1203_BurkeJohnsRiver_Design HydroPh2A4_DIN26500_20160531

PREPARED FOR:
BOARD OF COMMISSIONERS
COUNTY OF BURKE
P.O. BOX 1486
MORGANTON, NORTH CAROLINA 28680
JOHN’S RIVER WASTE MANAGEMENT FACILITY
PERMIT NO. 1203-CDLF-2014
C&D EXPANSION – PHASES 2A & 4
DESIGN HYDROGEOLOGIC REPORT
MAY 2016
PREPARED BY:
2211 WEST MEADOWVIEW ROAD, SUITE 101
GREENSBORO, NORTH CAROLINA 27407
NC LICENSE NUMBER C-0782
PHONE: [phone]
FAX: [phone]
JOYCE PROJECT NO. 277.1602.12
DIN 26500
SWS Approved 8/18/2016
JOHN’S RIVER WASTE MANAGEMENT FACILITY
PERMIT NO. 1203-CDLF-2014
C&D EXPANSION – PHASES 2A & 4
DESIGN HYDROGEOLOGIC REPORT
MAY 2016
Prepared by:
2211 West Meadowview Road, Suite 101
Greensboro, North Carolina 27407
NC License Number C-0782
JOYCE Project No. 277.1602.12
THIS HYDROGEOLOGIC REPORT WAS PREPARED IN ACCORDANCE WITH THE REQUIREMENTS NORTH CAROLINA SOLID
WASTE MANAGEMENT REGULATIONS (NCSWMR) AND GENERALLY ACCEPTED STANDARDS OF GEOLOGIC PRACTICE
FOR THE EXCLUSIVE USE OF AND RELIANCE UPON BY THE REFERENCED CLIENT, FOR SPECIFIC APPLICATION TO THE
REFERENCED SITE. NO OTHER WARRANTY IS EITHER EXPRESSED OR IMPLIED.
REUSE AND RELIANCE OF THIS DOCUMENT BY OTHER PARTIES, OR FOR PURPOSES OTHER THAN THOSE SPECIFIED,
WITHOUT WRITTEN AUTHORIZATION, WILL BE AT THE SOLE RISK OF THE PARTY OR PARTIES UTILIZING THIS
DOCUMENT. JOYCE ENGINEERING, INC. SHALL INCUR NO LIABILITY RESULTING FROM CLAIMS, DAMAGES, LOSSES,
AND EXPENSES THAT MIGHT ARISE FROM UNAUTHORIZED USE AND RELIANCE OF THIS DOCUMENT.
CONCLUSIONS PRESENTED IN THIS REPORT ARE BASED UPON A REVIEW OF AVAILABLE INFORMATION, RESULTS OF OUR
FIELD STUDIES, RESULTS OF LABORATORY ANALYSES, AND PROFESSIONAL JUDGMENT. OUR CONCLUSIONS DO NOT
NECESSARILY REFLECT ALL POSSIBLE VARIATIONS IN SUBSURFACE CONDITIONS THAT MIGHT EXIST BETWEEN OR
BEYOND DATA POINTS OR BETWEEN SPECIFIC EVENTS.
TO THE BEST OF OUR KNOWLEDGE, INFORMATION PROVIDED BY OTHERS IS TRUE AND ACCURATE, UNLESS OTHERWISE
NOTED.
____________________________________________
G. Van Ness Burbach, Ph.D., P.G.
Senior Technical Consultant
John’s River Landfill, Burke County, NC Joyce Engineering
Phases 2A & 4 - Design Hydrogeologic Report May 2016
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JOHN’S RIVER C&D LANDFILL – PERMIT NO. 12-03
DESIGN HYDROGEOLOGIC REPORT - PHASES 2A & 4
TABLE OF CONTENTS
1.0  INTRODUCTION .......................................................................................................... 1 
1.1 Overview ............................................................................................................. 1 
1.2  Site Description ...................................................................................................... 2 
1.3  Previous Investigations ........................................................................................... 3 
1.4  Current Site Operations .......................................................................................... 4 
2.0  REGIONAL, LOCAL, AND SITE GEOLOGY ......................................................... 4 
2.1  Regional Geologic Setting ...................................................................................... 4 
2.2  Site Geology ........................................................................................................... 5 
2.3 Fracture Trace – Rose Diagrams ............................................................................ 6 
2.4  Diabase Dikes ......................................................................................................... 7 
3.0 SITE HYDROGEOLOGY ............................................................................................ 7 
3.1  Surface Water Hydrology and Groundwater Discharge Features .......................... 8 
3.2  Groundwater Hydrology and Flow Regime ........................................................... 8 
4.0 PHASE 2A/4 ............................................................................................................. 9 
4.1 Phase 2A/4 Description .......................................................................................... 9 
4.2  Relevant Point of Compliance ................................................................................ 9 
5.0 FIELD OBSERVATIONS ............................................................................................. 10 
5.1 Borings, Wells, and Piezometers ............................................................................ 10 
5.2  Soil/Rock Testing & Descriptions .......................................................................... 11 
5.2.1 Standard Penetration Tests .................................................................................. 11 
5.2.2 Soil Classifications and Laboratory Testing ....................................................... 11 
5.2.3 Rock Cores and Descriptions .............................................................................. 12 
5.3  Aquifer Characterization ........................................................................................ 12 
5.3.1 Aquifer Description ............................................................................................ 12 
5.3.2 Infiltration Rates and Transmissivity .................................................................. 13 
5.3.3 Hydraulic Conductivity ....................................................................................... 13 
5.3.4 Aquifer Porosity and Permeability...................................................................... 14 
5.4  Magnetometer Survey ............................................................................................. 14 
6.0 WATER TABLE INFORMATION ............................................................................. 15 
6.1  Groundwater Elevations & Seasonal High Water Table Map ................................ 15 
6.2  Estimation of Long-Term High Water Table ......................................................... 16 
6.3  Natural and Man-made Activities Affecting Water Table ..................................... 17 

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TABLE OF CONTENTS

7.0 MAPS AND CROSS SECTIONS ................................................................................. 17 
7.1  Site Topographic map ............................................................................................. 17 
7.2  Seasonal High Water Table Map ............................................................................ 17 
7.3  Long-Term High Water Table Map ........................................................................ 18 
7.4  Bedrock Surface Map ............................................................................................. 18 
7.5  Stratigraphic Cross Sections ................................................................................... 18 
8.0 GROUNDWATER FLOW REGIME .......................................................................... 18 
8.1  Horizontal Groundwater Gradients and Flow ......................................................... 18 
8.2  Vertical Hydraulic Gradients .................................................................................. 19 
9.0 OTHER GEOLOGIC/HYDROGEOLOGIC CONSIDERATIONS ......................... 20 
9.1  Surface Water and Wetlands .................................................................................. 20 
9.2  Groundwater Impacts from the Old Landfill .......................................................... 20 
10.0 DESIGN OF PHASES 2A and 4 ................................................................................... 21 
10.1 Vertical Separation ................................................................................................. 21 
10.2 Foundation ............................................................................................................. 22 
10.3 Monitorability ......................................................................................................... 22 
11.0 REFERENCES ............................................................................................................. 22 
12.0 ACRONYMS ............................................................................................................. 25 

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TABLE OF CONTENTS (continued)
TABLES:
Table 1 Boring and Well/Piezometer Construction Data
Table 2 Groundwater Elevation Data (1987-2016)
Table 3 Laboratory Soil Test Results
Table 4A Rock Core Data (Whole Site)
Table 4B Rock Core Data (PZ-42 details)
Table 5 Aquifer Slug Test Results
Table 6 Groundwater Gradients and Flow Velocities
Table 7 Vertical Hydraulic Gradients
GRAPHS:
Graph 1 Relative Elevation of Ground Surface, Bedrock, and Water Table
Graph 2A Monthly Precipitation Data – Morganton, NC, 1931-2016
Graph 2B Monthly Precipitation Data – Morganton, NC, 1991-2016
FIGURE:
Figure 1 Site Location on USGS Topographic Map
DRAWINGS:
Drawing HG-00 Existing Conditions
Drawing HG-01 Bedrock Surface Map
Drawing HG-02 Seasonal High Groundwater Table Map (February 2016)
Drawing HG-03 Long-Term High Water Table Map
Drawing HG-04 Proposed Base Grades and Cross-Section Location Map
Drawing HG-05 Cross-Sections A, B, & C
APPENDICES:
Appendix A Boring/Construction Logs (PZ-40, PZ-41, PZ-42, & MW-30)
Appendix B Geotechnical Laboratory Report (December 2015)
Appendix C Slug Test Analyses (January 2016)
Appendix D ACOE Notification of Jurisdictional Determination

John’s River Landfill, Burke County, NC Joyce Engineering
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1.0 INTRODUCTION
1.1 Overview
In accordance with the North Carolina Solid Waste Management Rules (NCSWMR) § .0538(b),
Burke County is submitting this portion (Design Hydrogeologic Report) of the Application for a
Permit to Construct Phases 2A and 4 of the construction and demolition (C&D) landfill at the
John’s River Waste Management Facility (a.k.a. - John’s River Landfill) in Burke County, North
Carolina (Permit 12-03). The purpose of this Design Hydrogeologic Report is to demonstrate
compliance with the vertical separation and foundation standards set forth in Items (2) and (5) of
§ .0540 of the NCSWMR. This report includes results of hydrogeologic investigations to
characterize the uppermost aquifer for the proposed phase of landfill construction in order to
design an effective water quality monitoring system.

