0000 1.40E-01 0.0000 0.0000 1.11E-02
257 0.90 0.324 0.158 0.4630 2.4791 0.0000 1.39E-01 0.0000 0.0000 1.14E-02
258 0.20 0.191 0.149 0.3698 2.5656 0.0000 1.40E-01 0.0000 0.0000 1.11E-02
259 0.00 0.000 0.140 0.2786 1.6235 0.0000 1.33E-01 0.0000 0.0000 1.20E-02
260 0.00 0.000 0.141 0.1890 0.8524 0.0000 1.28E-01 0.0000 0.0000 1.26E-02
261 0.00 0.000 0.084 0.1326 0.2083 0.0000 8.51E-02 0.0000 0.0000 1.26E-02
262 0.00 0.000 0.050 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.28E-02
263 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.34E-02
264 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.12E-02
265 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.13E-02
266 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.30E-02
267 * 0.20 0.000 0.096 0.1226 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.50E-02
268 0.00 0.000 0.095 0.1190 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.62E-02
269 0.00 0.000 0.007 0.1166 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.66E-02
270 0.00 0.000 0.001 0.1162 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.63E-02
271 0.10 0.000 0.033 0.1384 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.56E-02
272 0.00 0.000 0.022 0.1312 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.46E-02
Page 85 of 128
273 0.00 0.000 0.032 0.1204 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.36E-02
274 0.10 0.000 0.036 0.1417 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.30E-02
275 * 0.20 0.000 0.029 0.1483 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.27E-02
276 0.00 0.000 0.015 0.1938 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.28E-02
277 0.00 0.000 0.031 0.1834 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.30E-02
278 0.00 0.000 0.031 0.1730 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.34E-02
279 0.00 0.000 0.029 0.1632 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.38E-02
280 0.00 0.000 0.028 0.1538 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.41E-02
281 0.00 0.000 0.027 0.1449 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.44E-02
282 * 0.00 0.000 0.026 0.1363 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.46E-02
283 0.00 0.000 0.025 0.1281 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.52E-02
284 0.00 0.000 0.019 0.1218 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.49E-02
285 0.00 0.000 0.014 0.1172 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.41E-02
286 0.00 0.000 0.004 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.35E-02
287 * 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.34E-02
288 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.35E-02
289 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.42E-02
290 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.48E-02
291 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.51E-02
292 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.49E-02
293 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.44E-02
294 * 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.44E-02
295 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.42E-02
296 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.38E-02
297 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.33E-02
298 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.28E-02
299 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.25E-02
300 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.23E-02
301 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.24E-02
302 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.27E-02
303 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.32E-02
304 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.37E-02
305 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.43E-02
306 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.48E-02
307 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.53E-02
Page 86 of 128
308 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.57E-02
309 0.10 0.000 0.014 0.1446 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.60E-02
310 0.00 0.000 0.010 0.1413 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.61E-02
311 * 0.00 0.000 0.012 0.1374 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.62E-02
312 * 0.00 0.000 0.012 0.1334 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.62E-02
313 0.00 0.000 0.012 0.1295 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.62E-02
314 0.00 0.000 0.012 0.1257 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.61E-02
315 0.00 0.000 0.011 0.1219 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.61E-02
316 0.00 0.000 0.013 0.1177 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.57E-02
317 0.00 0.000 0.004 0.1162 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.53E-02
318 0.00 0.000 0.000 0.1161 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.50E-02
319 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.49E-02
320 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.49E-02
321 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.48E-02
322 * 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.46E-02
323 * 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.41E-02
324 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.38E-02
325 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.35E-02
326 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.34E-02
327 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.29E-02
328 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.23E-02
329 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.17E-02
330 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.16E-02
331 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.19E-02
332 * 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.18E-02
333 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.39E-02
334 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.48E-02
335 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.41E-02
336 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.43E-02
337 * 0.10 0.000 0.028 0.1226 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.49E-02
338 * 0.00 0.000 0.017 0.1291 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.54E-02
339 * 0.00 0.000 0.016 0.1291 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.58E-02
340 * 0.00 0.000 0.000 0.1291 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.64E-02
341 * 0.00 0.000 0.000 0.1291 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.70E-02
342 * 0.00 0.000 0.008 0.1266 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.77E-02
Page 87 of 128
343 0.00 0.000 0.008 0.1241 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.85E-02
344 0.00 0.000 0.008 0.1215 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.93E-02
345 0.00 0.000 0.008 0.1190 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.96E-02
346 0.00 0.000 0.007 0.1167 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.97E-02
347 0.00 0.000 0.002 0.1161 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.96E-02
348 * 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.94E-02
349 * 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.91E-02
350 * 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.93E-02
351 * 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.89E-02
352 * 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.82E-02
353 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.75E-02
354 * 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.69E-02
355 * * 0.10 0.000 0.014 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.65E-02
356 * * 0.00 0.000 0.015 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.61E-02
357 * * 0.00 0.000 0.025 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.59E-02
358 * * 0.00 0.000 0.025 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.56E-02
359 * 0.00 0.000 0.021 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.52E-02
360 * * 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.48E-02
361 * 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.43E-02
362 * 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.37E-02
363 * 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.30E-02
364 * 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.25E-02
365 * 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.23E-02
* = Frozen (air or soil)
inches cubic feet percent
Precipitation 16.10 4,091,010.0 100.00
Runoff 5.374 1,365,475.9 33.38
Evapotranspiration 8.968 2,278,775.3 55.70
Percolation/Leakage through Layer 2 4.049269 1,028,919.4 25.15
Average Head on Top of Layer 2 0.0938 ------
Percolation/Leakage through Layer 12 3.916065 995,072.1 24.32
Annual Totals for Year 7
Page 88 of 128
Change in Water Storage -2.1579 -548,313.3 -13.40
Soil Water at Start of Year 235.0878 #########1460.17
Soil Water at End of Year 234.4804 #########1456.40
Snow Water at Start of Year 1.5504 393,965.6 9.63
Snow Water at End of Year 0.0000 0.0000 0.00
Annual Water Budget Balance 0.0000 0.0000 0.00
Page 89 of 128
Daily Output for Year 8
Column key:Head #1: drainage from Layer 2
Title:Long Valley Landfill
Simulated On:Leak #1: leakage thru Layer 2 Leak #2: leakage thru Layer 12
Day Rain Runoff ET
Evap. Zone
Water Head #1 Drain #1 Leak #1 Head #2 Drain #2 Leak #2
Air Soil (inches)(inches)(inches)(in/in)(inches)(inches)(inches)(inches)(inches)(inches)
1 * * 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.23E-02
2 * * 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.24E-02
3 * * 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.25E-02
4 * 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.27E-02
5 * * 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.34E-02
6 * 0.30 0.057 0.008 0.1943 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.40E-02
7 * * 0.00 0.000 0.000 0.1943 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.45E-02
8 * * 0.00 0.000 0.000 0.1943 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.49E-02
9 * 0.20 0.053 0.008 0.2406 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.53E-02
10 * * 0.50 0.000 0.027 0.2406 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.57E-02
11 * * 0.00 0.000 0.021 0.2406 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.63E-02
12 * * 0.00 0.000 0.023 0.2406 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.69E-02
13 * * 0.00 0.000 0.024 0.2406 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.74E-02
14 * 0.00 0.000 0.028 0.2406 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.78E-02
15 * * 0.00 0.000 0.026 0.2406 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.80E-02
16 * * 0.00 0.000 0.024 0.2406 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.81E-02
17 * * 0.00 0.000 0.026 0.2406 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.82E-02
18 * 0.00 0.000 0.029 0.2406 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.81E-02
19 * 0.00 0.081 0.012 0.2747 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.79E-02
20 * * 0.20 0.000 0.023 0.2747 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.77E-02
21 * * 0.00 0.000 0.012 0.2747 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.74E-02
22 * * 0.00 0.000 0.015 0.2747 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.69E-02
23 * * 0.00 0.000 0.020 0.2747 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.64E-02
24 * * 0.00 0.000 0.023 0.2747 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.59E-02
25 * * 0.10 0.000 0.000 0.2747 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.54E-02
26 * * 0.00 0.000 0.017 0.2747 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.48E-02
27 * * 0.00 0.000 0.018 0.2747 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.43E-02
7/19/2024 11:05
Freezing Status*
Page 90 of 128
28 * * 0.00 0.000 0.024 0.2747 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.38E-02
29 * 0.00 0.000 0.028 0.2747 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.32E-02
30 * 0.00 0.017 0.043 0.2798 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.26E-02
31 * 0.00 0.049 0.041 0.2903 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.21E-02
32 * 0.00 0.000 0.000 0.2903 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.15E-02
33 * 0.00 0.000 0.000 0.2903 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.09E-02
34 * 0.00 0.000 0.000 0.2903 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.03E-02
35 0.00 0.000 0.010 0.2554 0.4824 0.0000 9.51E-02 0.0000 0.0000 9.81E-03
36 0.00 0.000 0.011 0.2099 0.5071 0.0000 1.26E-01 0.0000 0.0000 9.32E-03
37 * 0.10 0.000 0.032 0.2008 0.0537 0.0000 4.69E-02 0.0000 0.0000 8.89E-03
38 * 0.00 0.000 0.031 0.2043 0.0036 0.0000 6.17E-03 0.0000 0.0000 8.52E-03
39 0.00 0.000 0.010 0.2006 0.0009 0.0000 7.05E-04 0.0000 0.0000 8.21E-03
40 0.00 0.000 0.010 0.1971 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.97E-03
41 * 0.00 0.000 0.000 0.1971 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.88E-03
42 * 0.00 0.000 0.000 0.1971 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.78E-03
43 * * 0.10 0.000 0.049 0.1971 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.63E-03
44 * * 0.00 0.000 0.032 0.1971 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.55E-03
45 * 0.00 0.000 0.018 0.1971 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.56E-03
46 * * 0.10 0.000 0.033 0.1971 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.65E-03
47 * * 0.00 0.000 0.040 0.1971 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.82E-03
48 * * 0.00 0.000 0.027 0.1971 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.16E-03
49 * 0.00 0.000 0.000 0.1971 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.52E-03
50 * * 0.60 0.000 0.017 0.1971 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.77E-03
51 * * 0.00 0.000 0.011 0.1971 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.89E-03
52 * * 0.00 0.000 0.012 0.1971 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.90E-03
53 * * 0.00 0.000 0.016 0.1971 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.82E-03
54 * * 0.20 0.000 0.000 0.1971 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.69E-03
55 * * 0.10 0.000 0.016 0.1971 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.52E-03
56 * * 0.20 0.000 0.018 0.1971 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.31E-03
57 * * 0.00 0.000 0.021 0.1971 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.09E-03
58 * * 0.00 0.000 0.017 0.1971 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.86E-03
59 * * 0.00 0.000 0.018 0.1971 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.63E-03
60 * * 0.00 0.000 0.020 0.1971 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.41E-03
61 * 0.00 0.000 0.029 0.1971 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.19E-03
62 * 0.00 0.018 0.007 0.2541 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.99E-03
Page 91 of 128
63 * * 0.20 0.000 0.017 0.2541 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.79E-03
64 * * 0.00 0.000 0.017 0.2541 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.62E-03
65 * * 0.00 0.000 0.020 0.2541 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.46E-03
66 * * 0.00 0.000 0.025 0.2541 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.32E-03
67 * * 0.00 0.000 0.030 0.2541 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.20E-03
68 * 0.00 0.010 0.021 0.2801 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.09E-03
69 * 0.00 0.017 0.021 0.3040 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.01E-03
70 * 0.10 0.072 0.000 0.3378 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.94E-03
71 * 0.00 0.109 0.010 0.3603 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.90E-03
72 * 0.00 0.258 0.053 0.3638 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.08E-03
73 * 0.40 0.340 0.006 0.3818 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.32E-03
74 * * 0.10 0.000 0.077 0.3818 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.50E-03
75 * * 0.00 0.000 0.023 0.3818 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.63E-03
76 * * 0.20 0.000 0.031 0.3818 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.72E-03
77 * * 0.20 0.000 0.020 0.3818 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.73E-03
78 * * 0.00 0.000 0.025 0.3818 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.49E-03
79 * * 0.00 0.000 0.031 0.3818 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.62E-03
80 * 0.00 0.252 0.026 0.3871 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.91E-03
81 * 0.00 0.000 0.000 0.3871 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.14E-03
82 * 0.10 0.068 0.005 0.3958 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.17E-03
83 * 0.00 0.000 0.000 0.3958 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.81E-03
84 * * 0.00 0.000 0.000 0.3958 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.47E-03
85 * * 0.00 0.000 0.000 0.3958 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.21E-03
86 * * 0.00 0.000 0.000 0.3958 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.03E-03
87 * 0.00 0.000 0.000 0.3958 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.91E-03
88 * 0.00 0.000 0.000 0.3958 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.68E-03
89 * 0.00 0.000 0.000 0.3958 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.52E-03
90 * 0.00 0.000 0.000 0.3958 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.56E-03
91 * 0.00 0.000 0.000 0.3958 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.74E-03
92 0.00 0.000 0.068 0.3390 1.5317 0.0000 1.02E-01 0.0000 0.0000 6.02E-03
93 0.00 0.000 0.010 0.2915 1.4429 0.0000 1.32E-01 0.0000 0.0000 6.36E-03
94 0.00 0.000 0.010 0.2453 0.8392 0.0000 1.28E-01 0.0000 0.0000 6.58E-03
95 0.00 0.000 0.010 0.2046 0.2487 0.0000 1.12E-01 0.0000 0.0000 6.72E-03
96 0.00 0.000 0.010 0.1995 0.0033 0.0000 5.08E-03 0.0000 0.0000 6.88E-03
97 0.30 0.000 0.015 0.2842 0.0005 0.0000 3.06E-02 0.0000 0.0000 7.06E-03
Page 92 of 128
98 0.10 0.000 0.086 0.2473 0.2706 0.0000 1.24E-01 0.0000 0.0000 6.54E-03
99 0.00 0.000 0.135 0.1895 0.0376 0.0000 3.82E-02 0.0000 0.0000 7.03E-03
100 0.00 0.000 0.090 0.1595 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.92E-03
101 0.00 0.000 0.107 0.1236 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.10E-03
102 0.20 0.000 0.060 0.1702 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.28E-03
103 * 0.00 0.000 0.000 0.1702 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.47E-03
104 * 0.00 0.000 0.053 0.1525 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.37E-03
105 0.00 0.000 0.046 0.1372 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.68E-03
106 0.00 0.000 0.040 0.1238 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.81E-03
107 * 0.20 0.000 0.060 0.1303 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.24E-03
108 * 0.00 0.000 0.121 0.1301 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.23E-03
109 0.00 0.000 0.033 0.1193 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.03E-03
110 0.00 0.000 0.008 0.1166 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.83E-03
111 0.00 0.000 0.001 0.1161 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.12E-03
112 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.38E-03
113 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.87E-03
114 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.60E-03
115 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.35E-03
116 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.01E-02
117 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.08E-02
118 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.14E-02
119 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.19E-02
120 0.10 0.000 0.014 0.1446 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.24E-02
121 0.30 0.000 0.020 0.2381 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.33E-02
122 0.60 0.000 0.025 0.4080 0.5320 0.0000 6.48E-02 0.0000 0.0000 1.41E-02
123 0.10 0.000 0.142 0.3486 1.9880 0.0000 1.36E-01 0.0000 0.0000 1.44E-02
124 0.00 0.000 0.097 0.2724 1.3026 0.0000 1.31E-01 0.0000 0.0000 1.45E-02
125 0.00 0.000 0.130 0.1867 0.6377 0.0000 1.27E-01 0.0000 0.0000 1.36E-02
126 0.00 0.000 0.114 0.1308 0.0977 0.0000 5.38E-02 0.0000 0.0000 1.50E-02
127 0.00 0.000 0.044 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.52E-02
128 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.31E-02
129 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.27E-02
130 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.29E-02
131 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.31E-02
132 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.33E-02
Page 93 of 128
133 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.35E-02
134 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.44E-02
135 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.47E-02
136 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.42E-02
137 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.33E-02
138 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.33E-02
139 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.34E-02
140 0.10 0.000 0.016 0.1441 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.35E-02
141 0.00 0.000 0.017 0.1383 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.36E-02
142 0.00 0.000 0.019 0.1319 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.45E-02
143 0.00 0.000 0.020 0.1253 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.53E-02
144 0.10 0.000 0.024 0.1506 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.57E-02
145 0.00 0.000 0.020 0.1438 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.58E-02
146 0.00 0.000 0.019 0.1374 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.57E-02
147 0.00 0.000 0.019 0.1312 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.54E-02
148 0.00 0.000 0.018 0.1252 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.49E-02
149 0.00 0.000 0.020 0.1187 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.43E-02
150 0.00 0.000 0.007 0.1163 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.38E-02
151 0.00 0.000 0.001 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.32E-02
152 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.27E-02
153 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.22E-02
154 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.19E-02
155 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.16E-02
156 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.14E-02
157 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.13E-02
158 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.13E-02
159 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.13E-02
160 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.13E-02
161 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.14E-02
162 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.15E-02
163 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.14E-02
164 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.14E-02
165 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.15E-02
166 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.16E-02
167 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.16E-02
Page 94 of 128
168 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.15E-02
169 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.12E-02
170 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.09E-02
171 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.06E-02
172 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.02E-02
173 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.86E-03
174 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.51E-03
175 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.17E-03
176 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.86E-03
177 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.57E-03
178 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.38E-03
179 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.08E-03
180 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.65E-03
181 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.32E-03
182 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.09E-03
183 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.93E-03
184 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.77E-03
185 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.58E-03
186 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.33E-03
187 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.03E-03
188 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.69E-03
189 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.25E-03
190 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.80E-03
191 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.38E-03
192 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.03E-03
193 0.10 0.000 0.010 0.1459 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.78E-03
194 0.00 0.000 0.009 0.1428 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.60E-03
195 0.10 0.000 0.017 0.1706 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.39E-03
196 0.00 0.000 0.013 0.1662 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.19E-03
197 0.00 0.000 0.012 0.1621 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.86E-03
198 0.00 0.000 0.013 0.1577 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.48E-03
199 0.00 0.000 0.015 0.1529 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.98E-03
200 0.00 0.000 0.015 0.1477 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.56E-03
201 0.00 0.000 0.017 0.1422 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.59E-03
202 0.00 0.000 0.018 0.1363 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.78E-03
Page 95 of 128
203 0.20 0.000 0.025 0.1948 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.98E-03