A Site Hydrogeologic Report for the John’s River Landfill C&D expansion (dated December
2011) was submitted to the North Carolina Department of Environment and Natural Resources
(NCDENR), now the Department of Environmental Quality (NCDEQ), Solid Waste Section
(SWS) in September 2012 as part of the permit Application. A Design Hydrogeologic Report for
Phase 1 of the C&D expansion (dated August 2012) was submitted also to the SWS in
September 2012 as part of the permit application. Much of the data presented in this Design
Hydrogeologic Report was originally presented in the Site Hydrogeologic Report or the Phase 1
Design Hydrogeologic Report; however, this report focuses on the area in and around the
proposed footprints of the Phase 2A and Phase 4 waste cells.

The SWS issued Conditional Site Suitability Approval on February 28, 2014 for Phases 1A, 2A,
4, 5, 6, 7, and 8; however, Phases 1B, 2B, and 3 were not determined to be suitable due to
groundwater contamination. A Permit to Construct for Phase 1A was issued in March 2014 and
Burke County completed construction of Phase 1A of the C&D landfill expansion in July 2014.
A Permit to Operate for Phase 1A was issued on August 14, 2014.

To provide clarity, select terms used in this report are defined below:

 SITE or PROPERTY - The terms “the site,” “County property,” or “landfill property”
refer to the 318 acres that were permitted in 1987 and that compose the County-owned
parcel of which the current facility is a part.

 FACILITY - The term “facility” refers to the 227 acres within the new facility boundary
as proposed in the 2012 permit application.

 OLD LANDFILL - The term “old landfill” refers to the 28-acre footprint in the
southwest corner of the landfill property that was used for municipal solid waste (MSW)
disposal under the 1987 permit and was closed in 1998. This facility was used for
disposal of construction and demolition (C&D) waste on top of the closed MSW landfill
under the 1994 Transition Plan until September 2014.

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 NEW LANDFILL / EXPANSION AREA - The terms “new landfill” or “expansion
area” refers to the 37-acre footprint proposed for C&D waste disposal in the permit
application submitted in 2012 and adjacent areas that will be involved in waste handling,
compliance monitoring, or related activities associated with the new landfill.

 PHASE 1A - The term “Phase 1A” refers to the 2.5-acre waste disposal cell constructed
in 2014 within the new landfill footprint.

 PHASE 2A/4 - The terms “Phase 2A and Phase 4” or “Phase 2A/4” refer to the next
phases of the new landfill expansion, which is the subject of this study. Phase 2A and
Phase 4 comprise a combined 6.1-acre waste disposal area proposed to be constructed
within the new landfill footprint.

The site location is shown on a portion of the USGS topographic map for the area in Figure 1.
Drawing HG-00 shows existing conditions of the entire facility, and shows the planned phasing
of the expansion area. The SWS issued Conditional Site Suitability Approval on February 28,
2014 for Phases 1A, 2A, 4, 5, 6, 7, and 8; however, Phases 1B, 2B, and 3 were not determined to
be suitable due to groundwater contamination attributed to landfill gas migration from the old
landfill. Phases 5, 6, 7, and 8 are not planned to be constructed for at least 5-10 years, but will
likely be constructed in the order: Phase 5 first, followed by Phase 8 and then Phase 6, and lastly
Phase 7. In the meantime, if the groundwater contaminant plume between the old landfill and
the expansion area recedes significantly, the County may petition for site suitability to be
approved for Phases 1B, 2B, and 3. If this happens, it will likely change the phasing sequence.
Design Hydrogeologic Reports, including installation of additional wells and piezometers, and
Permit-to-Construct Applications will be required for each new phase.

The results of this investigation show that the bedrock elevations and long-term high water table
can be reasonably determined based on the available data. The proposed Phase 2A/4 design
meets all conditions for vertical separation from the long-term high water table and bedrock. An
updated Water Quality Monitoring Plan for the facility, including proposed monitoring wells for
Phases 2A and 4, will be submitted as a separate report. The proposed groundwater monitoring
network will be effective in monitoring for a potential release from the waste disposal area
downgradient of the proposed facility.

1.2 Site Description
The John’s River Waste Management Facility is located in the north-central portion of Burke
County, north of Morganton, North Carolina. The facility was permitted in 1987 and the old
landfill began receiving waste in 1988. The site location is shown on a portion of the USGS
Topographic Quadrangle Map for the area on Figure 1. The 318-acre landfill property is
bounded by Lower Creek to the north and east, and the Catawba River to the south. The
Catawba River forms Lake Rhodhiss southeast of the facility. Lake Rhodhiss is a long, narrow
lake formed by the Rhodhiss Hydroelectric Dam located approximately 12 miles downstream of

John’s River Landfill, Burke County, NC Joyce Engineering
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the landfill property. The John’s River flows into the Catawba River near the southwest corner
of the landfill property.

Ground surface elevations range from approximately 990 feet at the river’s edge to over 1,170
feet above mean sea level (AMSL). Topography is characterized by high hills transected by
small streams and drainage features sloping down to the Catawba River. Natural slopes range
from 5 to 25 degrees. The Catawba River 100-year flood boundary, which roughly corresponds
to the 1,005-foot topographic contour, extends onto the landfill property.

Properties within 2,000 feet of the landfill boundary are mostly heavily wooded or are covered
by surface water. All adjoining properties and properties within 2,000 feet of the facility are
undeveloped except for two private residences to the north and northwest of the landfill. A Site
Characterization Drawing, which included an inventory of all properties within 2,000 feet of the
facility, was included in Appendix H-1 of the Site Hydrogeologic Report (JOYCE, 2011b).

There are no water supply wells or surface water intakes within 2,000 feet of the facility
boundary. The residence to the north was reported to have had a private water-supply well at
one time. Even if this well still exists, it is not considered to be a potential off-site receptor due
to being up-gradient of the facility, greater than 4,000 feet from old or proposed waste disposal
areas, and more than 3,500 feet from the proposed facility boundary.

All properties to the north and northwest, as well as the landfill facility buildings, are supplied
with potable water by the Burke Caldwell Corporation. The Burke Caldwell Corporation
operates four public supply wells located approximately 1.5 miles northwest of the facility and
supplies public water to residential areas northwest of the facility. The City of Morganton and
the Triple Community Water Corporation provide public water to areas south and southeast
(respectively) of the facility on the other side of the Catawba River. There are three public water
intakes on Lake Rhodhiss between the landfill facility and the dam. The Town of Valdese intake
is located approximately five miles downstream of the facility boundary, and the Lenoir and
Granite Falls intakes are approximately eight and ten miles downstream, respectively.

1.3 Previous Investigations
A Site Hydrogeologic Report for the John’s River Landfill (dated August 2012) was submitted to
DENR in September 2012 (JOYCE, 2011b) as part of the Permit Application. The Site
Hydrogeologic Report summarized and included results from previous investigations, including
original site investigations for the John’s River Landfill (Municipal Engineering, 1986) as well
as a Site Hydrogeologic Report (JOYCE, 1996a) and a Design Hydrogeologic Report (JOYCE,
1997) for a proposed MSW landfill on the property, which was permitted but never built. A
Design Hydrogeologic Report for Phase 1 of the New Landfill (JOYCE, 2012) was also
submitted in August 2012 as part of the Permit Application.

Much of the data presented in this Design Hydrogeologic Report were also presented in the Site
Hydrogeologic Report and/or the Design Hydrgeologic Report for Phase 1; however, this report
focuses on the area in and around the proposed footprint of the Phase 2A/4 waste cell, rather than
the entire facility. To avoid redundancy and save paper, the data presented in appendices in the

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Site Hydrogeologic Report and/or the Phase 1Design Hydrogeologic Report are not included as
appendices in this report; rather, this report refers back to the earlier reports. These data include:
a site characterization drawing, geologic maps, fracture trace analyses, boring logs,
well/piezometer construction diagrams, laboratory reports for soil testing, aquifer slug test data,
and magnetometer survey results. Tables summarizing these data, including data both within
and outside of the compliance area for Phase 2A/4, are included in this report.

1.4 Current Site Operations
The old C&D waste disposal unit, which is on top of the closed unlined MSW unit, combined
consists of 28 acres in the southwest corner of the landfill property. The old landfill began
operations as a MSW landfill in April 1988, but was closed in January 1998 to comply with
§.1627(c)(10)(A) of the NCSWMR governing MSW landfills not designed with a base liner and
leachate collection system. Burke County has operated a permitted C&D disposal area on top of
the closed portions of the MSW landfill since 1998 in accordance with the site’s Transition Plan
(JOYCE, 1994). The old C&D landfill reached its capacity in late 2014 and the County is
planning for the landfill final closure in 2016. A MSW transfer facility is located in the eastern
half of the property.

Burke County completed construction of Phase 1A of the C&D landfill expansion in July 2014, a
Permit to Operate for Phase 1A was issued on August 14, 2014, and the new landfill began
operation on September 1, 2014. The most recent survey was completed on April 5, 2015.
During the interval from September 1, 2014, and the April 2015 survey, the County placed 3,696
tons of waste in the landfill, as well as an unquantified amount of cover soil, and consumed
6,780 cubic yards (cy) of airspace. As of April 2015 Phase 1A had 57,967 cy remaining for
waste disposal and daily cover soil. Assuming a constant monthly tonnage of 516 tons/month,
and compaction efficiency of 1,090 lbs/cy, the remaining life of the landfill beyond the last
survey date is approximately 5.1 years (approximate full date of May 10, 2020).

The only known underground utility entering the site is a water supply line located under the
northwest access road off of Duckworth Road that services the office, garage and recycling
buildings. The garage and office are served by an on-site septic system for treatment of sanitary
wastes. The drain lines run from the north side of the building toward a drain field located
behind the recycling building. A short gas line extends from an above-ground tank on the
eastern side of the office to the building. Electric power enters the site via overhead power lines,
but runs underground from the power poles to the on-site buildings.

2.0 REGIONAL, LOCAL, AND SITE GEOLOGY
2.1 Regional Geologic Setting
The John's River Waste Management Facility is located in the Inner Piedmont Belt of the
Piedmont Physiographic Province in western North Carolina. The Inner Piedmont Belt is
separated from the Blue Ridge Belt to the northwest by the Brevard Fault Zone and the Kings
Mountain Shear Zone. The Inner Piedmont Belt consists primarily of a high-grade sillimanite
metamorphic facies zone that grades into a lower-grade kyanite facies zone along its

John’s River Landfill, Burke County, NC Joyce Engineering
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northwestern flank. The rocks are predominantly thinly layered mica schist and biotite gneiss
interlayered with lesser amounts of amphibolite, calc-silicate rock, hornblende gneiss, quartzite,
and in rare instances, marble (Goldsmith, et. al., 1988). Prior to regional metamorphism, the
Inner Piedmont Belt rocks were probably mostly sedimentary (graywacke) with some
intermediate volcanic flows and tuffs. A regional geologic map covering the proposed site area
was provided in Appendix H-2 of the Site Hydrogeologic Report (JOYCE, 2011b).

The history of deformation and emplacement of igneous intrusives in the Inner Piedmont is
complex. The rocks have been extensively folded, sheared, and faulted. Granite dikes and larger
granite, granodiorite, and a few quartz diorite bodies have been emplaced along shear zones and
discordances. A major lineament coincides with the course of the Catawba River in Caldwell,
Burke, and Alexander Counties, but no offset has been documented.

Sumsion and Laney (1967) studied the Morganton area geology in detail and mapped the site
area as granitic gneiss. Their geologic map was included in Appendix H-2 of the Site
Hydrogeologic Report (JOYCE, 2011b). These investigators state that the mapping unit is often
intermixed and interlayered with biotite-muscovite schist, similar to that described during the site
investigations. Additional observations made by the authors, which are pertinent to this
investigation include their observations on the geologic structure of the area. The limited and
highly weathered site outcrops precluded any detailed on-site study of fractures, joints, and/or
faults which may be present; however, Sumsion and Laney provide the following description of
structural features in and around the Morganton area:

... Due to the excessive mantle of saprolite, faults and joints are not readily
apparent except where exposed in railroad cuts, road cuts, quarries, or similar
excavations. Few such exposures fail to show a number of faults, shear zones,
and joints. However, these linear structural features are generally not traceable
for any great distances. Faults are very common. They are apparently of small
displacement and not of regional extent. Faults generally strike northeastward
and are vertical or dip at steep angles southeastward. Faults striking
northwestward, though present, are less common. The predominant joint systems
strike about N 60 E and N 40 W, and are vertical or dip steeply southeastward
and southwestward. Less prominent joint systems trending nearly north and
nearly east occur locally....

2.2 Site Geology
The John’s River Waste Management Facility is in close proximity to the Brevard Shear Zone,
and is underlain by highly metamorphosed and complexly structured rocks. According to
Goldsmith, et al. (1988) and as illustrated on the Charlotte 2 sheet geologic map (Appendix H-2
of the Site Hydrogeologic Report (JOYCE, 2011b)), the site is underlain by gneisses and schists
of various compositions, calc-silicates, and felsic metavolcanics, all grouped together in one
mapping unit. Less than one mile to the northwest, the bedrock is likely to be foliated-to-
massive migmatitic granitic gneiss with biotite gneiss and amphibolite. Approximately two
miles to the east of the site is a small area that has been mapped as metamorphic granitic rock. A
John’s River Landfill, Burke County, NC Joyce Engineering
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major diabase dike system oriented northwest-southeast has been mapped over a distance of
more than 40 miles and passes less than one mile to the northeast of the site.
The dominant rock type as seen in outcrops, float, boulders, and rock cores located on the site is
granitic (quartz diorite composition) gneiss, often interlayered with biotite-muscovite schist. No
calc-silicates or metavolcanics have been identified on the site. The limited outcrop exposures
suggest that the site lithologies are complexly folded with attitudes varying from vertical to
horizontal in any given outcrop. The structures within limited outcrops indicate that these rocks
are complexly-folded, with attitudes that vary from vertical to horizontal in most outcrops.
An abundance of rounded sand, gravel, cobble, and boulder-sized alluvial deposits are exposed
along the banks of the Catawba River, which borders the site. The greatest accumulation of
these deposits is along the southwestern site boundary near the existing landfill location. These
river deposits are 40 feet or more above the current river elevation and have been described as
ancient river terrace deposits; however, the majority of these deposits are thought to be remnants
or spoils from an early twentieth century river dredging operation which was located along the
banks of the Catawba River. Concrete foundation pilings from this operation are still visible in
the site area, along the river’s edge. This would explain why many of the river deposits are so
high above the current river elevation.
The site regolith is typical of the inner piedmont and consists mostly of silty sand, clayey sand,
and sandy silt. The regolith at the site ranges from 19 to at least 120 feet thick. No clear
correlation exists between topographic expression and this depth, as knolls and hollows across
the site exhibit highly variable thicknesses of regolith. The depths to bedrock (thickness of
regolith) based on auger refusal encountered during the historic site studies and recent
investigations are included in Table 1.
Depth to bedrock appears fairly consistent in the Phase 2A footprint, with auger refusal in PZ-32
and MW-22D at 49.5 feet and 45.5 feet, respectively. Depth to bedrock is more variable in the
Phase 4 footprint, with auger refusal ranging from only 25 feet below ground surface at PZ-40 to
greater than 60 feet at PZ-41. Auger refusal was at 30 feet in PZ-42 and greater than 40 feet in
MW-1. (Auger refusal was not reached at PZ-41 or MW-1.) This variability is even more
significant considering that PZ-40 and PZ-41 are only about 120 feet apart and at similar
elevations. Furthermore, the rock encountered in PZ-40 was very competent with no apparent
fractures to a depth of 62 feet, based on the fact that PZ-40 was dry, even though the water levels
in PZ-41 and PZ-42 were approximately 45 and 30 feet below ground surface, respectively. This
indicates that there is a pinnacle of very competent rock beneath the northern end of Phase 4.
2.3 Fracture Trace – Rose Diagrams
Fracture trace analyses were performed for the site area, revealing only limited evidence of
preferential fracture trends. Lineament data were collected using the USGS 1:24,000 scale
topographic maps of the area (Morganton North, NC, and Drexel, NC quadrangles). The
following three radii of investigation were chosen: the roughly circular site boundary, 2,000 feet
from center of the site, and two miles from the center of the site. Results, displayed in rose
diagram format, are shown in Figures VII-3, VII-4, and VII-5, respectively, from the 1996 Site

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Hydrogeologic Report (JOYCE, 1996a), which were presented in Appendix H-3 of the Site
Hydrogeologic Report (JOYCE, 2011b). The lineations used for this analysis were displayed on
Figure VII-6 in Appendix H-3 of the Site Hydrogeologic Report (JOYCE, 2011b). The results
suggest slight preferential lineaments in the north-south direction, and in the northwest-southeast
direction.

Regarding preferential fracture orientations, one additional observation is noteworthy. Figure
VII-7 in Appendix H-3 of the Site Hydrogeologic Report (JOYCE, 2011b) presented a map of
the Morganton area showing major drainage systems. Two prominent lineations are readily
apparent near the site area. The first trends approximately N 55º E and is indicated by segments
of the John's and Yadkin Rivers, and other smaller segments in the area. These lineations occur
just north and northeast of the site. The second lineation occurs west and northwest of the site
and is recognized by portions of the John's River near its intersection with the Catawba River,
and the river (Upper Creek) which parallels that portion of the John's River to the west. This
lineation trends approximately N 40º W and appears to be consistent with one of the predominant
joint systems recognized by Sumsion and Laney (1967).

Strikes and dips of jointing and foliation from the limited site outcrops are highly variable across
the site and show little correlation with the recognized attitudes presented above. One of the best
exposures of rock on site occurs approximately 175 feet north of MW-13. Two predominant sets
of joints were identified in this outcrop area: one with an average strike of N 5º W and average
dip of 80º E, and one near-vertical joint set trending N 78º W. These joint sets do not appear to
have a correlation with the drainage lineation which underlies the area. Foliations of the
outcrops in this area have a strike which averages approximately N 40º W with highly variable
dips to the east.