204 0.00 0.000 0.018 0.1888 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.11E-03
205 0.00 0.000 0.022 0.1814 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.15E-03
206 0.00 0.000 0.024 0.1736 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.10E-03
207 0.10 0.000 0.031 0.1965 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.98E-03
208 0.00 0.000 0.029 0.1870 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.81E-03
209 0.00 0.000 0.028 0.1778 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.62E-03
210 0.00 0.000 0.033 0.1668 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.43E-03
211 0.00 0.000 0.025 0.1586 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.25E-03
212 0.00 0.000 0.025 0.1501 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.11E-03
213 0.00 0.000 0.037 0.1376 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.83E-03
214 0.90 0.000 0.045 0.4118 0.3377 0.0000 3.29E-02 0.0000 0.0000 1.91E-03
215 0.10 0.000 0.052 0.3820 2.2400 0.0000 1.38E-01 0.0000 0.0000 2.17E-03
216 0.00 0.000 0.049 0.3208 1.7566 0.0000 1.34E-01 0.0000 0.0000 2.36E-03
217 0.00 0.000 0.044 0.2628 1.1162 0.0000 1.30E-01 0.0000 0.0000 2.42E-03
218 0.00 0.000 0.037 0.2084 0.5091 0.0000 1.26E-01 0.0000 0.0000 2.40E-03
219 0.00 0.000 0.059 0.1753 0.0512 0.0000 4.01E-02 0.0000 0.0000 2.51E-03
220 0.00 0.000 0.066 0.1534 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.26E-03
221 0.00 0.000 0.053 0.1357 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.24E-03
222 0.00 0.000 0.039 0.1228 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.65E-03
223 0.00 0.000 0.019 0.1165 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.26E-03
224 0.00 0.000 0.001 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.92E-03
225 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.52E-03
226 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.00E-03
227 0.10 0.000 0.032 0.1387 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.86E-03
228 0.00 0.000 0.027 0.1296 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.04E-03
229 0.10 0.000 0.059 0.1432 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.58E-03
230 0.00 0.000 0.038 0.1305 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.23E-03
231 0.00 0.000 0.029 0.1207 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.91E-03
232 0.00 0.000 0.012 0.1168 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.77E-03
233 0.00 0.000 0.002 0.1162 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.75E-03
234 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.82E-03
235 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.97E-03
236 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.19E-03
237 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.45E-03
Page 96 of 128
238 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.75E-03
239 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.09E-03
240 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.45E-03
241 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.82E-03
242 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.20E-03
243 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.58E-03
244 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.94E-03
245 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.28E-03
246 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.60E-03
247 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.89E-03
248 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.56E-03
249 0.10 0.000 0.027 0.1404 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.42E-03
250 0.00 0.000 0.017 0.1348 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.11E-02
251 0.00 0.000 0.026 0.1260 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.22E-02
252 0.00 0.000 0.028 0.1168 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.23E-02
253 0.00 0.000 0.002 0.1162 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.16E-02
254 0.00 0.000 0.000 0.1161 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.07E-02
255 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.92E-03
256 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.40E-03
257 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.22E-03
258 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.33E-03
259 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.61E-03
260 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.97E-03
261 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.03E-02
262 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.05E-02
263 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.06E-02
264 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.05E-02
265 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.03E-02
266 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.99E-03
267 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.60E-03
268 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.17E-03
269 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.73E-03
270 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.31E-03
271 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.93E-03
272 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.61E-03
Page 97 of 128
273 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.34E-03
274 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.13E-03
275 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.98E-03
276 0.20 0.000 0.014 0.1781 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.88E-03
277 0.20 0.000 0.016 0.2396 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.82E-03
278 0.10 0.000 0.015 0.2433 0.0521 0.0000 7.34E-02 0.0000 0.0000 6.79E-03
279 0.40 0.000 0.015 0.3415 0.2659 0.0000 9.01E-02 0.0000 0.0000 6.78E-03
280 0.30 0.000 0.034 0.3861 1.3880 0.0000 1.32E-01 0.0000 0.0000 6.77E-03
281 0.10 0.000 0.075 0.3498 1.7907 0.0000 1.35E-01 0.0000 0.0000 6.76E-03
282 0.10 0.000 0.076 0.3138 1.4131 0.0000 1.32E-01 0.0000 0.0000 5.74E-03
283 0.50 0.000 0.074 0.4121 1.2698 0.0000 1.31E-01 0.0000 0.0000 8.34E-03
284 0.20 0.000 0.075 0.4076 2.3122 0.0000 1.38E-01 0.0000 0.0000 7.77E-03
285 0.00 0.000 0.053 0.3444 1.9991 0.0000 1.36E-01 0.0000 0.0000 6.46E-03
286 0.00 0.000 0.068 0.2780 1.3343 0.0000 1.32E-01 0.0000 0.0000 5.47E-03
287 * 0.00 0.000 0.046 0.2202 0.6802 0.0000 1.27E-01 0.0000 0.0000 5.07E-03
288 * 0.00 0.000 0.022 0.1864 0.1446 0.0000 7.98E-02 0.0000 0.0000 5.66E-03
289 * 0.00 0.000 0.031 0.1756 0.0015 0.0000 1.54E-03 0.0000 0.0000 5.26E-03
290 0.10 0.000 0.064 0.1875 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.59E-03
291 0.00 0.000 0.056 0.1687 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.04E-03
292 0.00 0.000 0.029 0.1590 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.57E-03
293 0.00 0.000 0.065 0.1374 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.78E-03
294 0.10 0.000 0.073 0.1466 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.38E-03
295 0.10 0.000 0.058 0.1604 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.68E-03
296 0.00 0.000 0.046 0.1450 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.63E-03
297 0.00 0.000 0.049 0.1286 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.37E-03
298 0.00 0.000 0.031 0.1182 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.68E-03
299 0.00 0.000 0.006 0.1164 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.71E-03
300 0.00 0.000 0.001 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.71E-03
301 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.93E-03
302 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.53E-03
303 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.55E-03
304 * 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.96E-03
305 0.10 0.000 0.017 0.1437 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.48E-03
306 0.00 0.000 0.035 0.1321 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.35E-03
307 0.00 0.000 0.035 0.1203 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.71E-03
Page 98 of 128
308 0.00 0.000 0.012 0.1164 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.41E-03
309 0.00 0.000 0.001 0.1161 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.72E-03
310 * 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.83E-03
311 * 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.22E-03
312 * 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.83E-03
313 * 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.53E-03
314 * 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.11E-03
315 * 0.10 0.000 0.014 0.1226 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.57E-03
316 * 0.00 0.000 0.025 0.1291 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.95E-03
317 * 0.00 0.000 0.026 0.1273 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.37E-03
318 0.00 0.000 0.018 0.1213 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.43E-03
319 0.00 0.000 0.012 0.1171 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.19E-03
320 0.00 0.000 0.003 0.1163 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.18E-03
321 0.00 0.000 0.001 0.1161 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.92E-03
322 * 0.00 0.000 0.000 0.1161 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.12E-03
323 * 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.93E-03
324 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.64E-03
325 * 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.48E-03
326 * * 0.40 0.000 0.018 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.55E-03
327 * * 0.00 0.000 0.018 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.86E-03
328 * * 0.20 0.000 0.014 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.36E-03
329 * * 0.00 0.000 0.014 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.96E-03
330 * * 0.00 0.000 0.017 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.56E-03
331 * * 0.00 0.000 0.019 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.08E-03
332 * 0.20 0.014 0.000 0.1745 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.46E-03
333 * 0.60 0.361 0.000 0.2637 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.68E-03
334 * * 0.60 0.000 0.018 0.2637 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.70E-03
335 * * 0.00 0.000 0.016 0.2637 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.74E-03
336 * * 0.30 0.000 0.011 0.2637 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.71E-03
337 * * 0.00 0.000 0.008 0.2637 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.03E-03
338 * * 0.00 0.000 0.010 0.2637 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.01E-03
339 * * 0.00 0.000 0.016 0.2637 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.88E-03
340 * * 0.00 0.000 0.017 0.2637 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.78E-03
341 * * 0.00 0.000 0.017 0.2637 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.92E-04
342 * * 0.00 0.000 0.016 0.2637 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.39E-05
Page 99 of 128
343 * * 0.00 0.000 0.015 0.2637 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
344 * * 0.00 0.000 0.018 0.2637 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
345 * * 0.00 0.000 0.017 0.2637 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
346 * * 0.10 0.000 0.016 0.2637 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
347 * * 0.00 0.000 0.012 0.2637 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
348 * * 0.00 0.000 0.018 0.2637 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
349 * * 0.00 0.000 0.020 0.2637 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
350 * * 0.00 0.000 0.020 0.2637 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
351 * * 0.00 0.000 0.019 0.2637 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
352 * * 0.00 0.000 0.016 0.2637 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
353 * * 0.00 0.000 0.017 0.2637 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.05E-04
354 * * 0.00 0.000 0.020 0.2637 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.40E-04
355 * 0.00 0.000 0.020 0.2637 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.29E-03
356 * * 0.00 0.000 0.013 0.2637 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.83E-03
357 * * 0.00 0.000 0.018 0.2637 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.38E-03
358 * * 0.10 0.000 0.000 0.2637 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.91E-03
359 * * 0.10 0.000 0.000 0.2637 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.50E-03
360 * * 0.10 0.000 0.011 0.2637 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.18E-03
361 * * 0.00 0.000 0.009 0.2637 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.61E-03
362 * * 0.00 0.000 0.008 0.2637 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.95E-03
363 * * 0.00 0.000 0.009 0.2637 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.39E-03
364 * * 0.00 0.000 0.000 0.2637 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.74E-03
365 * * 0.20 0.000 0.008 0.2637 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.88E-03
* = Frozen (air or soil)
inches cubic feet percent
Precipitation 13.40 3,404,940.0 100.00
Runoff 1.776 451,326.4 13.26
Evapotranspiration 6.270 1,593,080.9 46.79
Percolation/Leakage through Layer 2 3.368938 856,047.2 25.14
Average Head on Top of Layer 2 0.0783 ------
Percolation/Leakage through Layer 12 2.852907 724,923.7 21.29
Annual Totals for Year 8
Page 100 of 128
Change in Water Storage 2.5014 635,609.1 18.67
Soil Water at Start of Year 234.4804 #########1749.85
Soil Water at End of Year 235.4395 #########1757.01
Snow Water at Start of Year 0.0000 0.0000 0.00
Snow Water at End of Year 1.5423 391,900.7 11.51
Annual Water Budget Balance 0.0000 0.0000 0.00
Page 101 of 128
Daily Output for Year 9
Column key:Head #1: drainage from Layer 2
Title:Long Valley Landfill
Simulated On:Leak #1: leakage thru Layer 2 Leak #2: leakage thru Layer 12
Day Rain Runoff ET
Evap. Zone
Water Head #1 Drain #1 Leak #1 Head #2 Drain #2 Leak #2
Air Soil (inches)(inches)(inches)(in/in)(inches)(inches)(inches)(inches)(inches)(inches)
1 * * 0.00 0.000 0.009 0.2637 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.61E-03
2 * * 0.00 0.000 0.014 0.2637 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.18E-03
3 * * 0.00 0.000 0.000 0.2637 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.77E-03
4 * * 0.00 0.000 0.000 0.2637 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.07E-03
5 * * 0.10 0.000 0.000 0.2637 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.33E-03
6 * * 0.10 0.000 0.000 0.2637 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.79E-03
7 * * 0.00 0.000 0.023 0.2637 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.34E-03
8 * * 0.00 0.000 0.023 0.2637 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.90E-03
9 * * 0.00 0.000 0.026 0.2637 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.04E-02
10 * * 0.00 0.000 0.023 0.2637 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.09E-02
11 * * 0.00 0.000 0.019 0.2637 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.13E-02
12 * * 0.00 0.000 0.019 0.2637 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.17E-02
13 * * 0.00 0.000 0.022 0.2637 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.19E-02
14 * * 0.00 0.000 0.022 0.2637 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.21E-02
15 * * 0.20 0.000 0.000 0.2637 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.23E-02
16 * * 0.10 0.000 0.000 0.2637 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.24E-02
17 * * 0.50 0.000 0.000 0.2637 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.25E-02
18 * * 0.20 0.000 0.017 0.2637 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.26E-02
19 * * 0.00 0.000 0.019 0.2637 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.26E-02
20 * * 0.00 0.000 0.025 0.2637 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.27E-02
21 * * 0.20 0.000 0.000 0.2637 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.28E-02
22 * * 0.00 0.000 0.014 0.2637 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.28E-02
23 * * 0.00 0.000 0.015 0.2637 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.29E-02
24 * * 0.00 0.000 0.023 0.2637 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.30E-02
25 * * 0.00 0.000 0.016 0.2637 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.26E-02
26 * * 0.00 0.000 0.021 0.2637 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.26E-02
27 * * 0.00 0.000 0.024 0.2637 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.31E-02
7/19/2024 11:05
Freezing Status*
Page 102 of 128
28 * * 0.00 0.000 0.022 0.2637 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.37E-02
29 * * 0.00 0.000 0.021 0.2637 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.42E-02
30 * * 0.00 0.000 0.020 0.2637 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.48E-02
31 * * 0.00 0.000 0.023 0.2637 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.53E-02
32 * * 0.00 0.000 0.025 0.2637 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.53E-02
33 * * 0.10 0.000 0.000 0.2637 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.50E-02
34 * * 0.20 0.000 0.000 0.2637 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.46E-02
35 * * 0.00 0.000 0.025 0.2637 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.42E-02
36 * * 0.70 0.000 0.023 0.2637 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.38E-02
37 * * 0.20 0.000 0.015 0.2637 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.35E-02
38 * * 0.10 0.000 0.012 0.2637 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.33E-02
39 * * 0.00 0.000 0.014 0.2637 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.32E-02
40 * * 0.00 0.000 0.017 0.2637 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.32E-02
41 * * 0.30 0.000 0.015 0.2637 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.33E-02
42 * * 0.00 0.000 0.014 0.2637 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.34E-02
43 * * 0.00 0.000 0.017 0.2637 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.36E-02
44 * * 0.10 0.000 0.000 0.2637 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.39E-02
45 * 0.50 0.098 0.000 0.2969 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.44E-02
46 * * 0.20 0.010 0.022 0.3041 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.44E-02
47 * * 0.20 0.000 0.014 0.3041 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.43E-02
48 * * 0.00 0.000 0.012 0.3041 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.41E-02
49 * * 0.00 0.000 0.013 0.3041 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.40E-02
50 * * 0.00 0.000 0.012 0.3041 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.39E-02
51 * * 0.20 0.000 0.013 0.3041 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.38E-02
52 * * 0.20 0.000 0.000 0.3041 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.36E-02
53 * * 0.00 0.000 0.013 0.3041 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.35E-02
54 * * 0.00 0.000 0.014 0.3041 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.34E-02
55 * * 0.00 0.000 0.016 0.3041 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.33E-02
56 * * 0.00 0.000 0.021 0.3041 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.31E-02
57 * * 0.00 0.000 0.024 0.3041 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.30E-02
58 * * 0.00 0.000 0.025 0.3041 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.28E-02
59 * * 0.10 0.000 0.000 0.3041 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.26E-02
60 * 0.10 0.146 0.000 0.3296 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.23E-02
61 * 0.50 0.689 0.000 0.3532 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.20E-02
62 * 0.40 0.549 0.000 0.3696 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.16E-02
Page 103 of 128
63 * * 0.00 0.036 0.016 0.3743 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.12E-02
64 * * 0.00 0.000 0.023 0.3743 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.08E-02
65 * 0.50 0.571 0.000 0.3872 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.03E-02
66 * 0.00 0.267 0.000 0.3974 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.87E-03
67 * * 0.20 0.027 0.025 0.3974 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.40E-03
68 * * 0.00 0.000 0.027 0.3974 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.93E-03
69 * * 0.00 0.000 0.028 0.3974 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.46E-03
70 * 0.00 0.000 0.033 0.3974 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.00E-03
71 * 0.10 0.383 0.000 0.4054 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.56E-03
72 * * 0.10 0.034 0.021 0.4054 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.15E-03
73 * * 0.00 0.000 0.022 0.4054 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.76E-03
74 * * 0.00 0.000 0.022 0.4054 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.40E-03
75 * * 0.00 0.000 0.028 0.4054 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.08E-03
76 * * 0.00 0.000 0.032 0.4054 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.79E-03
77 * * 0.00 0.000 0.032 0.4054 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.56E-03
78 * 0.00 0.000 0.035 0.4054 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.37E-03
79 * 0.00 0.000 0.033 0.4054 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.23E-03
80 * * 0.30 0.000 0.000 0.4054 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.16E-03
81 * * 0.00 0.000 0.028 0.4054 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.14E-03
82 * 0.00 0.193 0.009 0.4086 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.18E-03
83 * 0.00 0.120 0.018 0.4086 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.28E-03
84 * * 0.00 0.000 0.033 0.4086 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.45E-03
85 * 0.00 0.132 0.018 0.4088 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.67E-03
86 * 0.00 0.772 0.000 0.4153 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.95E-03
87 * 0.00 0.495 0.000 0.4217 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.28E-03
88 * * 0.00 0.000 0.032 0.4217 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.66E-03
89 * * 0.00 0.000 0.030 0.4217 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.07E-03
90 * * 0.00 0.000 0.033 0.4217 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.50E-03
91 * * 0.00 0.000 0.040 0.4217 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.95E-03
92 * 0.10 0.235 0.000 0.4245 0.0040 0.0000 7.74E-03 0.0000 0.0000 8.41E-03
93 * 0.30 0.722 0.000 0.4245 0.0083 0.0000 1.53E-02 0.0000 0.0000 8.86E-03
94 * 0.00 0.390 0.011 0.4245 0.0025 0.0000 4.60E-03 0.0000 0.0000 9.37E-03
95 * 0.00 0.615 0.007 0.4245 0.0046 0.0000 8.59E-03 0.0000 0.0000 9.48E-03
96 * 0.00 0.094 0.074 0.4245 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.01E-02
97 * 0.00 0.000 0.000 0.4245 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.05E-02
Page 104 of 128
98 0.00 0.000 0.123 0.3492 1.6939 0.0000 1.03E-01 0.0000 0.0000 1.13E-02
99 0.30 0.000 0.147 0.3559 1.5757 0.0000 1.33E-01 0.0000 0.0000 9.77E-03
100 * 0.20 0.000 0.074 0.3184 1.4194 0.0000 1.32E-01 0.0000 0.0000 9.64E-03
101 * 0.00 0.000 0.095 0.2794 0.9132 0.0000 1.29E-01 0.0000 0.0000 1.23E-02
102 * * 0.00 0.000 0.000 0.2409 0.3143 0.0000 1.16E-01 0.0000 0.0000 1.35E-02
103 * * 0.00 0.000 0.000 0.2409 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.22E-02
104 * 0.00 0.000 0.000 0.2409 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.11E-02
105 * 0.00 0.000 0.000 0.2409 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.04E-02
106 * 0.30 0.079 0.007 0.3122 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.90E-03
107 * 0.00 0.000 0.000 0.3122 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.01E-02
108 * 0.00 0.000 0.000 0.3122 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.06E-02
109 * 0.00 0.000 0.000 0.3122 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.10E-02
110 0.00 0.000 0.110 0.2437 0.5994 0.0000 9.59E-02 0.0000 0.0000 1.10E-02
111 0.00 0.000 0.157 0.1495 0.4520 0.0000 1.26E-01 0.0000 0.0000 1.08E-02
112 0.10 0.000 0.127 0.1382 0.0195 0.0000 6.56E-03 0.0000 0.0000 1.02E-02
113 0.00 0.000 0.051 0.1213 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.26E-02
114 0.00 0.000 0.012 0.1172 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.13E-02
115 0.00 0.000 0.003 0.1162 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.01E-02
116 0.10 0.000 0.049 0.1331 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.31E-03
117 0.00 0.000 0.040 0.1199 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.24E-03
118 0.00 0.000 0.009 0.1169 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.65E-03
119 0.20 0.000 0.076 0.1584 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.82E-03
120 0.20 0.000 0.108 0.1891 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.33E-03
121 * 0.10 0.000 0.109 0.1862 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.64E-03
122 0.00 0.000 0.078 0.1601 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.65E-03
123 0.00 0.000 0.103 0.1257 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.45E-03
124 0.00 0.000 0.025 0.1173 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.15E-03
125 0.00 0.000 0.004 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.85E-03
126 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.61E-03
127 0.30 0.000 0.036 0.2040 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.45E-03
128 0.20 0.000 0.043 0.2564 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.38E-03
129 0.10 0.000 0.116 0.2361 0.0378 0.0000 4.42E-02 0.0000 0.0000 7.38E-03
130 0.20 0.000 0.167 0.2429 0.0036 0.0000 1.23E-02 0.0000 0.0000 7.41E-03
131 0.00 0.000 0.164 0.1852 0.0077 0.0000 9.83E-03 0.0000 0.0000 7.46E-03
132 0.00 0.000 0.181 0.1248 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.97E-03
Page 105 of 128
133 0.00 0.000 0.027 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.98E-03
134 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.98E-03
135 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.89E-03
136 0.30 0.000 0.036 0.2040 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.56E-03
137 0.20 0.000 0.043 0.2565 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.89E-03
138 0.00 0.000 0.037 0.2293 0.0347 0.0000 4.48E-02 0.0000 0.0000 7.62E-03
139 0.20 0.000 0.040 0.2694 0.0661 0.0000 3.94E-02 0.0000 0.0000 8.25E-03
140 0.10 0.000 0.104 0.2320 0.1462 0.0000 1.08E-01 0.0000 0.0000 8.72E-03
141 0.40 0.000 0.153 0.2835 0.0799 0.0000 9.24E-02 0.0000 0.0000 8.70E-03
142 * 0.30 0.000 0.068 0.2485 0.3065 0.0000 1.25E-01 0.0000 0.0000 8.53E-03
143 0.00 0.000 0.060 0.2583 0.1497 0.0000 1.23E-01 0.0000 0.0000 8.40E-03
144 0.00 0.000 0.092 0.2157 0.0337 0.0000 3.58E-02 0.0000 0.0000 8.36E-03
145 0.00 0.000 0.183 0.1526 0.0029 0.0000 5.63E-03 0.0000 0.0000 8.43E-03
146 0.00 0.000 0.097 0.1204 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.68E-03
147 1.10 0.003 0.086 0.4462 0.3750 0.0000 3.32E-02 0.0000 0.0000 8.71E-03
148 0.10 0.000 0.182 0.3725 2.3987 0.0000 1.39E-01 0.0000 0.0000 7.68E-03
149 0.20 0.000 0.184 0.3333 1.6134 0.0000 1.33E-01 0.0000 0.0000 8.46E-03
150 0.20 0.000 0.161 0.3031 1.1287 0.0000 1.30E-01 0.0000 0.0000 8.92E-03
151 0.00 0.000 0.181 0.2005 0.6689 0.0000 1.27E-01 0.0000 0.0000 9.26E-03
152 0.00 0.000 0.212 0.1195 0.0842 0.0000 3.11E-02 0.0000 0.0000 1.11E-02
153 0.00 0.000 0.010 0.1161 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.80E-03
154 0.20 0.000 0.093 0.1516 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.98E-03
155 0.00 0.000 0.088 0.1224 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.71E-03
156 0.00 0.000 0.014 0.1176 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.05E-03
157 0.00 0.000 0.004 0.1164 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.82E-03
158 0.00 0.000 0.001 0.1161 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.36E-03
159 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.87E-03
160 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.45E-03
161 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.35E-03
162 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.27E-03
163 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.91E-03
164 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.64E-03
165 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.62E-03
166 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.85E-03
167 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.28E-03
Page 106 of 128
168 0.10 0.000 0.018 0.1433 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.78E-03
169 0.00 0.000 0.019 0.1370 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.28E-03
170 0.00 0.000 0.019 0.1308 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.56E-03
171 0.00 0.000 0.022 0.1233 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.77E-03
172 0.00 0.000 0.019 0.1170 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.36E-03
173 0.00 0.000 0.002 0.1162 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.53E-03
174 0.00 0.000 0.001 0.1161 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.23E-03
175 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.70E-03
176 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.75E-03
177 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.05E-03
178 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.81E-03
179 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.92E-03
180 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.31E-03
181 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.38E-03
182 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.73E-03
183 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.86E-03
184 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.80E-03
185 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.62E-03
186 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.39E-03
187 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.18E-03
188 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.02E-03
189 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.94E-03
190 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.94E-03
191 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.04E-03
192 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.20E-03
193 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.41E-03
194 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.65E-03
195 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.88E-03
196 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.08E-03
197 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.23E-03
198 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.31E-03
199 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.43E-03
200 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.27E-03
201 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.84E-03
202 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.49E-03
Page 107 of 128
203 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.27E-03
204 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.10E-03
205 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.76E-03
206 0.20 0.000 0.012 0.1786 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.58E-03
207 0.40 0.000 0.019 0.3056 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.30E-03
208 0.00 0.000 0.016 0.2581 0.6372 0.0000 1.27E-01 0.0000 0.0000 5.62E-03
209 0.20 0.000 0.021 0.2762 0.3273 0.0000 1.25E-01 0.0000 0.0000 5.20E-03
210 0.00 0.000 0.017 0.2356 0.2182 0.0000 1.05E-01 0.0000 0.0000 5.02E-03
211 0.00 0.000 0.017 0.2256 0.0075 0.0000 1.34E-02 0.0000 0.0000 4.90E-03
212 0.00 0.000 0.016 0.2177 0.0034 0.0000 7.30E-03 0.0000 0.0000 5.13E-03
213 0.00 0.000 0.016 0.2115 0.0016 0.0000 2.66E-03 0.0000 0.0000 4.64E-03
214 0.00 0.000 0.019 0.2053 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.81E-03
215 0.00 0.000 0.019 0.1991 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.46E-03
216 0.10 0.000 0.026 0.2237 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.32E-03
217 0.00 0.000 0.018 0.2177 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.23E-03
218 0.20 0.000 0.024 0.2660 0.0542 0.0000 3.10E-02 0.0000 0.0000 8.09E-03
219 0.20 0.000 0.023 0.2835 0.2678 0.0000 1.24E-01 0.0000 0.0000 8.82E-03
220 0.00 0.000 0.021 0.2378 0.1694 0.0000 1.16E-01 0.0000 0.0000 9.42E-03
221 0.00 0.000 0.019 0.2260 0.0060 0.0000 1.68E-02 0.0000 0.0000 9.55E-03
222 0.00 0.000 0.019 0.2165 0.0055 0.0000 9.12E-03 0.0000 0.0000 1.11E-02
223 0.00 0.000 0.023 0.2083 0.0014 0.0000 1.07E-03 0.0000 0.0000 1.06E-02
224 0.00 0.000 0.020 0.2018 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.85E-03
225 0.00 0.000 0.025 0.1933 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.74E-03
226 0.00 0.000 0.028 0.1839 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.01E-02
227 0.00 0.000 0.025 0.1756 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.04E-02
228 0.00 0.000 0.028 0.1662 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.06E-02
229 0.00 0.000 0.034 0.1550 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.06E-02
230 0.00 0.000 0.036 0.1431 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.02E-02
231 0.00 0.000 0.039 0.1302 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.63E-03
232 0.00 0.000 0.025 0.1218 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.09E-02
233 0.00 0.000 0.017 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.12E-02
234 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.92E-03
235 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.71E-03
236 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.05E-03
237 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.01E-03
Page 108 of 128
238 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.42E-03
239 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.09E-03
240 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.81E-03
241 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.04E-02
242 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.09E-02
243 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.12E-02
244 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.13E-02
245 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.12E-02
246 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.11E-02
247 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.09E-02
248 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.08E-02
249 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.16E-02
250 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.97E-03
251 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.84E-03
252 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.03E-02
253 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.15E-02
254 0.20 0.000 0.021 0.1757 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.22E-02
255 0.00 0.000 0.027 0.1669 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.25E-02
256 0.00 0.000 0.032 0.1562 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.24E-02
257 0.00 0.000 0.030 0.1462 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.24E-02
258 0.00 0.000 0.038 0.1336 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.25E-02
259 0.00 0.000 0.042 0.1196 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.27E-02
260 0.10 0.000 0.034 0.1415 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.32E-02
261 0.00 0.000 0.020 0.1348 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.38E-02
262 0.00 0.000 0.023 0.1270 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.44E-02
263 0.00 0.000 0.029 0.1173 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.51E-02
264 0.00 0.000 0.003 0.1163 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.57E-02
265 0.00 0.000 0.001 0.1161 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.62E-02
266 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.66E-02
267 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.69E-02
268 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.71E-02
269 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.71E-02
270 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.71E-02
271 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.71E-02
272 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.70E-02
Page 109 of 128
273 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.69E-02
274 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.68E-02
275 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.67E-02
276 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.66E-02
277 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.66E-02
278 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.67E-02
279 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.68E-02
280 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.69E-02
281 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.71E-02
282 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.73E-02
283 * 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.76E-02
284 * 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.78E-02
285 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.81E-02
286 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.83E-02
287 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.86E-02
288 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.88E-02
289 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.89E-02
290 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.90E-02
291 * 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.83E-02
292 0.10 0.000 0.010 0.1460 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.04E-02
293 * 0.00 0.000 0.005 0.1442 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.98E-02
294 0.00 0.000 0.007 0.1420 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.86E-02
295 0.00 0.000 0.007 0.1398 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.78E-02
296 0.00 0.000 0.007 0.1376 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.76E-02
297 * 0.00 0.000 0.007 0.1354 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.78E-02
298 0.00 0.000 0.007 0.1332 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.82E-02
299 0.00 0.000 0.007 0.1311 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.85E-02
300 * 0.00 0.000 0.006 0.1289 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.87E-02
301 * 0.10 0.000 0.018 0.1355 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.84E-02
302 * 0.00 0.000 0.031 0.1420 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.79E-02
303 * 0.00 0.000 0.012 0.1420 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.73E-02
304 * 0.00 0.000 0.006 0.1399 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.69E-02
305 * 0.00 0.000 0.007 0.1375 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.63E-02
306 0.00 0.000 0.007 0.1351 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.56E-02
307 0.00 0.000 0.007 0.1328 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.50E-02
Page 110 of 128
308 0.00 0.000 0.007 0.1304 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.45E-02
309 0.00 0.000 0.006 0.1285 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.41E-02
310 0.00 0.000 0.005 0.1268 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.39E-02
311 0.00 0.000 0.005 0.1252 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.37E-02
312 0.00 0.000 0.006 0.1233 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.38E-02
313 0.00 0.000 0.006 0.1212 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.38E-02
314 0.00 0.000 0.007 0.1190 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.39E-02
315 0.00 0.000 0.007 0.1167 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.42E-02
316 0.00 0.000 0.002 0.1161 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.46E-02
317 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.49E-02
318 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.50E-02
319 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.50E-02
320 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.48E-02
321 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.46E-02
322 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.42E-02
323 0.20 0.000 0.010 0.1794 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.38E-02
324 1.40 0.466 0.014 0.4630 1.2585 0.0000 6.98E-02 0.0000 0.0000 1.34E-02
325 * 0.10 0.000 0.028 0.4224 2.8162 0.0000 1.42E-01 0.0000 0.0000 1.30E-02
326 * 0.00 0.000 0.023 0.3829 2.2835 0.0000 1.38E-01 0.0000 0.0000 1.27E-02
327 * 0.00 0.000 0.029 0.3316 1.7212 0.0000 1.34E-01 0.0000 0.0000 1.25E-02
328 * * 0.00 0.000 0.000 0.2931 0.5055 0.0000 1.16E-01 0.0000 0.0000 1.23E-02
329 * * 0.90 0.000 0.016 0.2931 0.0000 0.0000 1.39E-17 0.0000 0.0000 1.25E-02
330 * * 0.20 0.000 0.010 0.2931 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.28E-02
331 * * 0.00 0.000 0.016 0.2931 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.33E-02
332 * * 0.50 0.000 0.000 0.2931 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.37E-02
333 * * 0.10 0.000 0.016 0.2931 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.43E-02
334 * * 0.00 0.000 0.010 0.2931 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.48E-02
335 * * 0.00 0.000 0.014 0.2931 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.50E-02
336 * * 0.00 0.000 0.018 0.2931 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.54E-02
337 * 0.00 0.000 0.020 0.2931 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.53E-02
338 * 0.40 0.121 0.000 0.3708 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.60E-02
339 * * 0.00 0.000 0.018 0.3723 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.75E-02
340 * * 0.00 0.000 0.019 0.3723 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.78E-02
341 * * 0.00 0.000 0.020 0.3723 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.69E-02
342 * * 0.20 0.000 0.019 0.3723 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.57E-02
Page 111 of 128
343 * * 0.00 0.000 0.013 0.3723 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.48E-02
344 * * 0.00 0.000 0.016 0.3723 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.45E-02
345 * * 0.00 0.000 0.015 0.3723 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.47E-02
346 * * 0.00 0.000 0.017 0.3723 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.51E-02
347 * 0.00 0.000 0.021 0.3723 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.56E-02
348 * * 0.00 0.000 0.014 0.3723 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.59E-02
349 * * 0.20 0.000 0.013 0.3723 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.62E-02
350 * * 0.00 0.000 0.008 0.3723 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.61E-02
351 * * 0.00 0.000 0.010 0.3723 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.55E-02
352 * * 0.00 0.000 0.015 0.3723 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.46E-02
353 * * 0.00 0.000 0.015 0.3723 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.35E-02
354 * * 0.00 0.000 0.017 0.3723 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.25E-02
355 * * 0.00 0.000 0.019 0.3723 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.15E-02
356 * * 0.00 0.000 0.020 0.3723 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.05E-02
357 * * 0.00 0.000 0.020 0.3723 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.64E-03
358 * * 0.10 0.000 0.000 0.3723 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.88E-03
359 * * 0.10 0.000 0.017 0.3723 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.86E-03
360 * * 0.00 0.000 0.013 0.3723 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.77E-03
361 * * 0.10 0.000 0.014 0.3723 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.00E-03
362 * * 0.10 0.000 0.010 0.3723 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.01E-03
363 * * 0.00 0.000 0.011 0.3723 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.76E-03
364 * * 0.00 0.000 0.014 0.3723 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.37E-03
365 * * 0.00 0.000 0.012 0.3723 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.98E-03
* = Frozen (air or soil)
inches cubic feet percent
Precipitation 19.20 4,878,720.0 100.00
Runoff 7.248 1,841,606.0 37.75
Evapotranspiration 7.760 1,971,825.2 40.42
Percolation/Leakage through Layer 2 3.387657 860,803.7 17.64
Average Head on Top of Layer 2 0.0669 ------
Percolation/Leakage through Layer 12 4.057631 1,031,044.0 21.13
Annual Totals for Year 9
Page 112 of 128
Change in Water Storage 0.1348 34,244.7 0.70
Soil Water at Start of Year 235.4395 #########1226.25
Soil Water at End of Year 235.0954 #########1224.46
Snow Water at Start of Year 1.5423 391,900.7 8.03
Snow Water at End of Year 2.0211 513,572.5 10.53
Annual Water Budget Balance 0.0000 0.0000 0.00
Page 113 of 128
Daily Output for Year 10
Column key:Head #1: drainage from Layer 2
Title:Long Valley Landfill
Simulated On:Leak #1: leakage thru Layer 2 Leak #2: leakage thru Layer 12
Day Rain Runoff ET
Evap. Zone
Water Head #1 Drain #1 Leak #1 Head #2 Drain #2 Leak #2
Air Soil (inches)(inches)(inches)(in/in)(inches)(inches)(inches)(inches)(inches)(inches)
1 * * 0.40 0.000 0.000 0.3723 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.68E-03
2 * * 0.00 0.000 0.022 0.3723 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.53E-03
3 * * 0.00 0.000 0.025 0.3723 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.53E-03
4 * * 0.00 0.000 0.025 0.3723 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.64E-03
5 * * 0.00 0.000 0.023 0.3723 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.85E-03
6 * * 0.00 0.000 0.019 0.3723 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.08E-03
7 * * 0.00 0.000 0.022 0.3723 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.31E-03
8 * * 0.00 0.000 0.021 0.3723 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.50E-03
9 * * 0.00 0.000 0.018 0.3723 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.61E-03
10 * * 0.10 0.000 0.014 0.3723 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.66E-03
11 * * 0.00 0.000 0.022 0.3723 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.60E-03
12 * * 0.00 0.000 0.016 0.3723 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.41E-03
13 * * 0.00 0.000 0.021 0.3723 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.15E-03
14 * * 0.00 0.000 0.023 0.3723 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.86E-03
15 * * 0.00 0.000 0.021 0.3723 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.56E-03
16 * * 0.00 0.000 0.023 0.3723 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.28E-03
17 * * 0.30 0.000 0.016 0.3723 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.02E-03
18 * * 0.00 0.000 0.019 0.3723 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.83E-03
19 * * 0.00 0.000 0.022 0.3723 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.71E-03
20 * * 0.00 0.000 0.027 0.3723 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.74E-03
21 * * 0.10 0.000 0.000 0.3723 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.82E-03
22 * * 0.00 0.000 0.024 0.3723 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.98E-03
23 * * 0.00 0.000 0.023 0.3723 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.27E-03
24 * * 0.00 0.000 0.023 0.3723 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.71E-03
25 * * 0.00 0.000 0.022 0.3723 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.29E-03
26 * * 0.00 0.000 0.027 0.3723 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.98E-03
27 * * 0.10 0.000 0.000 0.3723 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.76E-03
7/19/2024 11:05
Freezing Status*
Page 114 of 128
28 * * 0.00 0.000 0.022 0.3723 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.59E-03
29 * * 0.00 0.000 0.017 0.3723 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.04E-02
30 * * 0.00 0.000 0.019 0.3723 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.12E-02
31 * * 0.00 0.000 0.021 0.3723 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.20E-02
32 * * 0.00 0.000 0.029 0.3723 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.27E-02
33 * * 0.00 0.000 0.026 0.3723 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.24E-02
34 * * 0.20 0.000 0.019 0.3723 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.49E-02
35 * * 0.00 0.000 0.010 0.3723 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.51E-02
36 * * 0.00 0.000 0.012 0.3723 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.40E-02
37 * * 0.00 0.000 0.025 0.3723 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.38E-02
38 * * 0.00 0.000 0.027 0.3723 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.41E-02
39 * 0.00 0.000 0.030 0.3723 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.44E-02
40 * * 0.10 0.000 0.018 0.3723 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.46E-02
41 * * 0.00 0.000 0.017 0.3723 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.47E-02
42 * * 0.00 0.000 0.013 0.3723 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.46E-02
43 * * 0.00 0.000 0.022 0.3723 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.45E-02
44 * * 0.00 0.000 0.023 0.3723 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.42E-02
45 * * 0.00 0.000 0.024 0.3723 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.39E-02
46 * * 0.00 0.000 0.027 0.3723 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.36E-02
47 * 0.00 0.000 0.029 0.3723 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.32E-02
48 * * 0.00 0.000 0.026 0.3723 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.29E-02
49 * * 0.00 0.000 0.021 0.3723 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.26E-02
50 * * 0.00 0.000 0.022 0.3723 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.23E-02
51 * * 0.00 0.000 0.018 0.3723 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.21E-02
52 * * 0.00 0.000 0.023 0.3723 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.19E-02
53 * * 0.40 0.000 0.000 0.3723 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.17E-02
54 * * 0.20 0.000 0.000 0.3723 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.15E-02
55 * * 0.00 0.000 0.023 0.3723 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.12E-02
56 * * 0.00 0.000 0.016 0.3723 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.10E-02
57 * * 0.00 0.000 0.018 0.3723 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.09E-02
58 * * 0.00 0.000 0.023 0.3723 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.08E-02
59 * * 0.00 0.000 0.028 0.3723 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.07E-02
60 * * 0.00 0.000 0.024 0.3723 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.06E-02
61 * * 0.10 0.000 0.000 0.3723 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.04E-02
62 * * 0.00 0.000 0.021 0.3723 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.02E-02
Page 115 of 128
63 * * 0.00 0.000 0.023 0.3723 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.93E-03
64 * * 0.00 0.000 0.027 0.3723 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.75E-03
65 * 0.00 0.000 0.032 0.3723 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.67E-03
66 * 0.00 0.019 0.025 0.3809 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.25E-03
67 * 0.00 0.409 0.000 0.4078 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.78E-03
68 * * 0.10 0.000 0.030 0.4078 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.43E-03
69 * * 0.00 0.000 0.032 0.4078 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.27E-03
70 * 0.00 0.070 0.023 0.4101 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.30E-03