2.4 Diabase Dikes
A major diabase dike trending approximately N 32º W has been mapped near the site
approximately 3,000 feet from the eastern site boundary (Appendix H-2 of the Site
Hydrogeologic Report (JOYCE, 2011b)). This dike was identified in the field by visual
observation of float and subsequently by magnetometer. Field reconnaissance indicates that the
dike is about 100 to 150 feet wide. A magnetometer survey conducted at the John’s River site in
1995 found no evidence of significant diabase dikes beneath the subject property.

3.0 SITE HYDROGEOLOGY
The following section discusses the hydrogeological aspects of the site and the complex details
associated with this Piedmont terrain. A significant amount of hydrogeologic investigation was
performed on the subject area during the initial permitting which took place in 1985-1986, and
during permitting of the expansion area for an MSW landfill in 1995-1997. Much of this
information is either included or referenced in the following discussions.

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3.1 Surface Water Hydrology and Groundwater Discharge Features
The landfill property is located adjacent to the Catawba River (Lake Rhodhiss) between the
confluences of two perennial streams, John's River and Lower Creek The upper reaches of Lake
Rhodhiss (i.e., where the river becomes the lake) are approximately adjacent to the landfill
property. The Catawba River, John's River, and Lower Creek are all groundwater discharge
features. There are also four intermittent streams (creeks) which flow into the Catawba River
between the John's River and Lower Creek. These streams may be groundwater discharge
features, at least at some times of the year. The locations of these streams are shown on Drawing
HG-00. Stream 1 is located along the western property boundary. Stream 2 starts in the central
part of the proposed expansion landfill footprint near PZ-16S&D and flows toward MW-14.
Stream 3 starts in the eastern end of the footprint and flows toward PZ-7. Stream 4 is located
farther east, well outside of the footprint, near MW-2 and PZ-6. A fifth drainage feature is
located across the access road north of the proposed expansion area near MW-6. It drains
through a culvert, which runs from southeast to northwest under the shooting range area, and it
discharges into a drainage that connects with Lower Creek.

Surface runoff from the landfill property flows either to the Catawba River (either directly or by
way of one of the four intermittent streams) or to Lower Creek, which flows into the Catawba
River. The majority of the existing landfill area drains directly into the Catawba River; however,
a small portion of it drains into Stream 1 and then to the Catawba River. The entire footprint
proposed for waste disposal in the expansion area drains directly into the Catawba River either
directly or through Streams 2 or 3.

3.2 Groundwater Hydrology and Flow Regime
“The Piedmont ground-water system is deceptively simple in the broad view and
exceedingly complex in detail. In the broad view, it is a simple two-part system
consisting of regolith, composed of a granular layer of soil and saprolite and thin,
discontinuous alluvial deposits, overlying fractured, crystalline bedrock. Hydraulically,
the regolith functions as the reservoir of the system and the bedrock fractures function as
pipelines that transmit water from the regolith to natural discharge areas.”
(Ralph Heath, 1989)

The above quote is an accurate description of the groundwater system underlying the John’s
River Waste Management Facility and is the basis for the site conceptual model for groundwater
at the site.

The regolith at the site ranges from 19 to at least 120 feet thick. No strong correlation exists
between topographic expression and depth to bedrock. Both knolls and hollows across the site
exhibit highly variable thicknesses of regolith. The depths to bedrock (thickness of regolith) as
encountered during the historic site studies and recent investigations are included in Table 1.

Table 2 summarizes recent and historical groundwater elevation data from the site collected from
all current and previously-existing monitoring wells and piezometers. The most complete water
level data sets for the site were from May 16-17, 2011 and January 11, 2016. Based on the

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groundwater level measured in May 2011 and January 2016, groundwater was above the bedrock
surface in 88% of the wells and piezometers on the site. For wells and piezometers where depth
to bedrock is known, the static water table ranged from greater than 60 feet above bedrock to
almost 40 feet below bedrock, with the average height of the water table being approximately 9
feet above bedrock. If the height of the water table above the bottom of the well for those wells
that did not penetrate to bedrock is included in our calculations, the average height of the water
table above bedrock is closer to 12 feet. The majority of wells and piezometers where the water
table was below the bedrock surface were on high ridges. Graph 1 shows the relative elevations
of the ground surface, the bedrock surface, the January 2016 static water table, the long-term
high water table, and the total well depth, for all of the wells and piezometers on the site, sorted
according to ground surface elevation. (See Section 6.0 for more details on the water table data.)

The fact that the water table is well above the bedrock surface beneath most of the site indicates
that groundwater flow through the regolith and saprolite is going to dominate the groundwater
flow regime, especially in the low-lying areas near the groundwater discharge features.
Groundwater flow through the fractured bedrock will be a minor contributor to the overall
groundwater system except beneath the high ridges.

4.0 PHASE 2A/4
4.1 Phase 2A/4 Description
Phases 2A and 4 together comprise the second 5-year phase of the C&D Landfill Expansion at
the John’s River Waste Management Facility. The Phase 2A waste disposal cell covers 2.1 acres
of the proposed landfill expansion footprint. Phase 4 waste disposal cell covers 4.0 acres of the
proposed landfill expansion footprint. Drawing HG-00 shows the limits of Phases 2A and 4
relative to the expansion area and the facility.

Phase 2A permitted capacity is 133,909 cy and Phase 4 permitted capacity is 446,648 cy, making
a combined capacity of 580,557 cy. The annual air space consumption for the landfill is
expected to be approximately 36,000 cy; therefore, the 5-year phase will require 180,000 cy of
airspace for waste disposal. The proposed 6.1-acre cell will be sufficient to meet this need.

4.2 Relevant Point of Compliance
NCSWMR § .0544(b).(1).(B) requires the Relevant Point of Compliance be established around a
proposed landfill that is no greater than 250 feet from the proposed edge of waste and no less
than 50 feet from the facility property boundary. The facility property boundary is far more than
300 feet from the proposed edge of waste in all directions, so the property boundary will not
influence placement of the relevant point of compliance. The Relevant Point of Compliance for
Phase 2A/4 will be 250 feet from the Phase 2A/4 edge of waste. The location of the Relevant
Point of Compliance is shown on Drawings HG-01 through HG-03. The area within the Relative
Point of Compliance boundary will be referred to as the Phase 2A/4 Compliance Area.

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5.0 FIELD OBSERVATIONS
5.1 Borings, Wells, and Piezometers
For this report, three additional piezometers and one additional monitoring well were installed on
December 16-18, 2015. Piezometers PZ-40, PZ-41, and PZ-42 were installed within the Phase 4
footprint and monitoring well MW-30 was installed east of Phase 4. Boring logs and well
construction diagrams for PZ-40, PZ-41, PZ-42, and MW-30 are included in Appendix A of this
report, and the construction details are included in Table 1.

Of the 98 borings on the landfill property, 3 lie within the 2.1-acre footprint of Phase 2A and 5
lie within the 4.0-acre footprint of Phase 4. An additional 12 borings lie within or very near the
Phase 2A/4 compliance area. These borings are summarized below.

Borings, Wells, and Piezometers within the Phase 2A/4 Footprint & Compliance Area

ID Date
Installed GW AR (BR) TD Top
Screen
Bottom
Screen
Lithology of
Screened Interval
(Ft.-TOC) (Ft.-BGS) (Ft.-BGS) (Ft.-BGS) (Ft.-BGS)
PHASE 2A FOOTPRINT
MW-22S (PZ-22S) June 1996 16.35 bne 25 10 25 Saprolite
MW-22D (PZ-22D) June 1996 15.36 45.5 45 40 45 Saprolite/PWR
PZ-32 (abd.) May 2011 35.49 49.5 65 29 49 Saprolite
PHASE 4 FOOTPRINT
MW-1 Sept 1987 31.48 bne 40 18.5 28.5 Saprolite
PZ-20 (nle) June 1996 62.20 bne 45 30 45 Saprolite
PZ-40 18-Dec-2015 64.10 25 62 32 62 Bedrock
PZ-41 16-Dec-2015 47.26 bne 60 40 60 Saprolite
PZ-42 17-Dec-2015 31.11 30 54 34 54 Bedrock
COMPLIANCE AREA
PZ-8S May 1995 47.29 bne 55 40 55 Saprolite
PZ-8D June 1996 47.44 74 89.5 84.5 89.5 Bedrock
PZ-15 (nle) June 1996 dna bne 30 13 30 Saprolite
PZ-16S June 1996 9.35 bne 20 3 20 Saprolite
PZ-16D June 1996 3.31 53 68 63 68 Bedrock
PZ-19 June 1996 27.98 bne 30 15 30 Saprolite
PZ-30S May 2011 40.91 bne 52 37 52 Transition Zone
PZ-30D May 2011 41.14 47 82 67 82 Bedrock
PZ-33 (abd.) May 2011 46.48 52 62 40 60 Transition Zone
PZ-35 May 2011 21.69 57.5 57.5 15 35 Saprolite
MW-20 (PZ-4)* May 1995 62.13 67 67 52 67 Saprolite
MW-30** 16-Dec-2015 31.65 bne 50 35 50 Saprolite
GW = Depth to groundwater (May 2011). AR (BR) = Auger Refusal (Bedrock). TD = Total drilled depth of boring.
Ft-BGS = Feet below ground surface. Ft-TOC = Feet below top of well casing
abd = abandoned. nle = no long existent. bne = bedrock (auger refusal) not encountered. dna = data not available.
* MW-20 is ~240 ft. from the original Phase 2A boundary, but is ~285 ft. from the revised boundary.
** MW-30 is ~255 ft. from the Phase 4 boundary.