71 * 0.10 0.400 0.000 0.4212 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.48E-03
72 * 0.00 0.505 0.000 0.4245 0.0003 0.0000 1.05E-02 0.0000 0.0000 8.75E-03
73 * * 0.80 0.000 0.033 0.4245 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.08E-03
74 * 0.00 0.174 0.011 0.4245 0.0023 0.0000 4.24E-03 0.0000 0.0000 9.40E-03
75 * 0.00 0.217 0.005 0.4245 0.0052 0.0000 9.64E-03 0.0000 0.0000 9.69E-03
76 * 0.00 0.017 0.032 0.4245 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.92E-03
77 * 0.00 0.209 0.008 0.4245 0.0040 0.0000 7.39E-03 0.0000 0.0000 1.01E-02
78 * 0.00 0.000 0.035 0.4245 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.02E-02
79 * * 0.10 0.000 0.032 0.4245 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.02E-02
80 * * 0.10 0.000 0.029 0.4245 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.01E-02
81 * 0.10 0.033 0.000 0.4245 0.0069 0.0000 1.27E-02 0.0000 0.0000 1.01E-02
82 * * 0.00 0.000 0.036 0.4245 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.94E-03
83 * * 0.10 0.000 0.035 0.4245 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.85E-03
84 * 0.00 0.095 0.027 0.4245 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.76E-03
85 * 0.00 0.318 0.000 0.4245 0.0083 0.0000 1.53E-02 0.0000 0.0000 1.04E-02
86 * * 0.10 0.000 0.030 0.4245 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.07E-03
87 * * 0.00 0.000 0.022 0.4245 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.03E-02
88 * * 0.00 0.000 0.029 0.4245 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.06E-02
89 * * 0.30 0.000 0.000 0.4245 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.85E-03
90 * 0.00 0.000 0.035 0.4245 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.37E-03
91 * 0.00 0.405 0.000 0.4245 0.0083 0.0000 1.54E-02 0.0000 0.0000 9.95E-03
92 * 0.00 0.557 0.000 0.4245 0.0082 0.0000 1.52E-02 0.0000 0.0000 8.72E-03
93 * * 0.00 0.000 0.046 0.4245 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.04E-02
94 * * 0.00 0.000 0.050 0.4245 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.38E-02
95 * * 0.00 0.000 0.058 0.4245 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.37E-02
96 * 0.00 0.069 0.121 0.4245 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.26E-02
97 * 0.00 0.000 0.000 0.4245 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.17E-02
Page 116 of 128
98 * 0.00 0.000 0.000 0.4245 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.15E-02
99 * 0.00 0.000 0.000 0.4245 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.19E-02
100 0.10 0.027 0.084 0.3862 1.7528 0.0000 1.04E-01 0.0000 0.0000 1.29E-02
101 0.00 0.000 0.091 0.3110 1.7318 0.0000 1.34E-01 0.0000 0.0000 1.19E-02
102 0.00 0.000 0.102 0.2339 1.0414 0.0000 1.30E-01 0.0000 0.0000 1.29E-02
103 * 0.10 0.000 0.113 0.1879 0.4239 0.0000 1.25E-01 0.0000 0.0000 1.30E-02
104 * 0.00 0.000 0.065 0.1583 0.0243 0.0000 2.43E-02 0.0000 0.0000 1.53E-02
105 * * 0.00 0.000 0.000 0.1583 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.49E-02
106 * * 0.10 0.000 0.100 0.1583 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.24E-02
107 * * 0.00 0.000 0.000 0.1583 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.08E-02
108 * 0.10 0.000 0.001 0.1913 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.04E-02
109 * 0.00 0.000 0.000 0.1913 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.06E-02
110 * 0.10 0.001 0.001 0.2240 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.10E-02
111 * 0.10 0.006 0.001 0.2551 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.16E-02
112 * 0.00 0.000 0.000 0.2551 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.11E-02
113 * 0.00 0.000 0.000 0.2551 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.15E-02
114 0.00 0.000 0.099 0.2118 0.0721 0.0000 3.11E-02 0.0000 0.0000 1.36E-02
115 0.00 0.000 0.173 0.1406 0.0598 0.0000 4.10E-02 0.0000 0.0000 1.51E-02
116 0.00 0.000 0.074 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.42E-02
117 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.62E-02
118 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.37E-02
119 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.23E-02
120 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.15E-02
121 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.06E-02
122 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.08E-02
123 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.13E-02
124 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.19E-02
125 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.23E-02
126 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.25E-02
127 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.27E-02
128 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.27E-02
129 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.27E-02
130 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.27E-02
131 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.26E-02
132 0.20 0.000 0.012 0.1786 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.25E-02
Page 117 of 128
133 0.00 0.000 0.022 0.1713 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.24E-02
134 0.00 0.000 0.023 0.1635 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.23E-02
135 0.00 0.000 0.023 0.1560 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.21E-02
136 0.00 0.000 0.022 0.1485 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.18E-02
137 0.00 0.000 0.022 0.1411 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.15E-02
138 0.00 0.000 0.022 0.1338 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.13E-02
139 0.00 0.000 0.021 0.1267 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.13E-02
140 0.00 0.000 0.021 0.1197 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.06E-02
141 0.00 0.000 0.009 0.1169 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.03E-02
142 0.00 0.000 0.003 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.02E-02
143 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.01E-02
144 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.04E-02
145 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.07E-02
146 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.08E-02
147 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.08E-02
148 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.08E-02
149 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.08E-02
150 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.10E-02
151 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.13E-02
152 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.16E-02
153 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.19E-02
154 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.22E-02
155 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.23E-02
156 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.21E-02
157 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.15E-02
158 0.50 0.000 0.014 0.2781 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.09E-02
159 0.00 0.000 0.015 0.2417 0.3363 0.0000 9.41E-02 0.0000 0.0000 1.04E-02
160 0.00 0.000 0.015 0.2068 0.1681 0.0000 8.94E-02 0.0000 0.0000 9.97E-03
161 0.00 0.000 0.015 0.1986 0.0028 0.0000 9.56E-03 0.0000 0.0000 9.54E-03
162 0.00 0.000 0.015 0.1927 0.0015 0.0000 2.47E-03 0.0000 0.0000 9.15E-03
163 0.00 0.000 0.016 0.1875 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.79E-03
164 0.00 0.000 0.016 0.1823 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.45E-03
165 0.00 0.000 0.015 0.1771 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.14E-03
166 0.00 0.000 0.016 0.1718 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.85E-03
167 0.00 0.000 0.015 0.1667 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.58E-03
Page 118 of 128
168 0.00 0.000 0.016 0.1615 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.32E-03
169 0.00 0.000 0.015 0.1565 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.09E-03
170 0.00 0.000 0.016 0.1511 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.86E-03
171 0.00 0.000 0.016 0.1458 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.65E-03
172 0.00 0.000 0.017 0.1401 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.41E-03
173 0.00 0.000 0.018 0.1341 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.20E-03
174 0.00 0.000 0.016 0.1287 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.01E-03
175 0.00 0.000 0.019 0.1224 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.79E-03
176 0.00 0.000 0.019 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.54E-03
177 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.24E-03
178 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.90E-03
179 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.52E-03
180 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.11E-03
181 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.68E-03
182 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.23E-03
183 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.79E-03
184 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.35E-03
185 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.93E-03
186 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.52E-03
187 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.54E-04
188 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.31E-04
189 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.58E-04
190 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.17E-04
191 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.64E-04
192 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.57E-05
193 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
194 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
195 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
196 0.10 0.000 0.010 0.1461 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
197 0.00 0.000 0.014 0.1414 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
198 0.00 0.000 0.018 0.1356 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
199 0.00 0.000 0.017 0.1298 0.0000 0.0000 0.00E+00 0.0000 0.0000 0.00E+00
200 0.00 0.000 0.015 0.1248 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.42E-04
201 0.00 0.000 0.021 0.1178 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.81E-04
202 0.00 0.000 0.005 0.1162 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.96E-04
Page 119 of 128
203 0.00 0.000 0.001 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.07E-03
204 0.10 0.000 0.010 0.1461 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.31E-03
205 0.50 0.000 0.022 0.3053 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.50E-03
206 0.30 0.000 0.029 0.3532 0.7632 0.0000 1.28E-01 0.0000 0.0000 1.67E-03
207 0.10 0.000 0.031 0.3323 1.3577 0.0000 1.32E-01 0.0000 0.0000 1.83E-03
208 0.10 0.000 0.249 0.2393 1.0492 0.0000 1.30E-01 0.0000 0.0000 1.99E-03
209 0.20 0.000 0.028 0.2550 0.3803 0.0000 1.25E-01 0.0000 0.0000 1.23E-03
210 0.00 0.000 0.178 0.1902 0.0155 0.0000 1.59E-02 0.0000 0.0000 3.46E-03
211 0.00 0.000 0.039 0.1767 0.0000 0.0000 1.37E-03 0.0000 0.0000 3.97E-03
212 0.50 0.000 0.045 0.3284 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.05E-03
213 0.00 0.000 0.185 0.2243 0.7619 0.0000 1.28E-01 0.0000 0.0000 3.55E-03
214 0.00 0.000 0.258 0.1207 0.1777 0.0000 5.32E-02 0.0000 0.0000 1.02E-03
215 0.00 0.000 0.010 0.1172 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.74E-03
216 0.10 0.000 0.055 0.1322 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.06E-03
217 0.00 0.000 0.033 0.1212 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.80E-03
218 0.00 0.000 0.012 0.1172 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.52E-03
219 0.00 0.000 0.003 0.1163 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.76E-03
220 0.00 0.000 0.001 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.28E-03
221 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.64E-03
222 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.87E-03
223 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.99E-03
224 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.05E-03
225 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.06E-03
226 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.25E-03
227 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.24E-03
228 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.95E-03
229 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.63E-03
230 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.42E-03
231 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.38E-03
232 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.49E-03
233 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.67E-03
234 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.85E-03
235 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.92E-03
236 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.85E-03
237 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.60E-03
Page 120 of 128
238 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.82E-03
239 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.94E-03
240 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.46E-03
241 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.26E-03
242 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.28E-03
243 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.45E-03
244 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.72E-03
245 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.03E-03
246 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.37E-03
247 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.69E-03
248 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.98E-03
249 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.24E-03
250 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.44E-03
251 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.58E-03
252 0.10 0.000 0.019 0.1429 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.22E-03
253 0.00 0.000 0.023 0.1353 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.98E-03
254 0.00 0.000 0.024 0.1275 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.08E-03
255 0.00 0.000 0.026 0.1188 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.30E-03
256 0.00 0.000 0.008 0.1163 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.63E-03
257 0.00 0.000 0.001 0.1161 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.99E-03
258 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.28E-03
259 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.44E-03
260 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.42E-03
261 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.24E-03
262 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.91E-03
263 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.48E-03
264 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.99E-03
265 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.47E-03
266 0.10 0.000 0.014 0.1446 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.87E-03
267 0.00 0.000 0.016 0.1393 0.0000 0.0000 0.00E+00 0.0000 0.0000 4.30E-03
268 0.00 0.000 0.020 0.1327 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.82E-03
269 0.00 0.000 0.019 0.1264 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.43E-03
270 0.00 0.000 0.018 0.1205 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.10E-03
271 0.10 0.000 0.021 0.1467 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.80E-03
272 0.00 0.000 0.015 0.1418 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.53E-03
Page 121 of 128
273 0.00 0.000 0.016 0.1364 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.27E-03
274 0.00 0.000 0.016 0.1312 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.00E-03
275 0.00 0.000 0.012 0.1274 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.74E-03
276 0.00 0.000 0.012 0.1232 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.48E-03
277 0.00 0.000 0.011 0.1196 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.25E-03
278 0.00 0.000 0.009 0.1166 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.05E-03
279 0.00 0.000 0.001 0.1161 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.12E-04
280 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.40E-04
281 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.53E-04
282 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.61E-04
283 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.17E-03
284 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.80E-04
285 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.95E-03
286 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.62E-03
287 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.07E-03
288 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.74E-03
289 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.05E-03
290 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 3.84E-03
291 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 5.04E-03
292 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 6.40E-03
293 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 7.48E-03
294 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.19E-03
295 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.54E-03
296 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.64E-03
297 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.59E-03
298 0.00 0.000 0.000 0.1160 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.48E-03
299 * 0.20 0.000 0.043 0.1226 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.36E-03
300 * 0.00 0.000 0.030 0.1291 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.28E-03
301 * 0.00 0.000 0.019 0.1357 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.24E-03
302 0.00 0.000 0.043 0.1378 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.25E-03
303 0.00 0.000 0.007 0.1355 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.20E-03
304 0.00 0.000 0.007 0.1332 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.39E-03
305 0.00 0.000 0.007 0.1310 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.67E-03
306 0.00 0.000 0.007 0.1287 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.87E-03
307 0.00 0.000 0.007 0.1265 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.98E-03
Page 122 of 128
308 0.00 0.000 0.007 0.1243 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.01E-03
309 0.00 0.000 0.005 0.1224 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.00E-03
310 0.00 0.000 0.008 0.1198 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.98E-03
311 0.00 0.000 0.008 0.1172 0.0000 0.0000 0.00E+00 0.0000 0.0000 8.99E-03
312 0.20 0.000 0.010 0.1805 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.04E-03
313 * 0.10 0.000 0.032 0.1871 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.24E-03
314 * 0.30 0.000 0.012 0.1936 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.28E-03
315 * 0.30 0.000 0.012 0.2002 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.32E-03
316 * 0.00 0.000 0.014 0.2067 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.48E-03
317 * 0.00 0.000 0.017 0.2133 0.0000 0.0000 0.00E+00 0.0000 0.0000 9.75E-03
318 * 0.00 0.000 0.017 0.2199 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.01E-02
319 * 0.30 0.000 0.000 0.2264 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.04E-02
320 0.00 0.000 0.020 0.2330 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.07E-02
321 0.00 0.000 0.000 0.3018 0.1552 0.0000 9.29E-02 0.0000 0.0000 1.10E-02
322 0.00 0.000 0.000 0.3749 0.8420 0.0000 1.28E-01 0.0000 0.0000 1.11E-02
323 0.00 0.000 0.046 0.3389 1.6391 0.0000 1.34E-01 0.0000 0.0000 1.12E-02
324 0.00 0.000 0.010 0.2922 1.1754 0.0000 1.30E-01 0.0000 0.0000 1.12E-02
325 0.00 0.000 0.010 0.2469 0.5683 0.0000 1.26E-01 0.0000 0.0000 1.12E-02
326 0.00 0.000 0.010 0.2239 0.0823 0.0000 5.96E-02 0.0000 0.0000 1.12E-02
327 0.00 0.000 0.009 0.2194 0.0030 0.0000 4.05E-03 0.0000 0.0000 1.13E-02
328 * 0.10 0.000 0.025 0.2259 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.14E-02
329 * 0.00 0.000 0.015 0.2320 0.0008 0.0000 1.50E-03 0.0000 0.0000 1.15E-02
330 * 0.00 0.000 0.029 0.2287 0.0002 0.0000 2.84E-04 0.0000 0.0000 1.20E-02
331 * 0.00 0.000 0.000 0.2284 0.0001 0.0000 9.73E-04 0.0000 0.0000 1.36E-02
332 * 0.00 0.000 0.000 0.2276 0.0014 0.0000 2.39E-03 0.0000 0.0000 9.83E-03
333 * 0.00 0.000 0.009 0.2245 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.05E-02
334 * * 0.00 0.000 0.000 0.2245 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.40E-02
335 * * 0.00 0.000 0.000 0.2245 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.67E-02
336 * * 0.00 0.000 0.000 0.2245 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.76E-02
337 * * 0.00 0.000 0.000 0.2245 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.69E-02
338 * * 0.00 0.000 0.000 0.2245 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.58E-02
339 * 0.00 0.000 0.000 0.2245 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.51E-02
340 * 0.00 0.000 0.000 0.2245 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.52E-02
341 * * 0.00 0.000 0.000 0.2245 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.54E-02
342 * 0.00 0.000 0.000 0.2245 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.59E-02
Page 123 of 128
343 * 0.00 0.000 0.000 0.2245 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.67E-02
344 * * 0.00 0.000 0.000 0.2245 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.76E-02
345 * * 0.00 0.000 0.000 0.2245 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.86E-02
346 * * 0.00 0.000 0.000 0.2245 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.95E-02
347 * * 0.40 0.000 0.011 0.2245 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.00E-02
348 * * 0.00 0.000 0.011 0.2245 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.02E-02
349 * * 0.10 0.000 0.015 0.2245 0.0000 0.0000 0.00E+00 0.0000 0.0000 2.00E-02
350 * * 0.00 0.000 0.012 0.2245 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.96E-02
351 * * 0.00 0.000 0.016 0.2245 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.89E-02
352 * * 0.20 0.000 0.000 0.2245 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.81E-02
353 * * 0.10 0.000 0.013 0.2245 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.72E-02
354 * * 0.00 0.000 0.014 0.2245 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.67E-02
355 * * 0.00 0.000 0.015 0.2245 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.62E-02
356 * 0.00 0.000 0.000 0.2245 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.56E-02
357 * * 0.00 0.000 0.018 0.2245 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.54E-02
358 * * 0.00 0.000 0.010 0.2245 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.54E-02
359 * * 0.10 0.000 0.014 0.2245 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.56E-02
360 * * 0.00 0.000 0.017 0.2245 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.59E-02
361 * * 0.00 0.000 0.017 0.2245 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.64E-02
362 * * 0.00 0.000 0.014 0.2245 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.69E-02
363 * * 0.20 0.000 0.000 0.2245 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.75E-02
364 * * 0.10 0.000 0.012 0.2245 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.79E-02
365 * * 0.00 0.000 0.010 0.2245 0.0000 0.0000 0.00E+00 0.0000 0.0000 1.82E-02
* = Frozen (air or soil)
inches cubic feet percent
Precipitation 10.10 2,566,410.0 100.00
Runoff 3.531 897,278.5 34.96
Evapotranspiration 5.783 1,469,505.7 57.26
Percolation/Leakage through Layer 2 2.267607 576,199.0 22.45
Average Head on Top of Layer 2 0.0401 ------
Percolation/Leakage through Layer 12 3.227106 820,007.8 31.95
Annual Totals for Year 10
Page 124 of 128
Change in Water Storage -2.4415 -620,382.0 -24.17
Soil Water at Start of Year 235.0954 #########2327.68
Soil Water at End of Year 233.6924 #########2313.79
Snow Water at Start of Year 2.0211 513,572.5 20.01
Snow Water at End of Year 0.9827 249,699.9 9.73
Annual Water Budget Balance 0.0000 0.0000 0.00
Page 125 of 128
Average Annual Totals Summary
Title:Long Valley Landfill
Simulated on:7/19/2024 11:05
(inches)[std dev](cubic feet)(percent)
16.10 [3.1]4,091,010.0 100.00
3.264 [2.439]829,365.0 20.27
9.103 [2.408]2,313,041.7 56.54
3.620989 [1.037818]920,093.2 22.49
0.0745 [0.0271]------
1.740638 [1.661349]442,296.1 10.81
Water storage
1.9926 [3.1188]506,307.2 12.38
* Note: Average inches are converted to volume based on the user-specified area.
Average Head on Top of Layer 2
Subprofile2
Percolation/leakage through Layer 12
Change in water storage
Average Annual Totals for Years 1 - 10*
Precipitation
Runoff
Evapotranspiration
Subprofile1
Percolation/leakage through Layer 2
Page 126 of 128
Peak Values Summary
Title:Long Valley Landfill
Simulated on:7/19/2024 11:05
(inches)(cubic feet)
2.70 686,070.0
1.808 459,468.0
0.141614 35,984.1
2.8162
0.020376 5,177.5
Other Parameters
Snow water 4.9911 1,268,230.0
Maximum vegetation soil water 0.4630 (vol/vol)
Minimum vegetation soil water 0.1160 (vol/vol)
Subprofile2
Percolation/leakage through Layer 12
Peak Values for Years 1 - 10*
Precipitation
Runoff
Subprofile1
Percolation/leakage through Layer 2
Average head on Layer 2
Page 127 of 128
Final Water Storage in Landfill Profile at End of Simulation Period
Title:Long Valley Landfill
Simulated on:7/19/2024 11:05
Simulation period:10 years
Layer (inches)(vol/vol)
1 0.6735 0.2245
2 7.8659 0.4370
3 1.3920 0.2320
4 30.2881 0.2524
5 3.0487 0.2541
6 30.4695 0.2539
7 3.1620 0.2635
8 31.4794 0.2623
9 31.1104 0.2593
10 31.4708 0.2623
11 31.1911 0.2599
12 31.5411 0.2628
Snow water 0.9827 ---
Final Water Storage
Page 128 of 128
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FUTURE
CLASS II
CELL
FUTURE CONSTRUCTION
BOUNDARY LINE
MAINTENANCE
BUILDING
LO
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240.0' TYP.
48
0
.
0
'

T
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P
.
FUTURE
CLASS II
CELL
FUTURE
CLASS II
CELL
FUTURE
CLASS II
CELL
FUTURE
CLASS II
CELL
FUTURE
CLASS II
CELL
FUTURE
CLASS II
CELL
16
0
.
0
'
480.0'
FUTURE
CLASS II
CELL
FUTURE
CLASS II
CELL
FUTURE
CLASS II
CELL
FUTURE
CLASS II
CELL
24
0
.
0
'

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.
480
.
0
'

T
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P
.
FUTURE
CONSTRUCTION/
DEMOLITION
WASTES
FUTURE
CONSTRUCTION/
DEMOLITION
WASTES
FUTURE
CONSTRUCTION/
DEMOLITION
WASTES
DESIGNED BY
PROJECT NUMBER
FOR:
PROJECT MANAGER
PRINT DATE
PHONE:
CONTACT:
WWW.ENSIGNENG.COM
RICHFIELD
225 N 100 E
Richfield, UT 84701
Phone: [phone]
SANDY
Phone: [phone]
LAYTON
Phone: [phone]
TOOELE
Phone: [phone]
CEDAR CITY
Phone: [phone]
13336
LO
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,

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WAYNE COUNTY
CLIENT'S ADDRESS
CLIENT CITY STATE ZIP
CLIENT CONTACT
801.000.0000
K. CHAPPELL B.REES
2024-08-01
HORIZONTAL GRAPHIC SCALE
0
( IN FEET )
HORZ: 1 inch = ft.200
200 100 200 400
EXHIBIT #9
CELL PROGRESSION
MAP
30
'
6%
2:1
SCALE:3 NONE
SECTION D
6%
2:1
30'
2'
4:1 4:1
NATURAL GRADE
PERIMETER DITCH
FUTURE CAP
PERIMETER ROAD
SCALE:4 NONE
CELL BERM DETAIL
NOTE:
1. GRADE CELL PERIMETER DITCHES TO
DRAIN AWAY FROM CELL
6%
NATIVE VEGETATION
TOP SOIL
IMPERMEABLE SOIL
SOLID WASTE
6"
18
"
SCALE:5 NONE
CAP DETAIL
40
'
20
'6%6%
40'
2:1
BOTTOM OF CELL TO BE SCARIFIED
8" DEEP AND RECOMPACTED TO
95% AASHTO T-99
STOCK PILE
EXCAVATED MATERIAL
SCALE:2 NONE
SECTION C-C
40
'
200'
22
0
'
28
0
'
380'
440'
C
C
D
SCALE:1 NONE
CLASS II LANDFILL PITS
EXHIBIT #10
DETAILS
CHECKED BYDRAWN BY
PROJECT NUMBER
FOR:
PROJECT MANAGER
PRINT DATE
PHONE:
CONTACT:
RICHFIELD
225 N. 100 E.
Richfield, UT 84701
Phone: [phone]
LAYTON
Phone: [phone]
TOOELE
Phone: [phone]
CEDAR CITY
Phone: [phone]
SALT LAKE CITY
Phone: [phone]
WWW.ENSIGNENG.COM
E N S I G N
THE STANDARD IN ENGINEERING
13336
LO
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,

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H
WAYNE COUNTY
18 SOUTH MAIN ST.
LOA, UT 84747
DENNIS BLACKBURN
435-836-1300
K. CHAPPELL
B. REESD. SCHAUGAARD
7/25/24

SANDY
45 W 10000 S, STE 500
Sandy, UT 84070
P: 801.255.0529
LAYTON
919 North 400 West
Layton, UT 84041
P: 801.547.1100
CEDAR CITY
88 E Fiddler’s Canyon Rd, STE 210
Cedar City, UT 84721
P: 435.865.1453
TOOELE
169 N. Main St, Unit 1
Tooele, UT 84074
P: 435.843.3590
RICHFIELD
225 N 100 E
Richfield, UT 84701
P: 435.896.2983

www.ensigneng.com

Structural Engineering
Municipal Services
Civil Engineering
Land Surveying

July 25, 2024

Ensign Engineering
225 North 100 East
Richfield, UT 84701

Dr. Christopher W. Merritt, Ph.D.
Utah State Historic Preservation Office
300 South Rio Grande Street, Room 218
Salt Lake City, UT 84101

RE: Long Hollow Class II Permit Renewal and Expansion

Dear Dr. Merritt

Wayne County is in the process of renewing and expanding the Long Hollow Landfill in Loa, Utah.
The landfill is currently operating as a Class II landfill. The existing landfill main gate is located at
Latitude 38.358662° North and Longitude -111.687593° West located approximately 4 miles
southwest of Loa, Utah. A map has been attached for your reference.

The site has been and will continue to be used as a Class II landfill. Class II landfills can accept
all household waste, yard waste, construction/ demolition, white goods and crap metal, tires, dead
animals, commercial, and non-hazardous industrial waste. It is anticipated that there would be
approximately 60-90 tons of waste per week. The landfill is requesting approval to be expanded
beyond the previously approved area. No historical items are assumed to be discovered. The
landfill will expand within its existing property boundary therefore risk to discovering other
Historical items is not of concern. All work will be done within existing right-of-way and easements.

Due to the site being approved for Class II landfill in the past and no new property will be disturbed
outside the property boundaries it is recommended a finding of No Historic Properties Affected.
Please provide your concurrence, or objection within thirty-days of your receipt of this
recommended finding. In accordance with 36 CFR §800.3(c)(4), we will proceed to the next step
in the review if a response is not received within thirty-days.

If you have questions concerning this letter please contact me at 435-896-2983

Sincerely,

Brennan Rees, PE
Assistant Project Manager
[e-mail]