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From the initial site studies through the most recent investigation, there have been a total 98
borings advanced within the landfill property, 70 of which were converted to wells or
piezometers. A few of these wells/piezometers have either been abandoned or inadvertently
destroyed, but most are still in existence. The 70 wells and/or piezometers include 8 nested pairs
(i.e., two wells immediately next to each other but screened at different depths). A total of 44 of
the 98 borings were advanced to auger refusal, which is interpreted as the top of competent
bedrock, and 29 of the borings were advanced deeper into bedrock either by rock-coring or air-
rotary drilling or both. Table 1 summarizes the boring and well/piezometer construction data
and status for all 98 borings. The locations of the borings, wells, and piezometers are shown on
Drawing HG-01. Boring logs and well construction diagrams for borings, wells, and
piezometers installed prior to 2012 were included in Appendix H-4 of the Site Hydrogeologic
Report (JOYCE, 2011b).
5.2 Soil/Rock Testing & Descriptions
5.2.1 Standard Penetration Tests
Split-spoon soil samples with standard penetration tests (SPTs) were obtained during drilling of
most of the borings on the site, typically at 5-foot intervals down to auger refusal. Each split
spoon was two feet long and SPT blow counts were recorded for four six-inch intervals for each
sample. The SPT blow counts for each boring are recorded on the boring logs in Appendix H-4
of the Site Hydrogeologic Report (JOYCE, 2011b), or for recent borings, in Appendix A of this
report.
5.2.2 Soil Classifications and Laboratory Testing
Split-spoon soil samples and cuttings were described in the field by a professional geologist
during drilling of most of the borings on the site using the Unified Soil Classification System
(USCS). The descriptions are included on the boring logs included in Appendix H-4 of the Site
Hydrogeologic Report (JOYCE, 2011b) , or for recent borings, in Appendix A of this report. In
addition to split-spoon samples, undisturbed soil samples were collected using 3-inch diameter,
2-foot long Shelby tubes from selected borings.
Portions of soil samples from several borings were sent to a laboratory for particle-size analysis
to determine the percentage of fine-grained (silt and clay) materials in the soil. These samples
ranged from 25.3% to 83.4% fine-grained material. In addition, the samples were analyzed for
Atterberg Limits, and some samples were analyzed for porosity. These data are summarized in
Table 3.
Undisturbed (Shelby tube) soil samples were collected from PZ-30S, PZ-31, PZ-32, PZ-37, and
PZ-38 in May 2011; and undisturbed samples were collected from PZ-41 and PZ-42 in
December 2015. The undisturbed samples were analyzed using detailed sieve and hydrometer
analysis to determine the percentages of gravel, sand, silt, and clay in order to classify the soil
using the United States Department of Agriculture (USDA) soil classification system. These
samples were also analyzed for water content, specific gravity, and porosity. In addition,
samples from PZ-30S, PZ-32, and PZ-42 were analyzed for permeability, and a tri-axial shear
test was performed on a sample from PZ-30S. All of the data from these tests are summarized in
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Table 3. The complete laboratory reports for the May 2011 samples were included in Appendix
H-6 of the Site Hydrogeologic Report (JOYCE, 2011b). The complete laboratory reports for the
December 2015 samples are included in Appendix B of this report.
NCSWMR §.0540.(2).(b) specifies that the foundation soils comprising the upper two feet of the
subgrade contain only USCS soil types SC, SM, ML, CL, MH, or CH. All soil samples obtained
from the site (including both split-spoon samples and Shelby-tube samples) met these criteria.
Most of the site soils, including those from the Phase 2A/4 area, were classified as silty sands,
silt, or clayey silt (SM) under the USCS, and sandy loams under the USDA system.
Soil porosity ranged from 0.32 to 0.57 (32% - 57%), with an average of 0.44 (44%). Soil
permeability ranged from 1.1x10-5 cm/sec to 1.4x10-3 cm/sec, with an average of 3.7x10-4
cm/sec. The sample from PZ-32 (in Phase 2A) had a porosity of 49% and a permeability of
1.4x10-3 cm/sec. The sample from PZ-42 (in Phase 4) had a porosity of 44% and a permeability
of 6.2x10-5 cm/sec. These values are typical for saprolitic soils in the North Carolina Piedmont
region.
5.2.3 Rock Cores and Descriptions
Rock cores were obtained from borings B-8, B-9, B-11, PZ-2D, PZ-8D, PZ-9D, PZ-16D,
MW-15D, PZ-30D, PZ-32, PZ-38, and PZ-42. One of the rock cores (PZ-32) was within the
footprint of the Phase 2A waste cell, and one (PZ-42) was within the Phase 4 footprint. Length
of core runs for the borings ranged from 3.5 feet to 40 feet, with most cores 15 feet or longer.
Cores generally began at or just below auger refusal. Core recovery values ranged from 62% to
100%. Rock quality designations (RQD’s) for recovered cores ranged from 21% to 95%. The
average RQD for all rock cores was 57%. Descriptions, recovery values, and RQD’s for all the
cores are summarized in Table 4A. A more detailed core description for PZ-42 is included in
Table 4B.
The primary rock type encountered in the rock cores was granitic gneiss, sometimes interlayered
with biotite schist. The rock is generally massive to slightly foliated, and composed of
inequigranular quartz, feldspar, and biotite. Fractures are generally horizontal or sub-horizontal,
with dips up to 30º. While there were abundant joints and fractures, fractures that were clearly
water-bearing as evidenced by weathering, silt intrusion, and iron-staining varied in abundance
across the site. For example, in the 15 feet of core obtained from boring PZ-32, there were 15
fractures that showed at least some evidence of water flow; however, the 19.5 feet of core
obtained from boring PZ-42 had only four such fractures. The average vertical distance between
water-bearing fractures in the upper 15-23 feet of bedrock was 2.4 feet, but the frequency
decreased with depth. This indicates an extensive fracture network that is likely to be well-
connected and conducive to predictable, consistent groundwater flow patterns.
5.3 Aquifer Characterization
5.3.1 Aquifer Description
The aquifer beneath the site can be described as an unconfined aquifer consisting of a layer of
soil/regolith derived from the weathering of metamorphic bedrock, which grades downward to

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saprolite, weathered bedrock, and finally to competent but highly fractured metamorphic
bedrock. The transitions in this sequence are often gradational and difficult to identify precisely.
Near the Catawba River, there is a mantle of coarse alluvial deposits on top of the regolith. The
entire sequence appears to be well connected with no aquitards or structures to separate or
interfere with flow of groundwater through the aquifer; however, the hydraulic conductivity
generally decreases with depth, so the groundwater regime is expected to be dominated by flow
within the regolith and saprolite zones.

Except beneath the highest ridges, the water table is generally encountered within the regolith or
saprolite zones, or in the alluvial deposits in the Catawba River floodplain. The average
thickness of the saturated aquifer above the competent bedrock surface (defined by auger-
refusal) is roughly 9-12 feet. It is believed that the majority of groundwater flow will occur
within the regolith/saprolite zone, with bedrock fractures acting mostly to funnel groundwater
from the recharge areas along the high ridges to the regolith/saprolite zone at lower elevations.

5.3.2 Infiltration Rates and Transmissivity
In 1985 and 1986, extensive testing was performed to determine the hydrological characteristics
of the site soil (Municipal Engineering, 1986). Detailed results of this study were provided in
Appendix H-5 of the Site Hydrogeologic Report. A partial summary of the 1985-1986 test
results is given below:
 Surface infiltration rates across the site were measured using double-ring infiltrometers,
and the wide range of resulting infiltration rate values suggested that the surface soils
across the site were heterogeneous;
 Constant-head permeability tests were conducted on eight samples obtained from seven
backhoe pits located in different areas on site, and vertical saturated permeability results
ranged from 4.8x10-4 to 1.6x10-6 cm/sec;
 Approximately 24 auger-stem infiltration tests were performed in borings constructed
during the investigation. The infiltration rates ranged from 1.3x10-3 to 9.7x10-7 cm/sec;
and
 A three-well aquifer pump test was performed in the south-central portion of the site to
measure the transmissivity of the water table aquifer, and a transmissivity of 10,153
gallons per day per foot (gpd/ft) was determined.

5.3.3 Hydraulic Conductivity
Slug tests were conducted on several piezometers and monitoring wells between 1994 and 2016
in order to determine the hydraulic conductivity (K) of the aquifer materials. Most of the
piezometers and wells were screened within the saprolite zone; however, a few were screened in
bedrock or in the transition zone between saprolite and bedrock. The results of all the slug tests
are summarized in Table 5. The detailed data and analyses for slug tests conducted prior to 2012
were included in Appendix H-7 of the Site Hydrogeologic Report (JOYCE, 2011b). The
detailed data and analyses for slug tests conducted in January 2016 are included in Appendix C
of this report. For the Phase 2A/4 cells, slug tests were conducted on PZ-32, PZ-41, and PZ-42,
and the results are summarized below:

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Phase 2A/4 Slug Test Results
Well / PZ Date Lithology
Hydraulic Conductivity
K (cm/sec)
Hydraulic Conductivity
K (ft/day)
Falling Rising Falling Rising
PZ-32 5/18/2011 Saprolite 7.00E-05 4.65E-05 1.99E-01 1.32E-01
PZ-41 1/12/2016 Saprolite 7.23E-05 9.01E-05 2.05E-01 2.56E-01
PZ-42 1/12/2016 Bedrock 5.96E-05 1.23E-04 1.69E-01 3.48E-01
Average for Phase 2A/4: 7.69E-05 2.18E-01
Average for Saprolite: 6.98E-05 1.98E-01
Average for Bedrock: 9.11E-05 2.58E-01

For the entire facility, the arithmetic mean K of the fractured bedrock was 3.24 feet/day, the
arithmetic mean K of the saprolite was 3.28 feet/day, and the arithmetic mean K of the transition
zone was 0.36 feet/day (see Table 5).