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Base map from U. S. Geological Survey
Moroni Peak, Utah 7.5’ Quadrangle, 1969.
The Miscellaneous Publication Maps provide an outlet
for authors who are not Utah Geological Survey staff.
Not all aspects of this publication have been reviewed by
the UGS.
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AP64
To
2001 MAGNETIC DECLINATION
AT CENTER OF SHEET
12 53
229 MIL
2
A
A
B
UTAH GEOLOGICAL SURVEY
a division of
UTAH DEPARTMENT OF NATURAL RESOURCES
Plate 1
Utah Geological Survey Miscellaneous Publication 01-5
Geologic Map of the Moroni Peak Quadrangle
GEOLOGIC MAP OF THE
MORONI PEAK QUADRANGLE,
WAYNE COUNTY, UTAH
by
Stephen R. Mattox
2001
1 0.5 0
1 0.5 0 1 KILOMETER
1 MILE
SCALE 1:24,000
01000 1000 2000 3000 4000 5000 6000 7000 FEET
CONTOUR INTERVAL 20 FEET
UTAH
QUADRANGLE LOCATION
APPROX.
PROPERTY
BOUNDARY
EXPLANATION
Contact
Fault - long dashed where uncertain; short dashed
where covered; bar and ball on downthrown side.
Strike and dip
Horizontal beds
Strike of vertical joints
Sample locations
Vent
Gravel pit
AP65
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QUATERNARY
Alluvium (Late Pleistocene and Holocene) -- Gray and light brown,
unconsolidated, silt, sand, and gravel along active streams and washes.
Maximum exposed thickness is 20 feet (6 m).
Mixed alluvium and colluvium (Pleistocene and Holocene) -- Gray and
light-brown, unconsolidated to weakly consolidated mud, sand, cobbles
and boulders in valley-fill deposits, older stream deposits, and gentle
slopes below steep escarpments. Dissected by modern streams. The
deposit in Long Hollow is estimated to be at least 100 feet (30 m) thick;
other deposits are generally less than 20 feet (6 m) thick.
Pediment-mantle alluvium (Pleistocene) -- Gray and light-brown,
unconsolidated, fine gravel on sloping erosional surfaces. Gravel consists
of eroded Osiris Tuff. Maximum exposed thickness is 40 feet (12 m).
TERTIARY
Unconformity
Basalt lava flows (Miocene) -- Black, dark-gray, and reddish-brown, dense
lava flows of olivine basalt. Contains abundant olivine phenocrysts, with
less abundant phenocrysts of clinopyroxene and plagioclase in
groundmass of plagioclase microlites, iron oxides, and glass. Maximum
thickness, near vent, is about 270 feet (80 m).
Sevier River Formation (Miocene) -- Gray, light-brown, and greenish-
gray, moderately consolidated, medium- to thick-bedded sandstone and
conglomerate. Conglomerate contains clasts from the volcanic rocks
of Langdon Mountain. Maximum thickness is about 100 feet (30 m).
Unconformity
Osiris Tuff (Miocene) -- Orange, reddish-brown, and light-gray, resistant,
densely welded, vitric-crystal ash-flow tuff with black basal vitrophyre.
Light-gray, thin-bedded ash beneath vitrophyre at one locality. Maximum
exposed thickness is 130 feet (40 m).
Unconformity
Potassium-rich mafic lava flows (Oligocene-Miocene) -- Medium-gray to
black, porphyritic lava flows containing nearly equal amounts of
clinopyroxene and plagioclase and less abundant olivine, orthopyroxene,
and iron oxide phenocrysts in a groundmass of plagioclase microlites,
iron oxides, and glass. Maximum exposed thickness is 400 feet (120
m).
Latite lava flows (Oligocene-Miocene) -- Black, glassy lava flows containing
a few percent resorbed plagioclase, clinopyroxene, hornblende, and
iron oxide phenocrysts; also medium-gray, structureless or flow-banded
lava flows with conspicuous plagioclase and absence of hornblende.
Maximum exposed thickness is 400 feet (120 m).
Volcanic rocks of Langdon Mountain (Oligocene-Miocene) -- Red, gray,
and white mudflow breccia, with minor beds of sandstone and
conglomerate. Individual beds of mudflow breccia range from well
sorted, clast-supported cobbles to poorly sorted, matrix-supported
cobbles and boulders; clasts are andesitic in composition. Sandstones
are well sorted and tuffaceous. Beds are structureless, inversely graded,
and normally graded. Maximum exposed thickness is 350 feet (105 m).
UTAH GEOLOGICAL SURVEY
a division of
UTAH DEPARTMENT OF NATURAL RESOURCES
Plate 2
Utah Geological Survey Miscellaneous Publication 01-5
Geologic Map of the Moroni Peak Quadrangle
DESCRIPTION OF MAP UNITS
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Quaternary
Surficial deposits
Basalt
lava flows
Sevier River
Formation
Osiris Tuff
Potassium-rich
mafic lava flows
Latite
lava flows
Volcanic rocks
of Langdon
Mountain
Alluvial facies
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0-100
(0-30)
0-270
(0-80)
0-100
(0-30)
0-130
(0-40)
0-400
(0-120)
0-400
(0-120)
0-350
(0-105)
MAP UNIT LITHOLOGY
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CORRELATION OF MAP UNITS
4
unconformity
unconformity
unconformity
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Holocene
Pleistocene
QUATERNARY
TERTIARY
Oligocene
Miocene
GEOLOGIC MAP OF THE MORONI PEAK
QUADRANGLE, WAYNE COUNTY, UTAH
by
Stephen R. Mattox
Department of Geology
Grand Valley State University
Allendale, MI 49401-9403
ISBN 1 -55791 -661 -6
The Miscellaneous Publication series from the Utah Geological Survey provides non-UGS authors with a high-
quality fonnat for papers concerning Utah geology. Although reviews have been incorporated , thi s publication
does not necessarily conform to UGS technical, policy, or editorial standards .
1.F' MISCELLANEOUS PUBLICATION 01 -5 'tl-=W UTAH 6EOL061CAL SURVEY
.,, a division of
2001 Utah Department of Natural Resources
STATE OF UTAH
Michael 0. Leavitt, Governor
DEPARTMENT OF NATURAL RESOURCES
Kathleen Clarke, Executive Director
UTAH GEOLOGICAL SURVEY
Richard G. Allis, Director
UGS Board
Member Representing
Robert Robison (Chairman) ...................................................................................................... Minerals (Industrial)
Geoffrey Bedell .............................................................................................................................. Minerals (Metals)
Stephen Church .................................................................................................................... Minerals (Oil and Gas)
E.H. Deedee O'Brien ........................................................................................................................ Public-at-Large
Craig Nelson ............................................................................................................................ Engineering Geology
Charles Semborski ............................................................................................................................ Minerals (Coal)
Ronald Bruhn .............................................................................................................................................. Scientific
Stephen Boyden, Trust Lands Administration ............................................................................. Ex officio member
UTAH GEOLOGICAL SURVEY
The UTAH GEOLOGICAL SURVEY is organized into five geologic programs with Administration and Editorial providing neces-
sary support to the program . The ENERGY & MINERAL RESOURCES PROGRAM undertakes studies to identify coal, geothermal,
uranium, hydrocarbon, and industrial and metallic resources; initiates detailed studies of these resources including mining district and field
studies; develops computerized resource data bases , to answer state, federal, and industry requests for information; and encourages the pru-
dent development of Utah 's geologic resources. The GEOLOGIC HAZARDS PROGRAM responds to requests from local and state gov-
ernmental entities for engineering-geologic investigations; and identifies , documents , and interprets Utah's geologic hazards. The GEO-
LOGIC MAPPING PROGRAM maps the bedrock and surficial geology of the state at a regional scale by county and at a more detailed
scale by quadrangle. The GEOLOGIC INFORMATION & OUTREACH PROGRAM answers inquiries from the public and provides
information about Utah's geology in a non-technical format. The ENVIRONMENTAL SCIENCES PROGRAM maintains and publish-
es records of Utah's fossil resources, provides paleontological and archeological recovery services to state and local governments, conducts
studies of environmental change to aid resource management, and evaluates the quantity and quality of Utah's ground-water resources.
The UGS Library is open to the public and contains many reference works on Utah geology and many unpublished documents on
aspects of Utah geology by UGS staff and others. The UGS has several computer databases with information on mineral and energy
resources, geologic hazards , stratigraphic sect ions , and bibliographic references. Most files may be viewed by using the UGS Library. The
UGS also manages the Utah Core Research Center which contains core, cuttings, and soil samples from mineral and petroleum drill holes
and engineering geology investigations. Samples may be viewed at the Utah Core Research Center or requested as a loan for outside study.
The UGS publishes the results of its investigations in the fonn of maps, reports, and compilations of data that are accessible to the pub-
lic. For information on UGS publications , contact the Natural Resources Map/Bookstore, 1594 W. North Temple, Salt Lake City, Utah
84116, [phone] or 1-888-UTAH MAP. E-mail: [e-mail] and visit our web site at http://www.ugs.state.ut.us.
UGS Editorial Staff
J. Stringfellow .................................................................................................................................................... Editor
Vicky Clarke, Sharon Hamre ............................................................................................................... Graphic Artists
Patricia H. Speranza, James W. Parker, Lori Douglas .......................................................................... Cartographers
The Utah Departmellf of Natural Resources receives federal aid and prohibits discrimination 011 the basis of race, color. sex, age, national origin, or disability. For
information or complaints regarding discrimi11atio11, contact Execurive Director, Utah Department a/Natural Resources, 1594 West North Temple #3710, Box 145610 ,
Salt Lake City, UT 84/16-5610 or Equal Employmem Opport1111iry Commission, /801 L Street, NW, Washington DC 20507.
ft . ~, Pnnted on recycled paper 10/01
GEOLOGIC MAP OF THE MORONI PEAK QUADRANGLE7
WAYNE COUNTY7 UTAH
by
Stephen R. Mattox
Department of Geology
Grand Valley State University
Allendale, MI 49401-9403
email: [e-mail]
ABSTRACT
The Moronj Peak quadrangle is 2 miles (3 km) south-
west of the town of Loa in Wayne County and is near the cen-
ter of the Awapa Plateau, one of the easternmost High
Plateaus of central Utah. The High Plateaus represent a tran-
sition zone between the fault-dominated Basin and Range
Province and the relatively undeformed, subhorizontal strata
of the Colorado Plateau. The quadrangle's landscape is only
slightly modified by extensional faults and its strata dip gen-
tly east, features more characteristic of the Colorado Plateau.
Most of the surface of the quadrangle is a low-relief table-
land that slopes gently to the northeast. Several hollows and
draws dissect the surface to expose volcaniclastic , volcanic,
and sedimentary rocks . Exposed bedrock units range in age
from Oligocene-Miocene to Miocene. In ascending order, the
units include the Ol igocene-Miocene volcanic rocks of Lang-
don Mountain, latite lava flows, and potassium-rich mafic
lava flows; and Miocene Osiris Tuff, Sevier River Forma-
tion, and basalt lava flows . The volcanic rocks of Langdon
Mountain record the eastward extension of a thick wedge of
volcaniclastic sediment from a source on the northern Sevier
Plateau . The lat ite lava flows erupted from vents on the
Awapa P latea u . The potassium-rich mafic lava flows erupt-
ed from ve nts on the Awapa Plateau , possibly just northwest
of the Moroni Peak q uadrangle, as tectonism shifted from
compression to extension. The Osiris Tuff, a widespread
ash-flow tuff in the High Plateaus, assists in the correlation
of units to areas outside of the q uadrangle. The Sevier River
Formation preserves locally derived elastic sediments that
collected in topographic lows. Basalt lava flows erupted
from a vent at Elsies Nipple. Quaternary sediments are lim-
ited to a few small areas and include all uvium , mixed alluvi-
um and collu vi um, and pediment-mantle alluvium. Earth-
quakes, flooding, rock falls, and radon pose minimal geolog-
ic hazards because of the q uadrangle's remote, undeveloped
location. Sand and gravel are extracted from the quadrangle
for local uses.
INTRODUCTION
The Moron i Peak quadrangle is near the center of the
Awapa Plateau, which is part of the High Plateaus of central
and southwestern Utah (figure la). The Plateaus represent a
transition zone between the gently dipping and flat-lying
strata of the Colorado Plateau to the east and the fault-domi-
nated mountains and alluvial valleys in the Basin and Range
Province to the west. The Awapa Plateau is one of the east-
ernmost High Plateaus and is bordered by the Fishlake
Plateau to the north and Aquarius Plateau to the south (figure
la). According to Van Cott (1990), Awapa is a Paiute term
that means "a water hole among the cedars."
The volcanic rocks of the Awapa Plateau are part of the
Marysvale volcanic field (figure la). The Marysvale field
covers much of the High Plateaus and extends westward into
the Basin and Range Province . The volcanic rocks of the
Marysvale field overlie lower Cenozoic, Mesozoic, and Pale-
ozoic rocks with angular unconformity. Extensive volcanic
activity began at Marysvale about 34 million years ago and
continued to 19 million years ago (Rowley and others, 1994).
Subsequent volcanism has been episodic, consisting of
basaltic lava flows and rhyo litic ash-fall tuffs (Cunningham
and Steven , 1979; Rowley and others, 1994). The volcanic
rocks of the Moroni Peak quadrangle represent the east mar-
gin of the Marysvale volcanic field.
The surface of the Awapa Plateau , and that of the Moroni
Peak quadrangle, is semi-barren, low in relief, and slopes
gently to the northeast. The maximum elevation in the quad-
rangle is 8,595 feet (2,620 m) at the summit of Little Flat Top
and the minimum elevation is about 6,980 feet (2,128 m)
along Spring Creek in Rabbit Valley (figure 1 b). Although
total relief in the quadrangle is about 1,600 feet ( 488 m), suit-
able locations to examine the physical characteristics of the
strata are limited to local drainages. Exposures are poor on
the gently sloping areas between drainages and consist of
loose, weathered boulders, cobbles, slabs, or small chjps of
rock. All streams in the quadrangle are ephemeral and drain
east to the Fremont River. The streams dissect the plateau,
creating canyons as much as 400 feet (120 m) deep and areas
with good exposures . Moroni Peak, the namesake of the
quadrangle, is an erosional remnant of resistant Osiris Tuff.
Improved dirt roads provide access to both the plateau and
the quadrangle .
Geologic maps of the Awapa Plateau have been pub-
lished at small scales or covering limited areas. The Awapa
Plateau is part of a map at a scale of 1 :250,000 by Williams
and Hackman ( 1971). A small area on the west front of the
2
114°
40°
113° 112" 111 °
60 KILOM ETERS
40 M ILES
(
Abes"Knoll
/
,,-",
FISHLAKE
PLATEAU
Loa
'
' AWAPA _,., __ , '-~·-~1•.J.l.'•~ .. ~
{' " .. _ .. _!31~o!l~w /" ,'
Utah Geological Suney
111°30"00"
THOUSAND
LAKE
MOUNTAIN
L man
Jakes Knoll
,,
/._,/'" __ ,-,,t!l'(j
Moroni Peak ~0.i-, /Q." Bicknell
PLATEAU
. J -WAYNE CO
• - -GARFIELD co· -
' ', BOULDER
'MOUNTAIN
\
3 8"07'30.. Flossie Knoll
B .
Smooth Knoll Government Point
Figure 1. A. Index map sho wing locations of the plateaus and ranges of the High Plateaus, Marysvale volcanic field, and adjacent areas , simplified
from Rowley and others (1994). Patterned areas are underlain largely by vo lcanic rocks. B. Index map showing lo cations of plateaus , Moroni Peak
and adjacent 7.5 minute quadrangles, counties , highway s. major drainages, and towns.
plateau was mapped by Rowley and others (1986). T he
Moroni Peak quadrangle was chosen as the first com plete
quadrangle on the Awapa Plateau to be mapped at a scale of
1 :24,000 because it contains the best available exposures of
most of the stratigraphic units found on the plateau.
Mattox (1991b) provided an overview of the geology of
the Awapa Plateau and described the petrology, age, geo-
chemistry, and correlation of the volcanic rocks. For th is
study, one new sample was analyzed for its major-element
chemistry by X-ray fluorescence at Northern Illinois Univer-
sity. Geochron Laboratories analyzed plagioclase separated
from a basalt sample to provide a new K-Ar age determina-
tion. All isotopic ages in this report use or have been con-
verted to the decay constants of the JUGS Subcommission on
Geochronology (Dalrymple, 1979; Steiger and Jager, 1977).
Mapping was done during the summers of 1988, 1989, 1991,
and 1992.
MAP UNITS
Consolidated volcanic, volcaniclastic, and sedimentary
rocks exposed at the surface in the quadrangle include strata
of upper Oligocene to Miocene age (plates 1 and 2). In
ascending order, the bedrock units include the Oligocene-
Miocene volcanic rocks of Langdon Mountain, latite lava
flows, and potassium-rich mafic lava flows; and Miocene
Osiris Tuff, Sevier River Formation, and basalt lava flows.
Quaternary sediments include alluvium , mixed alluvium and
colluvium, and pediment-mantle alluvium.
Oligocene/Miocene Rocks
Volcanic Rocks of Langdon Mountain (Tia)
The upper Oligocene-lower Miocene volcanic rocks of
Langdon Mountain are the o ldest exposed stratigraphic unit
in the quadrangle. This informal stratigraphic unit was orig-
inally defined by Rowley (1979) and Rowley and others
(1979) for exposures of andesitic rocks at Langdon Mountain
on the Sevier Plateau, 15 miles (24 km) northwest of the
Awapa Plateau (figure la). Mapping by Rowley and others
(1986) showed that the alluvial facies of the volcanic rocks
of Langdon Mountain extended to the west front of the
Awapa Plateau. Williams and Hackman (1971) mapped this
unit as andesite breccia. Most of the west half of the quad-
rangle consists of the volcanic rocks of Langdon Mountain.
Exposures of this unit are poor on gently sloping surfaces;
however, excellent exposures are found in the deeper
canyons (figure 2).
The unit is predominantly mudflow breccia, with minor
beds of sandstone and conglomerate. The mudtlow breccia
is red, gray, and white and ranges from well sorted, clast-sup-
ported cobbles to poorly sorted, matrix-supported cobbles
and boulders. The sandstone is well sorted and tuffaceous ,
Geologic map of th e Moroni Peak quadrangle
Figure 2. We ll-exposed rhin beds of mudflow breccia of th e ,•olcan ic
roc ks of Langdon Mountain in upper Big Hollow opposit e Cyclone
Dra w (section 12 , T. 29 S., R. 2 £.). Nore geo lo g is r near top righr for
scale.
West
Section no.
12 7 8
Figure 3. A. Diagrammatic represe nra -
tion of inte1fin ge rin g of vo lcanic rocks of
Lan gdon Mounrain (Tia ) and /arir e lal'G
flows (Ti) in Big H ollow based on rhis
mapping. 8 . lnr erprerati on of strarigra-
phic relari ons based on previo us mapping
by William s and Ha ckman ( 197 1 ).
volcanic rocks
8.
West East
3
with structureless, inversely graded, and normally graded
beds. Clasts within these rocks are light-or dark-gray and
plagioclase-or hornblende-phyric. Maximum long dimen-
sion observed for a clast was 1.8 feet (0.55 m). In Big Hol-
low (figure I b), well-stratified beds of volcaniclastic rocks
range in thickness from I to 6 feet (0.3 to 2 m ) (figure 2).
Maximum exposed thickness of the volcanic rocks of Lang-
don Mountain in the Moroni Peak quadrangle is 350 feet
(105 m); these rocks are 2,600 feet (800 m) thick at Parker
Mountain, on the west, fault-bounded side of the Awapa
Plateau (Mattox , 199 lb). In the western part of the quadran-
gle, the base of the unit is not exposed and it is overlain by
the potassium-rich mafic lava flow s (Tpml) and the Osiris
Tuff (To). In Big Hollow, near the center of the quadrangle,
the volcanic rocks of Langdon Mountain (Tia) interfinger
with the latite lava flows (Tl) (figure 3, plate 1 ).
The volcanic rocks of Langdon Mountain have not been
dated directly because of the difficulties of interpreting K-Ar
dates of elastic rocks. Stratigraphic relations and ages of
samples from overlying strata suggest a late Oligocene to
early Miocene age. Two potassium-rich mafic lava flow s on
the Awapa Plateau that overlie the volcanic rock s of Langdon
Mountain yielded ages of about 25 million years (Mattox,
1991 b). On the western margin of the Awapa Plateau , the
Osiris Tuff (To), a 23-miJlion-year-old ash-flow tuff (Fleck
and others, 1975), is interlayered with the upper part of the
mudflow breccia (Rowley and others , 1986).
The stratigraphic position, lithology, mineralogy, and
geochemistry of the volcanic rocks of Langdon Mountain on
the Awapa Plateau (Mattox, 199 lb) are similar to rocks in th e
western High Plateaus, specifically the Bullion Canyon Vol-
canics and the Mount Dutton Formation of Rowley and oth-
ers (1994), but may not be correlative.
The source area of the volcanic rocks of Langdon Moun-
tain on the Awapa Plateau is probably the northern Sevi e r
Plateau (figure la). Although Rowley and others (1986) pro-
posed a local source on the Awapa Plateau for the unit where
East
Elevation
(feet)
9 15 14 13
8 ,3 00
8 ,200
8,100
8,000
Langdon Mountain 7,900
7,800
7,700
7,600
latite lava flows '?,
1--
7,500
'?-
...., '?...._
?-. ..,.. mile
'<;> '?...._
Vertical Exaggeration 1 Ox ?...... , 7,400
4
exposed along the western front of the plateau, Mattox
(1991 b) argued that the gentle eastward dip of these strata
and an eastward decrease in maximum clast size, abundance
of breccia, and bed thickness indicated a source to the west
of the Awapa Plateau (figure la).
Latite Lava Flows (TI)
Upper Oligocene-lower Miocene latite lava flows of the
Iatite unit of Williams and Hackman (1971) underlie most of
the southeast part of the quadrangle. Although this unit is
trachyte based on geochemistry (figure 7), the nomenclature
established by Williams and Hackman (1971) is used. On
gentle slopes, the latite flows have weathered to poor expo-
sures of small chips or thin slabs . However, as much as 400
feet (120 m) of flows are well exposed along steep canyon
walls, such as at Big Hollow (figure 4). In Wildcat Hollow,
three flows, with a combined thickness of 300 feet (90 m),
are exposed as discontinuous outcrops of platy lava. Based
on petrography, two types of latite lava flows are exposed in
the quadrangle: black, glassy flows that contain a few per-
cent phenocrysts of resorbed plagioclase, clinopyroxene,
hornblende, and iron oxides; and medium-gray, structureless
or flow-banded latite lava flows that have more conspicuous
phenocrysts of plagioclase and lack hornblende.
Latite lava flows form the base of the exposed strati-
graphic section in the southeast part of the quadrangle. In Big
Hollow, the lava flows interfinger with the volcanic rocks of
Langdon Mountain (plate 1, figure 3). The lava flows crop
out beneath the volcanic rocks of Langdon Mountain (Tla) in
NEI/4 section 15, T. 29 S., R. 2 E. and climb rapidly to the
east, relative to the volcanic rocks of Langdon Mountain
(Tla), reaching near the rim of the hollow in NWl/4 section
14, T. 29 S., R. 2 E. A thin flow of latite caps the wedge of
volcanic rocks of Langdon Mountain (Tla) and extends 2.5
miles (4 km) to the west to NEl/4 section 8, T. 29 S., R. 2 E.
This flow, in turn, is overlain by a higher eastward-thinning
Utah Geological Survey
wedge of volcanic rocks of Langdon Mountain that extends
eastward to NWl/4 section 16, T. 29 S., R. 2 E. and NWl/4
section 9, T. 29 S., R.2 E. The maximum exposed thickness
of the latite lava flows is 400 feet (120 m) in Big Hollow (fig-
ure 4). The latite lava flows (Tl) are conformably overlain by
thin wedges of volcanic rocks of Langdon Mountain (Tla)
and by the potassium-rich mafic lava flows (Tpml). The unit
is unconformably overlain by the Osiris Tuff (To) and basalt
lava flows (Tb).
The late Oligocene to early Miocene age for the latite
lava flows is constrained by a single K-Ar date and by strati-
graphic position. A date of 23.1 ± 1.0 million years ago was
reported by Mattox (1991b) for a sample (AP 119) collected
in Wildcat Hollow just outside of the southeast corner of the
quadrangle. The 23-million-year-old Osiris Tuff (Fleck and
others, 1975) overlies the latite lava flows.
Correlation of the latite lava flows beyond the Awapa
Plateau is difficult. Three stratigraphic units mapped else-
where in the High Plateaus -the Antimony Tuff Member of
the Mount Dutton Formation (Anderson and Rowley, 1975),
the tuff of Albinus Canyon (Steven and others, 1979; Cun-
ningham and others, 1983; Willis, 1986), and the lava flows
of Deer Spring Draw (Nelson, 1989) -share a similar strati-
graphic position and mineralogy with the latite lava flows but
differ considerably in geochemistry and age. Both the Anti-
mony Tuff Member and the tuff of Albinus Canyon, which
are below the Osiris Tuff, are crystal poor and feldspar bear-
ing, characteristics shared with the latite lava flows. Because
of the reconnaissance nature of the mapping of Williams and
Hackman (1971), all three tuff units may have been lumped
within the latite unit. However, unpublished geochemical
data of Stephen Mattox and Grant Willis (Utah Geological
Survey) are distinctive for each of the units, and K-Ar ages
reported by Rowley and others (1994) show the Antimony
Tuff and the tuff of Albinus Canyon to be 25 million years
old, significantly older than the 23-million-year-old date on
the latite. The lava flows of Deer Spring Draw, exposed
Figure 4. Latite lava flows that are well exposed in the walls of Big Hollow in SI /2 section 12 and N 1 h section 13, T. 29 S., R. 2 E. Thousand Lake
Mountain in background. View is to the east.
G eologic map of th e M o roni Peak quadrang le
north of Thousand Lake Mountain, have been described by
Nelson (1989). Characteristics shared with the latite lava
flows on the Awapa Plateau include stratigraphic position
and low abundance of phenocrysts . However, the lava flows
of Deer Spring Draw are older (26.3 million years old) a nd
significantly different in chemical composition (figure 7;
Nelson, 1989). Field relations between the latite and other
stratigraphic units of the Awapa Plateau clearly demonstrate
that the latite lava flows are relatively thin and laterally dis-
continuous (Mattox, 1991 b ), suggesting that they erupted in
s mall volumes from local vents and never extended beyond
the margins of the plateau.
Potassium-Rich Mafic Lava Flows (T pml)
The basaltic andesite unit of Williams and Hackman
(1971) is herein referred to as potassi um-rich mafic lava
flows . Williams and Hackman (1971) based the name of the
unit on mineralogy. Chemically, the rocks are latite or
banakite using the classification schemes of Le Bas and oth-
e r s (1986) and Peccerillo and Tay lor (1976), respective ly.
The new des ignation is based on s tratigraphic nomenclature
of s imilar rocks to the west, on mineralogy, and on the chem-
ical compo ition of the lava flows. On the Markagunt
Plateau and adjacent valleys (fi g ure la), mafic lava flow s
with greate r than 3 weight-percent potass ium are informally
desig na ted potassium -rich m afic lava flows by Anderson and
others (1980, 1981) and Cunningham and others (1983).
This chemical criterion distingui s hes these flows from upper
Cenozoic (less than 16 million years old) mafic flows that are
lithologically s imilar but contain less than 3 weight percent
potass ium (Best and others, 1980; Mattox, 1994 and 1997 ;
Rowl ey and others, 1994).
The potassium-rich mafi c lav a flow s are exposed over
large areas in th e northe rn and northeastern part of the quad-
rangle. The flows are also exposed in s maller outcrops of
limited extent in the south-central part of the quadrangle and
in Wildcat Hollow. The best exposures are in Long Hollow
(figure 5 ). Most of the flows weather to di scontinuous led ges
or boulder-strewn hills ides. They are medium-gray to bl ack
and porphyritic, with n early equal amounts of clinopyroxene
and s ieve-textured, embayed pl agioc lase ph e nocrysts. The
flow s conta in less abundant phe nocrysts of olivine, some
altered to iddings ite, orthopyroxene, and iron oxides. The
phe nocrys ts are in a groundmass of plagioclase rnicrolites
and less abundant iron oxides and g lass. Ve s icles are com-
mon and e lon gate in the direction of flow. In the Moroni
Peak quadrangle, the potassium-rich mafic lava flows con -
formably overli e th e volcanic rocks of Langdon Mountain
(Tla) and latite lava fl ows (Tl) and un conformably und e rli e
th e O s iri s Tuff (To), the S ev ier Rive r Formation (Ts), and the
basalt lava flows (Tb). The stratigraphic position of the
po tass ium -ri c h mafic lava flow s, be neath th e O siris Tuff, dif-
fers from the re lations to the west, where the potassium-rich
m afic volcanic rocks li e tratigraphically above th e Osiris
T uff (R ow ley and others, 1994). Maximum thi c kness of the
flows is approx imate ly 400 feet (1 2 0 m) in a hill southeast of
E ls ies Nipple (secti on 34, T. 28 S., R. 2 E .) where flows filled
a broad topographic d e press ion in th e volcanic rocks of
Langdon Mountain. Ve nts for th e flows were not found in
the quadrangle. However, th e flow s can be fo llowed gradu -
a ll y uphill to the northwest for four mil es (2.5 km) to Black
5
Figure 5 . Potassium -rich mafic lava flows that are well exposed along
much of Long Hollow.
Point, a po ss ible vent in the adjacent Abes Knoll quadrangle.
Based on K -Ar dates and s tratigraphic relations , th e
potassium-rich mafic lava flows in the Moroni Peak qu ad -
ran g le are Oligocene to Miocene. B est and others (1980)
determined a K -Ar whole-rock d a te of 24.5 ± 0.4 million
year s for a sampl e from a lava flow so uth of F is h Lake th at
was originally mapped b y Williams and Hackman (197 1) as
la tite and basaltic andesite undifferentiated. Geochemical
data presented in Mattox ( I 991 b) s howed that thi s lava flow
is potassium-rich and is not a latite . Three K -Ar plagioclase
dates were reported for the potassium-rich mafic lava flow
in Mattox ( 1991 b). Two of these, from th e eastern ( AP 126)
a nd so uth ern (AP 4 7) marg ins of th e plateau , yield e d dates of
25.8 ± 1.4 and 25.2 ± 1.6 million years, respectively. The
third sampl e (A P 99) from the top of a section of th e unit and
jus t beneath th e Osiris Tuff, provided a date of 23.3 ± 1.5
million years . On the Awapa Pla teau , all potassium-rich
m afic lava flows und erlie the Osiris Tuff, a reg ional s trati-
graphi c marker that has b een dated at about 23 million years
o ld (Fleck and othe rs, 1975 ).
Lithology, mineralo g y, texture, and ch emical compo i-
tion indicate th at th e potass ium-rich mafic lava flows of the
Awa p a Plateau (Mattox, 1991 b) are s imilar in c haracter to
th e potassium -rich m afic volcanic rocks to the west (Rowl ey
a nd others , 1994) a nd the lava flows of Riley Springs to the
north (Nelson , 1989).
6
The potassium-rich mafic volcanic rocks to the west
were interpreted by Rowley and others (1994) to be the first
eruptive products associated with an increase in extensional
deformation in west-central Utah. Mattox (1991a) and Mat-
tox and Walker ( 1989), however, used geochemistry to sug-
gest that the volcanics are related to the demise of subduction
beneath western North America.
Miocene Rocks
Osiris Tuff (To)
A welded, vitric-crystal ash-flow tuff on the Sevier,
Fishlake, and Awapa plateaus was mapped and informally
designated the tuff of Osiris by Williams and Hackman
(1971). Anderson and Rowley (1975) recognized the tuff
throughout the Marysvale volcanic field and formally
defined it as the Osiris Tuff. Excellent exposures of the
Osiris Tuff can be found in upper Long Hollow in the
extreme northwest comer of the quadrangle. In the south,
two mesas, Big Flat Top and Little Flat Top, provide expo-
sures of moderate quality suITounded by large, weathered
boulders of tuff. At Big Rocks, in the northeast corner of the
quadrangle, the tuff is poorly exposed in small knobs and
shallow drainages.
The Osiris Tuff consists of orange, reddish-brown, or
light-gray, resistant, densely welded, crystal-poor ash-flow
tuff. Black vitrophyre is exposed at the base of the tuff in
upper Long Hollow. South of Big Rocks, the basal vitro-
phyre is underlain by 2 feet (0.5 m) of light-gray, thin-bed-
ded ash, possibly a base surge deposit (figure 6). In the main
body of the tuff, plagioclase is the most common phenocryst.
Sanidine and biotite are present in minor amounts. Phe-
nocrysts of clinopyroxene and iron oxides are rare. The tuff
weathers to pebble-s ized chips, ledges, boulders, and cliffs.
Poor exposures of the tuff resemble weathered Jatite Java
flows but are distinguished by the presence of biotite. Max-
imum exposed thickness of the tuff in the quadrangle is about
130 feet (40 m) at Big Flat Top. The basal vitrophyre is a few
feet thick. The Osiris Tuff unconformably overlies the vol-
canic rocks of Langdon Mountain (Tia), the latite lava flows
(Tl), and the potassium-rich mafic lava flows (Tpml).
The Osiris Tuff is 23 million years old (Rowley and oth-
ers, 1994), based on three concordant K-Ar dates reported in
Fleck and others (1975). The Osiris Tuff erupted during sub-
sidence associated with development of the Monroe Peak
caldera in the northern part of the Sevier Plateau (Steven and
others, 1984 ).
Sevier River Formation (Ts)
Williams and Hackman (1971) informally assigned well-
bedded conglomerate, sandstone, and siltstone to their vol-
canic sediments unit. They recognized that this unit was at
least partly equivalent to the Sevier River Formation of
Callaghan ( 1938). The Sevier River Formation consists of
alluvium that was derived from uplifted areas and deposited
in adjacent valleys. Based on stratigraphic position , litholo-
gy, and age, similar sedimentary strata of the Moroni Peak
quadrangle will be referred to as the Sevier River Formation.
The Sevier River Formation is well exposed in the first
drainage north of Blackburn Hollow (section 36, T. 28 S., R.
Utah Geological Survey
Figure 6. Thin beds of ash, possibly of base surge origin, exposed
beneath the basal vitrophyre of the Osiris Tuff in SEl/4 section 25, T.
28 S., R. 2 E.
2 E.). The best exposures are in and immediately adjacent to
the stream bed. Upslope, away from the stream bed, the stra-
ta have weathered to pebble-and cobble-covered slopes. A
continuous section of Sevier River Formation is exposed in
road cuts in Big Hollow about 0.5 mile (0.8 km) east of the
east margin of the quadrangle.
In the Moroni Peak quadrangle, the Sevier River Forma-
tion consists of gray, light-brown, or greenish-gray, moder-
ately consolidated, medium-to thick-bedded sandstone and
conglomerate. Subrounded clasts within the conglomerate
were derived from the volcanic rocks of Langdon Mountain,
latite lava flows, and potassium-rich mafic lava flows . The
formation was probably of fluvial origin and represents an
early episode of sedimentation that filled some paleo-valleys.
Subsequent erosion removed most of the sediment, leaving
remnants on valley floors (section 36, T. 28 S., R. 2 E.), and,
just east of the quadrangle, plastered against valley walls
(section 7, T. 29 S., R. 3 E.) and protected beneath resistant
caprock (section 6, T. 29 S., R. 3 E.). In the Moroni Peak
quadrangle, the Sevier River Formation unconformably
overlies the potassium-rich mafic lava flows (Tpml) and
Osiris Tuff (To). The contact with the overlying basalt lava
flows (Tb) is sharp. Maximum thickness in the quadrangle
is about 100 feet (30 m). In road cuts about 0.5 mile (0.8 km)
east of the quadrangle, the formation is 200 feet (60 m) thick.
Geologic map of th e Moron i Peak quadrang le
The age of the Sevier River Formation in the Moroni
Peak quadrangle is probably Miocene but is difficult to bet-
ter constrain. It overlies Osiris Tuff (To) and, in section 25 ,
T. 29 S ., R. 2 E., underlies basalt lava flows (Tb) that have
not been dated. The basalt lava flows in section 25, howev-
er, may be an erosional remnant of flows that originated from
Elsies Nipple. The flows from Elsies Nipple have been dated
at 6.9 ± 0.3 million years (late Miocene) (see below) where
they overlie the Sevier River Formation immediately east of
the Moroni Peak quadrangle.
Basalt Lava Flows (Tb)
Late Cenozoic basaltic volcanic centers are concentrated
along the periphery of the Marysvale field (Dutton, 1880;
William s and Hackman, 1971; Cunningham and others,
1983 ; Steven and others, 1990). Basaltic vents are rare in the
interior of the volcanic field (Rowley and others , 1994). On
the Awapa Plateau , basaltic volcanic centers are common
because th e plateau is on the extreme east margin of the
Marysvale volcanic field (figure la; Williams and Hackman,
1971).
A single basalt volcanic center, Elsies Nipple , located
near the center of the quadrangle, contains pahoehoe lava
that spread radially as much as 4 ,000 feet (1,220 m) in all
directions from the vent. Two flow s extend still farther east.
The northern of these flows (Nl/2 section 34, T. 28 S., R. 2
E .) followed a valley for about 4,000 feet (1 ,220 m) beyond
the margin of the main flow. The south flow (section 3, T. 29
S., R. 2 E.) moved to the s outheast, passed through a topo-
graphic constriction, ponded in Terza Flat, and continued
east, terminating about 500 feet (150 m) outside the quad-
rangle. After this flow was emplaced, the topography has
reversed and the lava flow, which originally filled a topo-
graphic low, now s tands above adjacent rocks. This reversal
is mos t pronounced in Sage Flat Draw where the stream has
preferentially cut into the older latite lava flows. In most
places, the margin of the flow is a steep cliff 10 to 20 feet (3-
6 m) high that provides good exposures. The surface of the
flow weathers to slabby float. A second area of basalt lava
flow i s between Big Rocks and Blackbum Hollow. There is
no recognizable vent associated with this lava and it may be
the erosional remnant of the northern flow from Elsies Nip-
ple. The margin of thi s flow is not a steep cliff and exposures
are poor, consisting of small boulders and slabby float.
The basalt lava flows are dense and black, dark gray, and
reddish brown in color. They contain olivine phenocrysts,
commonly altered to iddingsite, and less abundant phe-
nocrysts of plagioclase and clinopyroxene in a gro undmas s