5.3.4 Aquifer Porosity and Permeability
The porosity of the saprolite based on laboratory testing of 14 undisturbed (Shelby tube) samples
ranged from 32% to 57%, with an average porosity of 44%. Five of the 14 samples were from
within the Phase 2A/4 footprint, and the average porosity for these samples was 46%. These
data are presented in Table 3. Effective porosity is assumed to be slightly less than the average
laboratory porosity for site soil samples, so an effective porosity of ne = 40% (0.40) is assumed
for the saprolite portion of the aquifer. In contrast, the fractured bedrock is likely characterized
by very low porosity, virtually all of which is attributable to joints and fractures. An effective
porosity of ne = 10% (0.10) is assumed for the bedrock portion of the aquifer. The transition
zone is likely to have a lower porosity than the saprolite but not as low as bedrock. An effective
porosity of ne = 30% (0.30) is assumed for the transition zone.

Permeabilities were also tested for five samples from the site, two of which were in the Phase
2A/4 footprint. The results ranged from 6.2E-05 to 1.4E-03 cm/sec. The average permeability
for the site was 3.7E-04 cm/sec (1.0 ft/day), and the average permeability for Phase2A/4 was
6.1E-04 cm/sec (1.7 ft/day). These data are presented in Table 3. Because all flow in the
bedrock is through fractures, and the fact that the frequency and characteristics of water-bearing
fractures is variable, the permeability of the fractured bedrock cannot be easily predicted or
measured.

5.4 Magnetometer Survey
A major diabase dike trending approximately N-32º-W has been mapped near the site
approximately 3,000 feet from the eastern site boundary. This dike was initially identified in the
field by visual observation of float and subsequently by magnetometer. Field reconnaissance
indicates that the dike is about 100 to 150 feet wide.

Local anomalies in the Earth’s magnetic field can be produced by the distribution of different
rock types in the subsurface. Ferrous metal objects or deposits of magnetic minerals such as
magnetite can sustain significant remnant (permanent) magnetization and produce strong

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magnetic anomalies. Magnetic anomalies can also be produced near contacts between different
rock types with very different magnetic susceptibilities. The magnetic susceptibility of any rock
is dependent on its mineralogy. Rocks with abundant mafic minerals have greater magnetic
susceptibility than rocks with predominantly felsic minerals.

Diabase has a very high magnetic susceptibility compared to the typical granitic country rock in
this area, so a diabase dike would be expected to produce a strong magnetic anomaly. This is
supported by the fact that the offsite dike previously described exhibited a very strong magnetic
anomaly. Given that this dike traverses very similar country rock to that present within the site,
and that any splay off of the parent dike would be expected to be of similar mineralogy, a splay
of significant size under the site property should also produce a magnetic anomaly.

In order to check for the presence of diabase intrusives within the John’s River property
boundary, a magnetometer survey was performed in 1995 around the site perimeter and on
selected traverses within the site. The survey was performed using a Geometrics G-858
magnetometer with an internal data logger. Eight geophysical traverses were conducted on site.
The locations of these traverses are shown on Drawing No. 02 from the 1996 Site Hydrogeologic
Report (JOYCE, 1996a) (included in Appendix H-8 of the Site Hydrogeologic Report). Figures
VII-8 through VII-15 in Appendix H-8 of the Site Hydrogeologic Report graphically display the
magnetic field strength, in gammas, from the start of each line (SOL) to the end of each traverse
line (EOL). No horizontal scale is implied for the graphical displays, and the dashed line shown
on each figure represents a traverse which was run normal to the northwest trending offsite dike.
This line is plotted on each figure in order to show the expected signature and anomaly
associated with a diabase intrusive. Several anomalies were noted in the field (for example when
the traverse crossed a metal culvert or passed near a disposal dumpster) and are annotated with
their probable source on the associated figures. The large anomalies on Line 2 are related to
buried waste in the current landfill. Some isolated, narrow anomalies are probably associated
with unidentified buried metal objects. For some of these anomalies, side traverses were run in
the field to confirm that the anomalies were isolated and non-linear.

The results of the magnetometer survey showed no evidence of significant diabase dikes within
the property boundary. Also, no diabase has been observed on the site either in float, outcrops,
or rock cores. We conclude that diabase dikes are not likely to be present, or if they are, they are
probably too small to create any significant difficulties in predicting or monitoring groundwater
flow beneath the site.

6.0 WATER TABLE INFORMATION
6.1 Groundwater Elevations & Seasonal High Water Table Map
Table 2 summarizes recent and historical groundwater elevation data from the site collected from
all current and previously-existing monitoring wells and piezometers. Groundwater elevation
data are available for some of the earliest wells starting in September 1987. Semiannual
groundwater elevation data are available for most of the current compliance monitoring wells
from July 1995 through May 2016.

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The most complete water level data sets for the site were from May 16-17, 2011, and January 11,
2016. During these two events, water levels were measured for nearly every monitoring well
and piezometer in existence and accessible on the site. The most recent water level
measurements were from February 19, 2016, which included all existing wells and piezometers
in the vicinity of the new landfill as shown on Drawing HG-02.
Drawing HG-02 depicts the groundwater potentiometric surface based on the February 19, 2016
data. This map includes a flow path illustrating the direction of groundwater flow across the
Phase 2A/4 area, inferred from the groundwater potentiometric surface contours. This flow path
was used to calculate the horizontal gradient and flow velocities in Section 8.01 of this report.
6.2 Estimation of Long-Term High Water Table
Graph 2A shows the monthly precipitation data for Morganton, North Carolina from 1931
through the January 2016 based on data downloaded from the NOAA National Centers for
Environmental Information (NCEI) website (NOAA, 2016). Graph 2B shows only the last 25
years of that data, to allow easier visualization of details. The graphs also show quarterly and
annual averages of the monthly precipitation data. The highest quarterly precipitation in the last
80 years was in the third quarter of 1945; however, the second and third highest quarterly
precipitation amounts were more recent, occurring in fourth quarter of 2015 and the second
quarter of 2013, respectively. The highest monthly precipitation of 14.76 inches was recorded in
September 1945, and the second highest monthly precipitation of 14.48 inches was recorded in
July 2013. Anomalously high rainfalls may be related to a hurricane or tropical storm that
passed through the area; however, large storm events do not generally affect the water table as
much as long periods of moderate rainfall. The highest quarterly precipitation that did not
involve a hurricane or tropical storm event was in the fourth quarter of 2015.
To determine the highest water table to be expected over the life of the proposed landfill, we
determined the highest water table ever measured at each well and calculated the difference
between the highest water level and the water level measured on May 16-17, 2011. Upon
examining these data, it appeared that the largest differences were for wells/piezometers located
at high elevations, and that there was much less variation in water levels for wells/piezometers in
the lowest elevations. We calculated adjustment factors based on the average difference between
the maximum observed groundwater elevations and the May 2011 groundwater elevations for
three topographic elevation ranges, as summarized below.
Topographic Elevation of Ground Surface at
Well/Piezometer Locations (Feet-AMSL) < 1025 >1025 & <1075 > 1075
Adjustment Factor (AF):
Average of [Max-Observed minus May 2011
Groundwater Elevations] (Feet)
+ 0.74 +2.86 +4.15
We then determined a calculated maximum groundwater elevation for each well by adding the
appropriate adjustment factor to the May 2011 groundwater elevation. Since the calculated
maximum was lower than some of the observed maximum elevations, we set the long-term high
water table elevation for each well equal to whichever was greater. For two of the piezometers,

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the calculated maximum was higher than the ground surface elevation, in which case the long-
term high water table was set equal to the ground surface elevation. For wells or piezometers
that did not exist or were not measured in May 2011 but were measured in January 2016, we
took the average difference between the long-term high groundwater elevations and the January
2016 groundwater elevations for the wells with both and we added it to the January 2016
groundwater elevation in the wells without May 2011 data. For wells or piezometers that did
not exist or were not measured in May 2011 or January 2016, we used the highest historical
groundwater elevation measured in that well. Also, if the highest historically observed water
level in a well was higher than the calculated maximum, the highest observed was used.

Table 2 summarizes all historical groundwater elevations for all wells and piezometers at the
site. Table 2 also includes the observed maximum high groundwater elevations and the long-
term high water table elevations for each well/piezometer as described above. These data were
used to create the Long-Term High Water Table Map presented as Drawing HG-03.