of plagioclase microlites, iron oxides, and glass. Basalt lava
7
flows unconformably overlie all of the older stratigraphic
units . Near the vent, lava has accumulated to a thickness of
about 270 feet (80 m). The maximum thickness of the distal
margin of the flow is 25 feet (8 m).
The basalt flows in the quadrangle are probably
Miocene. A new K-Ar date of 6.9 ± 0.3 million years was
determined on a feldspar concentrate from a sample collect-
ed north of Sage Flat Draw at the terminus of the lava flow
(table 1) just east of the quadrangle boundary. A similar date,
5.9 ± 0.6 million years was reported in Mattox (1991b , AP
127) for a basalt flow on the extreme eastern margin of the
Awapa Plateau. Best and others (1980) reported three dates,
ranging from 5.0 to 6.6 million years old, for basalt flows
near the southwestern margin of the plateau. Just north of the
Awapa Plateau , a basalt flow was dated at 16.4 ± 1.0 million
years, the oldest so far reported in the High Plateaus (Mattox,
1991b, AP 26). Northeast of the Awapa Plateau, basalt lava
flows dated by Delaney and others (1986) and Nelson (1989)
range in age from 3.8 to 5.4 million years old.
Quaternary Deposits
Three Quaternary units were mapped in the Moroni Peak
quadrangle. All are derived by fluvial and sheetwash erosion
of local bedrock units and unconformably overlie older units.
Talus and colluvial deposits, common near the base of steep
hillsides , were not mapped due to limitations of map scale
and the generally poorly defined morphology of such
deposits.
Pediment-Mantle Alluvium (Qap)
Bullhead Bench in the northeastern comer of the quad-
rangle consists of gray or light-brown, unconsolidated, fine
gravel that mantles pediment surfaces. The gravel was
derived from erosion of the underlying Osiris Tuff. Streams
have dissected the gravels down to the pediment surface,
exposing a maximum thickness of 40 feet (12 m). The
deposit is interpreted to be Pleistocene.
Mixed Alluvial and Colluvial Deposits (Qac)
Mixed alluvial and colluvial deposits form gentle slopes
below steep escarpments, fill valleys, and include older
stream deposits. The deposits consist of gray or light-brown,
unconsolidated to weakly consolidated mud, sand, cobbles,
and boulders. Modem streams have dissected the deposits in
Long Hollow. An extensive deposit in Long Hollow exceeds
100 feet (30 m) in thickness. Relatively thin, less than 20
feet (6 m) thick, mixed alluvial and colluvial deposits were
Table 1. Data for new potass ium-argon date , Moroni Peak quadrangle ,Utah.1
Rock Unit
Basa lt lava
Location
Awapa Plateau3
Sample
AP 173 4
1 Age detennination by Geochron Labora tori es, Cambridge, MA.
Material2
feldspar 1.27 0.000399
2 Constant s: A~= 4.962 x 10·10/year, (Ae + Ae') = 0.58JxJ0·10/year, and 4°K/K=l.93x l0-4g/g .
3 NE 1/4 secti on 7, T.29S., R.3E.; 38°18' 3 I "N, I 11 °37' 25" W. In Bi cknell quadrangle (fi g ure lb) near boundary with Moroni Peak quadrangle .
4 Same lava flow as AP I 07 , see tab le 2.
Apparent Age
6.9 ± 0 .3 Ma
8
mapped along several upland draws south of Long Hollow
and in tributaries just west of Wildcat Hollow. The deposits
are interpreted to be Pleistocene and Holocene.
Alluvium (Qal)
Alluvium covers low areas in Long Hollow, at Big
Rocks, in the first drainage north of Blackbum Hollow, and
along Spring Creek in Rabbit Valley. Alluvium is also found
in Sage Flat Draw, Big Hollow, Balsam Hollow, and Wildcat
Hollow where, due to limitations of map scale, it has been
mapped as narrow discontinuous deposits. The alluvium
consists of gray or light-brown silt, sand, and gravel that
were deposited by intermittent streams. Maximum exposed
thickness is 20 feet (6 m). The deposits are late Pleistocene
and Holocene.
GEOCHEMISTRY
Volcanic rocks from the Moroni Peak quadrangle range
in composition from basalt to trachyte (appendix 1, table 2,
figure 7). Most map units are chemically distinct with the
notable exception of the latite lava flows and the Osiris Tuff,
which are remarkably similar. Classification of volcanic
rocks is based on the scheme of Le Bas and others (1986).
Mattox (1991b) presented additional geochemical data on
volcanic rocks collected on the Awapa Plateau outside of the
quadrangle.
Clasts within the volcanic rocks of Langdon Mountain
(Tla) are andesite and dacite (figure 7). They are very simi-
lar in composition to lava flows in the Mount Dutton Forma-
tion, a unit on the south flank of the Marysvale volcanic field
(figure 7) (Mattox, 1991b). Mattox and Walker (1992) stud-
ied the chemistry of Mount Dutton andesite and noted its
similarity to modern orogenic andesite and suggested a mag-
matic source in Proterozoic lithosphere.
The latite lava flows (Tl) plot within the field defined for
trachyte rather than latite (figure 7). Their major-element
chemistry is very similar to the Osiris Tuff except iron oxide
and calcium oxide concentrations are slightly higher and
lower, respectively. The chemical similarity of the two units
may indicate a common source, perhaps in the crust, or a par-
allel magmatic history. Although the latite lava flows are tra-
chyte based on their chemical composition, they are latite
based on their mineral composition, which is a more useful
classification for field mapping.
Based on their chemistry, the potassium-rich mafic lava
flows (Tprnl) are latite. These same rocks are banakites
using the classification scheme for potassium-rich rocks pro-
posed by Peccerillo and Taylor (1976). The lava flows are
chemically similar to potassium-rich mafic volcanic rocks of
Rowley and others (1994) to the west (Mattox, 1991b) and
the lava flows of Riley Spring, north of Thousand Lake
Mountain (Nelson, 1989) (figure 7). Mattox (1992a) ana-
lyzed representative samples from all potassium-rich mafic
volcanic rocks on the High Plateaus and found a range in sil-
ica compositions from 48 to 59 weight percent, with rocks
from the Awapa Plateau being relatively rich in silica. Row-
ley and others (1994) interpreted the potassium-rich mafic
volcanic rocks in the High Plateaus as marking an increase in
extensional deformation in the area about 23 million years
B
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Geolog ic map of the Moroni Peak quadrangle
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foidites
picro-
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basalt
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trachyte,.p
basaltic
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andesite dacite
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37 41 45 49 53 57
Si02wt.%
61 65 69 73
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volcanic rocks of Langdon Mountain (Mattox, 1991 b) sample AP65 .
volcanic rocks of Langdon Mountain (Mattox, 1991 b) sample AP67.
latite lava flows (Mattox, 1991b) sample AP60 .
latite lava flows (Mattox, 1991 b) sample AP62.
latite lava flows (Mattox, 1991 b) sample AP63.
latite lava flows (NE1/4 , sec. 15, T29S, R2E) sample AP171 .
potassium-rich mafic lava flows (Mattox, 1991 b) sample AP104.
potassium-rich mafic lava flows (Mattox, 1991 b) sample AP105 .
Osiris Tuff (Mattox, 1991 b) sample AP101.
Osiris Tuff (Mattox, 1991 b) sample AP103 .
Osiris Tuff (Mattox, 1991 b) sample AP110 .
Osiris Tuff (Mattox, 1991b) sample AP64.
basalt lava flows (Mattox, 1991 b) sample AP107 .
Mount Dutton Formation (Mattox, 1991 b) sample BC5.
potassium-rich mafic lava flows (M.G. Best, unpublished data, 1986)
sample HPL-3 (reported in Nelson, 1989).
lava flow of Riley Spring (Nelson, 1989) sample 2.
lava flow of Deer Spring Draw (Nelson, 1989) sample 12 .
trachybasalt lava flow of Geyser Peak (Nelson, 1989) sample 17.
trachybasalt lava flow of Forsyth Reservoir (Nelson, 1989) sa mple 18.
trachybasalt dike (Gartner, 1986) sample AVG 18.
77
Figure 7. IUGS classification of vo lcanic rocks (Le Bas and others, 1986) in the Moroni Peak quadrang le with comparisons from nearby areas.
9
ago . The potassium-rich mafic lava flows of the Awapa
Plateau are sli g htly older, 25 to 23 million years old, and
probably erupted during a compressional, transitional, or less
extensional tectonic regime (Mattox, 1992a). Mattox
(1992a, 1993) proposed mixing of two sources in the litho-
spheric mantle, veins of mica-ri c h minette and mica-ric h
me lan ephe le nite (see Tingey and others, 1991), to explain the
geochemical characteristics of the potassium-ri c h mafic vol -
cani c rocks. One of these sources, veins of mica-ri c h
melanephe lenite in the mantle, was dominant during earlier
andesitic Mount Dutton volcanism in the southeast part of
Marysvale.
A sample coll ected from the basalt lava flows (Tb) erupt-
ed from E lsies Nipple plot in the basalt fi eld (fig ure 7).
JO
Mattox (1991b) analyzed 28 late Cenozoic Java flows on the
Awapa Plateau and found most samples to be basalt or tra-
chybasalt with only a few basaltic trachyandesites. Mafic
rocks at Geyser Peak and Forsyth Reservoir (Nelson, 1989),
just north of Thousand Lake Mountain, and in the San Rafael
and Capitol Reef areas (Gartner, 1986), are slightly more
alkalic relative to the basalt in the Moroni Peak quadrangle
(figure 7). The composition of basalts changes systematical-
ly across the High Plateaus (Mattox, 1992b). Tholeiitic
basalts are abundant in the west, on the Markagunt Plateau
and adjacent areas (figure 1 a). Alkali basalts are abundant in
the east, on the Sevier and Awapa plateaus. Mattox (1994,
1997) suggested that this pattern reflects progressively lower
degrees of partial melting at greater depths from west to east
beneath the High Plateaus.
STRUCTURE AND TECTONICS
The Awapa Plateau is one of the easternmost plateaus in
the High Plateaus of Utah. In general, these plateaus consist
of gently dipping strata bounded by steep normal faults and
separated by alluvium-filled valleys. Rowley and others
(1979) noted that the interior of each plateau is cut by rela-
tively few faults and that the abundance of faults and their
stratigraphic displacement decreases eastward across the
High Plateaus to the edge of the nearly unfaulted Colorado
Plateau. The west front of the Awapa Plateau is bounded by
a normal fault with about 1,600 feet (500 m) of vertical dis-
placement. Movement along this fault, to produce the Awapa
and Aquarius Plateaus, probably occurred in the last 5 mil-
lion years (Rowley and others, 1981). The east margin of the
Awapa Plateau is defined by the contact of gently east-dip-
ping bedrock units and overlying valley-fill deposits.
Strata are displaced by two main faults in the Moroni
Peak quadrangle. The western fault, in the north-central part
of the quadrangle, strikes north and extends from Sage Flat
Draw to north of Long Hollow; it creates the east margin of
a shallow, alluvial-filled basin northeast of Moroni Peak.
Vertical displacement on the fault adjacent to the basin is
roughly 50 feet (15 m). The displacement decreases to the
south to less than 10 feet (3 m) at Sage Flat Draw. The east-
ern fault, in the northeast part of the quadrangle, strikes
northwest and terminates to the south near Sage Flat Draw.
This fault is well expressed 3 miles (5 km) north of the
Moroni Peak quadrangle near Loa, where it forms a 150-foot
(45 m) high, northwest-facing, arcuate escarpment defined
by potassium-rich mafic lava flows. Displacement along this
fault also decreases to the south and is approximately 10 feet
(3 m) at Sage Flat Draw. Between these two faults, a minor
north-northwest-striking fault bounds the east margin of
Terza Flat and is truncated by the northwest-striking fault.
Displacement on this fault at Terza Flat is roughly a few tens
of feet.
The timing of faulting in the Moroni Peak quadrangle is
constrained by relations with the basalt lava flows (Tb). The
north and north-northwest striking faults are well-expressed
in the potassium-rich mafic lava flows (Tpml) but are buried
by the basalt lava flows (Tb), suggesting that these faults
formed between about 23 and 7 million years ago. It is pos-
sible that these faults are related to the onset of extension,
which appears to have began about 21 million years ago
Utah Ge o lo gical Swwy
(Rowley and others, 1981). In contrast, the northwest-strik-
ing fault offsets the basalt lava flows north of Sage Flat
Draw, indicating that this fault was active after about 7 mil-
lion years ago. Rowley and others (1979) suggested that the
greatest displacements on faults in the High Plateaus took
place about 7 million years ago. On the Sevier Plateau, im-
mediately west of the Awapa Plateau, Rowley and others
(1981) bracketed the age of major faulting between 8 and 5
million years ago. Nelson (1989) reported faults younger
than 5 million years old about 12 miles (19 km) northeast of
the Moroni Peak quadrangle. It is likely that all of the fault-
ing in the Moroni Peak quadrangle is in the range of 8 to 5
million years old as proposed by Rowley and others (1981 ).
No faults that cut Quaternary deposits have been mapped
in the quadrangle, and no fresh scarps were recognized in the
older bedrock units. Joint sets are well exposed in the Osiris
Tuff at Big Rocks. The near-vertical joints strike N. I 0 °E. at
higher elevations and N. 1 °E. at lower elevations. The joints
are uniformly spaced at about 50 feet (15 m).
GEOLOGIC HISTORY
The geologic history of exposed rocks in the Moroni
Peak quadrangle begins with coeval volcaniclastic sedimen-
tation and volcanism in the late Oligocene in the Marysvale
volcanic belt. Volcanic debris eroded from volcanic centers
in the northern part of the Sevier Plateau was shed to the
southeast, constructing an eastward-thinning wedge of vol-
caniclastic sediment (volcanic rocks of Langdon Mountain).
Volcanic vents along the east margin of the Awapa Plateau
erupted latite lavas that flowed to the west, filling topo-
graphic lows and burying the edges of the volcaniclastic
wedge. Pulses in sedimentation and volcanism resulted in
interfingering volcaniclastic sediments and lava flows.
Shortly after sedimentation and volcanism ceased, new vol-
canic centers, possibly just northwest of the Moroni Peak
quadrangle, erupted potassium-rich mafic lava flows. These
eruptions began in the late Oligocene and continued into the
early Miocene. Erosion followed, producing topography
very similar to that of the present. In the early Miocene, the
Osiris Tuff was erupted as the Monroe Peak caldera formed
on what is now the Sevier Plateau and blanketed the High
Plateaus in a layer of ash . Subsequent erosion removed
much of the Osiris Tuff from the quadrangle and established
a drainage system that flowed to the east and northeast.
Some alluvium was trapped in local basins to produce the
Sevier River Formation. In the late Miocene a single vol-
canic vent near the center of the quadrangle erupted basalt
that moved radially away from the vent and ultimately filled
two shallow drainages to the east. Extensional faulting, per-
haps associated with uplift of the plateau, occurred shortly
before and after basaltic volcanism. Erosion continued, in
some areas preferentially removing relatively soft latite lava
flows in preference to more resistant basalt lava flows and
thus generating reverse topography.
ECONOMIC GEOLOGY
Small operations remove sand and gravel from excava-
tions in the pediment mantle alluvium (Qap) at Bullhead
Geologic map of ri,e Mo roni Peak quadrang le
Bench. The sand and gravel is used locally for construction
of roadways and for fill.
WATER RESOURCES
Annual precipitation on the Awapa Plateau is between 20
and 40 inches (50 and lOO cm). The quadrangle serves as a
recharge area for aquifers utilized by farmers and ranchers in
the upper Fremont River valley. Ground water in the north-
west part of the quadrangle migrates north-northeast to
Roads Creek valley west of Loa. Ground water in the south
part of the quadrangle migrates northeast where it supplies
springs on the east margin of the plateau and at Bicknell Bot-
toms . Artesian conditions at Roads Creek valley and Bick-
neJI Bottoms result from water under pressure entering the
valley fill from the underlying volcanic rocks (Bjorklund,
1969). No wells or s prings are located in the quadrangle.
Ranchers have constructed tan.ks to trap surface water.
GEOLOGIC HAZARDS
The principal geologic hazards in the quadrangle are
related to earthquakes, flooding , and radon. Black (1993)
noted that the Moroni Peak quadrangle lies in an area with a
moderate to hi g h radon-hazard potential. Although present-
ly und eveloped , s teep slopes and cliffs throughout th e quad-
rangle are susceptible to rock faJI hazards. Some slopes may
be susceptible to mass movements, although none were iden-
tified and mapped during thi s project.
Earthquakes
There is no evid ence to indicate that any historical earth-
quakes produced s urface movement along faults within the
II
quadrangle. Two historical earthquakes with epicenters in
the quadrangle (near section 23, T. 29 S., R. 2 E. and section
18 , T. 28 S., R. 2 E.) had magnitudes between 2 to 3.9 (Goter,
1990). An earthquake with a magnitude of roughly 3
occurred 15 miles (25 km) southwest of the quadrangle on
November 18, 1945 (Sue Nava, University of Utah Seismo-
graph Stations, verbal communication, 1995). The potential
for damage in the quadrangle is small because of the lack of
homes or major buildings.
Flooding
Inten se storms or long periods of rainfall may cause
flooding along stream channels. Most roads parallel or cross
major streams and may be damaged by, or be impassable
during, a flood. The streams are confined to narrow bedrock
canyons and have not developed floodplains. With the
exception of the roads, no development has taken place along
the streams. Significant rainfall events may also produce
debris flows that could damage roads.
ACKNOWLEDGMENTS
Michael Ross, formerly with the Utah Geological Sur-
vey, provided numerous useful s uggestion s in both the office
and in the field. Bob Biek, also of the Survey, saw the man-
uscript and map through final review and publication. Mal-
colm Weiss , Rose O'Neill , and Lisa Sachnoff assisted with
field work. Mr. and Mrs. Marion Wan.kier and Mr. and Mrs.
Bill Rice provided logistical s upport. I thank Robert Ward
and Neil Dickey of Northern Illinois University for new
major-element analyses of volcanic rocks. Peter Rowley,
Frank Ashland, Bryce Tripp, and Jon King provided us efu l
reviews.
12 Ural, Geological Survey
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13
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14 Utah Geological S urvey
Appendix 1
Sample Locations
Sample Unit Longitude Latitude 7.5' quadrangle Locality
AP65 Tia 111 °44'45" 38°18'07" Moroni Peak Cyclone Draw
AP67 Tla 111 °44'45" 38°18'07" Moroni Peak Cyclone Draw
AP104 Tpml 111 °43'41" 38°22'04" Moroni Peak Long Hollow
AP105 Tpml 111 °42'47" 38°21 '59" Moroni Peak Long Hollow
AP60 Tl 111 °38'13" 38°17'48" Moroni Peak Big Hollow
AP62 Tl 111 °38'14" 38°17'45" Moroni Peak Bi g HolJow
AP63 Tl 111°38'15" 38°17'44" Moroni Peak Big Hollow
AP171 Tl 111 °40'43" 38°17'30" Moroni Peak Big Hollow
AP64 To 111°43'05" 38°17'10" Moroni Peak Big Flat Top
AP101 To 111 °44'28" 38°22'04" Moroni Peak Long Hollow
AP103 To 111 °44'28" 38°22'04" Moroni Peak Long Hollow
AP107 Tb 111 °41'41" 38°20'10" Moroni Peak Elsies Nipple
APllO To 111 °37'22" 38°21 '49" Bicknell Big Rocks
BC5 Tmd 112°27'08" 38°12'30" Circleville Mtn Circleville Mtn