6.3 Natural and Man-made Activities Affecting Water Table
No unusual natural events (landslides, earthquakes, tropical storms) have been observed on the
site in or in the region that might significantly affect the water table beneath the site. The
existing landfill has the potential to impact the water table, since it changes the topography of the
site and may retain water for a period of time. The normal effect of an unlined landfill is to
slightly raise the water table, and in some cases, cause mounding. Observed mounding of the
water table in the vicinity of the existing landfill is minimal, and there is no indication that the
presence of the landfill has significantly altered normal groundwater flow paths. This is likely
due to the close proximity of the landfill to the Catawba River, which exerts a strong enough
influence on the groundwater flow regime to overwhelm any potential influence due to the
existence of the landfill.

7.0 MAPS AND CROSS SECTIONS
7.1 Site Topographic map
Figure 1 includes a portion of the USGS 7.5-minute quadrangle topographic map for the site with
the property boundary annotated. More detailed site topography based on recent surveys of the
site is included on Drawings HG-00 through HG-04.

7.2 Seasonal High Water Table Map
The Seasonal High Water Table Map for the Phase 1 area is presented as Drawing HG-02, and is
based on the instantaneous water level data collected on February 19, 2016 (see Section 6.01 and
Table 2).

John’s River Landfill, Burke County, NC Joyce Engineering
Phases 2A & 4 - Design Hydrogeologic Report May 2016
18
7.3 Long-Term High Water Table Map
The Long-Term High Water Table Map for the Phase 1 area is presented as Drawing HG-03, and
is based on the estimated long-term high water table elevations presented in Table 2, as discussed
in Section 6.02.

7.4 Bedrock Surface Map
The elevation of the bedrock surface at the site was inferred from the depth of auger refusal at
the 43 borings on the site for which auger refusal was reached. These data were supplemented
with total drilling depth data for 54 borings that did not reach auger refusal, and which therefore
provided a maximum possible elevation of bedrock at that location. In general, auger refusal
corresponded to SPT blow counts of 50 blows/0.2 feet or greater. The majority of the boring
locations were surveyed by a licensed land surveyor to a horizontal accuracy of ±0.1 feet
horizontal and ±0.01 feet vertical, relative to mean sea level. A few of the older piezometers had
the top of casing (TOC) surveyed, but depth to auger refusal was measured from the ground
surface, so the ground surface elevation was estimated by subtracting the height of the TOC
above ground. One of the oldest borings apparently was not surveyed, so the elevation was
estimated from the topographic map. The survey and depth to bedrock data are summarized in
Table 1. A Bedrock Surface Map for the Phase 1 Area based on these data is presented as
Drawing HG-01.

7.5 Stratigraphic Cross Sections
Drawing HG-04 shows the locations of three stratigraphic cross sections, A-A, B-B, and C-C,
and Drawing HG-05 shows the cross sections. The cross sections show the proposed base grade,
as well as the existing ground surface, bedrock surface, long-term high water table, and the
inferred groundwater flow directions. The seasonal high water table is not shown because it is
nearly coincident with the long-term high water table beneath most of Phases 2A and 4. The
locations and screened intervals of piezometers and wells and depths of associated rock cores
and Shelby-tube samples are depicted on the cross sections.

8.0 GROUNDWATER FLOW REGIME
8.1 Horizontal Groundwater Gradients and Flow
The linear groundwater flow velocity beneath the Phase 2A/4 area can be calculated by the
modified Darcy equation V = Ki/ne, where K is the hydraulic conductivity, i is the hydraulic
gradient, and ne is the effective porosity. Drawing HG-02 shows an instantaneous groundwater
potentiometric map for the Phase 1 area based on water levels measured in February 2016.
Three groundwater flow paths (i1- i3) across the Phase 2A/4 area based on the February 2016
groundwater contours is shown on Drawing HG-02. The hydrologic gradient along these flow
paths range from .033 to .054 feet/foot. The calculations of groundwater flow velocity are based
on the parameters for hydraulic conductivity and effective porosity discussed in Sections 5.03.03
and 5.03.04 of this report, respectively, for the various portions of the uppermost aquifer beneath
Phases 2A and 4. These calculations are presented in Table 6.

John’s River Landfill, Burke County, NC Joyce Engineering
Phases 2A & 4 - Design Hydrogeologic Report May 2016
19
The hydraulic conductivities of the bedrock and saprolite portions of the aquifer are similar;
however, the effective porosity of the bedrock is expected to be much lower, resulting in a higher
flow velocity. The calculated average flow velocity for the saprolite is 0.33 feet/year, and for the
bedrock it is 1.31 feet/year. The lowest hydraulic conductivity and the slowest groundwater flow
velocities are found in the transitions zone, where the calculated flow velocity is only 0.05
feet/year; however, the transition zone is fairly thin relative to the rest of the aquifer, and is not
expected to influence the over-all flow rate significantly. The estimated over-all groundwater
flow rate beneath Phases 2A and 4 is 0.5 feet/year.

8.2 Vertical Hydraulic Gradients
Determination of a vertical hydraulic gradient requires two wells or piezometers immediately
adjacent to each other that are screened at different depths. Vertical gradients are calculated by
dividing the difference in water table potentiometric elevations by the difference in depth or
elevation of the two screened intervals. The gradients are calculated so that a negative gradient
indicates upward groundwater flow and a positive gradient indicates downward flow. Typically,
positive vertical hydraulic gradients are expected in groundwater recharge areas and negative
gradients are expected near groundwater discharge features.

There are eight pairs of wells and piezometers at this site with shallow and deep-screened
intervals that can be used to determine vertical hydraulic gradients: MW-15S&D, MW-16S&D,
MW-22S&D, PZ-2S&D, PZ-8S&D, PZ-9S&D, PZ-16S&D, and PZ-30S&D. Of these,
MW-22S&D are within the footprint of the Phase 2A waste unit and PZ-8S&D and PZ-16S&D
are within the compliance area downgradient of Phase 4. Table 7 presents all of the data used to
calculate the average vertical gradient for each well pair. It includes all historical groundwater
measurements where there is water level data for both wells in each pair.

A positive vertical gradient represents downward flow; thus, the aquifer is potentially recharging.
A negative vertical gradient represents upward flow, indicating that the aquifer is potentially
discharging. The strongest negative (upward) vertical gradient is found in MW-16S&D, which
are located near the floodplain of the Catawba River, a major discharge feature. PZ-16S&D,
which are located near the head of a small creek, also have a negative vertical gradient,
indicating that the creek is also a discharge feature. MW-15S&D and PZ-9S&D also have weak
negative vertical gradients. The strongest positive (downward) gradient is found in PZ-2S&D,
which is near the top of a high ridge that would be expected to be a recharge area. MW-22S&D,
PZ-8S&D, and PZ-30S&D all have weak positive vertical gradients. These data strongly support
the site conceptual model for groundwater flow beneath this site, which assumes that
groundwater flows from recharge areas at the higher elevations to discharge features at the lower
elevations, and these data indicate that Phases 2A and 4 are primarily in a groundwater recharge
area.

John’s River Landfill, Burke County, NC Joyce Engineering
Phases 2A & 4 - Design Hydrogeologic Report May 2016
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9.0 OTHER GEOLOGIC/HYDROGEOLOGIC CONSIDERATIONS
9.1 Surface Water and Wetlands
The western end of Lake Rhodhiss is located south of the landfill property. Lake Rhodhiss is a
long, narrow lake that is formed by the Rhodhiss Hydroelectric Dam on the Catawba River,
located approximately 12 miles downstream (east) of the landfill property. The Catawba River
flowing from the west and John’s River flowing from the northwest, converge just west of Lake
Rhodhiss. To the east and northeast of the property, Lower Creek flows south to Lake Rhodhiss.
The Catawba River, John’s River, and Lower Creek are all classified WS-4, CA (Water Supply
Watershed, Critical Area). The 100-year flood boundary, which roughly corresponds to the
1,005-foot topographic contour, extends onto the southern edge of the landfill property and is
shown on Drawing HG-00. The proposed landfill expansion waste footprint does not extend into
the 100-year floodplain.

Four unnamed tributaries of the Catawba River extend north into the facility property and are
shown on Drawing HG-00. Stream S1 forms the western property line. Stream S2 is located
east of the old landfill waste unit. The head of Stream S2 is located approximately 100 feet
south of the Phases 2A/4 edge of waste and Stream S2 will not be impacted by Phases 2A/4
construction. Stream S3 is approximately 1,000 feet to the east of S2. The head of Stream S2 is
located approximately 500 feet east of the Phase 4 edge of waste and Stream S3 will not be
impacted by Phases 2A/4 construction. Stream S4 is located on the eastern portion of the
property and will not be affected by the landfill expansion.

JOYCE conducted a wetlands investigation in August 2010 to determine whether any wetlands
exist within the proposed waste footprint, the results of which were included in the December
2011 Site Plan Application (JOYCE, 2011b). Three wetland areas were identified and are
shown on Drawing HG-00 as W1, W2 and W3. Wetland W1 is the closest to the proposed
expansion area; however, its northernmost extent is more than 650 feet south of the Phases2A/4
edge of waste. None of the wetlands will be impacted by Phases 2A/4 construction. In
September 2015, JOYCE conducted a follow-up wetlands investigation focused on Phases 2A
and 4 which confirmed that there have been no significant changes to the wetlands, and we
submitted the results to the Army Corps of Engineers (ACOE). The ACOE issued a Notification
of Jurisdictional Determination (NOJD) dated October 29, 2019. The NOJD found that “there
are no waters of the U.S., to include wetlands, present on the above-described project area
[Phases 2A/4] which are subject to the permit requirements of Section 404 of the Clean Water
Act (33 USC 1344).” The ACOE NOJD is included in Appendix D.

9.2 Groundwater Impacts from the Old Landfill
The adjacent old landfill is a closed, unlined MSW landfill with a closed C&D landfill located on
top of it. Impacts to groundwater have been observed around the old landfill area. The
constituents of concern (COCs) include all constituents that have had detections above their
respective NC2L standards in recent monitoring events. These include:
 Benzene;
 1,4-Dichlorobenzene;

John’s River Landfill, Burke County, NC Joyce Engineering
Phases 2A & 4 - Design Hydrogeologic Report May 2016
21
 Methylene chloride;
 Tetrachloroethylene (PCE);
 Trichloroethylene (TCE);
 1,1-Dichloroethane;
 1,2-Dichloroethane;
 Vinyl chloride.
 alpha-BHC
 beta- BHC

The old landfill is in Assessment Monitoring and Corrective Action. A Corrective Action Plan
(CAP) was submitted to the SWS in June 2008 (JOYCE, 2008) and was approved by the SWS in
a letter dated January 29, 2009. The selected remedies presented in the CAP include Monitored
Natural Attenuation (MNA) and phytoremediation. The CAP was amended in August 2013
(JOYCE, 2013) to add control of landfill gas as a remedy for the area between the old landfill
and the C&D expansion area. Corrective Action Evaluation Reports (CAER) have been
submitted to the SWS in May 2011 (JOYCE, 2011a) and April 2016 (JOYCE, 2016).

Although the new C&D landfill is generally upgradient of the old landfill, the groundwater
contaminant plume from the old landfill extends beneath the originally proposed Phases 1B, 2B,
and 3 of the new landfill. It is believed that the groundwater impacts in this area are largely due
to cross-media partitioning from migrating landfill gas. The presence of the plume led the SWS
to find these Phases 1B, 2B, and 3 unsuitable in their February 2014 Conditional Site Suitability
Approval. The facility is currently sampling several of the piezometers in this area for the
facility’s COCs semiannually to monitor this portion of the plume. There is no evidence that the
plume extends beneath any portion of Phases 2A or 4.

10.0 DESIGN OF PHASES 2A and 4
10.1 Vertical Separation
One purpose of this Design Hydrogeologic Report is to demonstrate compliance with the vertical
separation standards set forth in Item (2) of § .0540 of the NCSWMR. Item (2)(a) states that the
C&D landfill unit must be constructed so that the post-settlement bottom of waste is at least 4
feet above the high water table and bedrock. Drawing HG-04 shows proposed base grades for
Phases 2A and 4 as well as the long-term high water table contours and bedrock contours.
Drawing HG-05 shows cross sections through the Phase 2A/4 area showing the proposed base
grades relative to the long-term high water table and the bedrock.

Beneath most of Phases 2A and 4, the groundwater is shallower than the bedrock, so the long-
term high groundwater table will control the minimum elevations of the base grades. There is a
small area beneath the northern end of Phase 4 where bedrock is higher than groundwater, so the
bedrock will control the minimum elevations of the base grades in this area. The base grades
will be designed to provide the minimum four feet of separation above both the bedrock and the
long-term high water table.

John’s River Landfill, Burke County, NC Joyce Engineering
Phases 2A & 4 - Design Hydrogeologic Report May 2016
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10.2 Foundation
Another purpose of this Design Hydrogeologic Report is to demonstrate compliance with the
foundation standards set forth in Items (2) and (5) of § .0540 of the NCSWMR. Item (2)(b)
specifies that the foundation soils comprising the upper two feet of the subgrade contain only
USCS soil types SC, SM, ML, CL, MH, or CH. Since the proposed base grades are generally at
or below the existing ground surface but above the bedrock, the foundation soils under most of
the Phases 2A and 4 waste units will be the in-situ native soil. All soil samples obtained from
the site (including both split-spoon samples and Shelby-tube samples) met these criteria (see
Section 5.02.02 of this report). All of the soil samples from the Phase 2A/4 footprints and
compliance area were classified SM under the USCS.

Item (5)(a) requires that the subgrade be inspected by a qualified geologist or engineer when
excavation is complete. Item (5)(b) requires that the DENR be notified at least 24 hours before
the inspection. A licensed geologist or engineer will inspect the subgrade in accordance with
these requirements. Soil samples from the constructed base of the Phase 2A/4 waste units will
be taken at a frequency of 1/acre and analyzed per the USCS to verify that only the following
soil types are present in the upper two feet: SC, SM, ML, CL, MH, or CH. A land surveyor
licensed in North Carolina will verify that the dimensions and elevations of the subgrade are in
accordance with the approved plans.

10.3 Monitorability
Review of the hydrogeologic data available for this site indicates groundwater beneath the site
can be monitored effectively for any potential release of contaminants from the landfill into the
groundwater of the site. Groundwater flow is dominated by the saprolite portion of the aquifer,
and the characteristics of both the saprolite and the fractured bedrock support the conclusion that
groundwater flow will be predictable and consistent across the site. No geologic features have
been observed which might interfere with groundwater flow or with monitoring of the
groundwater. An updated Water Quality Monitoring Plan (WQMP), including proposed
monitoring wells for the Phase 2A/4 area, will be presented as a separate report concurrently
with this report. The compliance monitoring well networks for all future phases (e.g., Phases 5,
6, 7, & 8) will be proposed in a revised WQMP to be submitted with the Design Hydrogeologic
Report for each phase.

11.0 REFERENCES
The following references were used in or considered pertinent to the development of this Site
Hydrogeological Report, but may or may not be cited in the text.

Bouwer, H. and Rice, R.C., June 1976, A slug test for determining hydraulic conductivity of
unconfined aquifers with completely or partially penetrating wells; Water Resources
Research, American Geophysical Union, pp. 423-428.

Bouwer, H., 1989, The Bouwer and Rice slug test-an update; Ground Water, vol. 27, No. 3,
May-June, pp. 304 - 309.

John’s River Landfill, Burke County, NC Joyce Engineering
Phases 2A & 4 - Design Hydrogeologic Report May 2016
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Brown, Philip M., Chief Geologist, 1985, Geologic Map of North Carolina, The North Carolina
Geologic Survey, scale 1:500,000.

Butler, J. Robert, and Secor, Jr., Donald T., 1991, The Central Piedmont, in Horton, J. W., Jr.,
and Zullo, V. A., eds., The Geology of the Carolinas: The University of Tennessee Press,
p. 59-78.

Goldsmith, Richard, Daniel J. Milton, and J. Wright Horton, Jr.. 1988. Geologic map of the
Charlotte 1 degree x 2 degree Quadrangle, North Carolina and South Carolina. US
Geological Survey Map I-1251-E. US Geological Survey: Reston, VA.

Halford, Keith J., and Kuniansky, Eve L., 1998. Bower and Rice Slug Test Analysis, in:
Documentation of Spreadsheets for the Analysis of Aquifer Test Data: USGS OFR
02-197.

Harned, D.A., and Daniel, Charles C., III, 1989, The Transition Zone Between Bedrock and
Saprolite: Conduit For Contamination?, in Ground Water in the Piedmont; Edited by
Daniel, C., White, R., and Stone, P., Proceedings published by Clemson University, pp.
336-348.

Heath, R.C., 1989, The Piedmont Ground-Water System, in Ground Water in the Piedmont;
Edited by Daniel, C., White, R., and Stone, P., Proceedings published by Clemson
University, pp. 1-13.

Joyce Engineering, Inc. (JOYCE), 1994. Transition Plan, Johns River Waste Management
Facility. April.

JOYCE, 1996a. Site Hydrogeologic Report, Johns River Waste Management Facility. October.

JOYCE, 1996b. Water Quality Monitoring Plan, Johns River Waste Management Facility.
September.

JOYCE, 1997. Design Hydrogeologic Report, Phase 1, Johns River Waste Management
Facility. January.

JOYCE, 1998. Water Quality Assessment Plan, Johns River Waste Management Facility. May.

JOYCE, 2000. Water Quality Assessment Report, Johns River Waste Management Facility.
January.

JOYCE, 2004. Update on Groundwater Assessment Activities, Johns River Waste Management
Facility. October.

John’s River Landfill, Burke County, NC Joyce Engineering
Phases 2A & 4 - Design Hydrogeologic Report May 2016
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JOYCE, 2005a. Assessment of Corrective Measures Report, Johns River Waste Management
Facility. February.

JOYCE, 2005b. Quantitative Risk Assessment, Johns River Waste Management Facility.
February.

JOYCE, 2008. Corrective Action Plan, Johns River Waste Management Facility. June.

JOYCE, 2011a. Second Semiannual Groundwater Monitoring Report of 2010 and Corrective
Action Evaluation Report, Johns River Waste Management Facility. May.

JOYCE, 2011b. Johns River Waste Management Facility C&D Landfill Expansion - Volume 1:
Site Plan Application, Section II: Site Hydrogeologic Report, December.

JOYCE, 2012. Johns River Waste Management Facility C&D Landfill Expansion – Phase 1
Design Hydrogeologic Report, August.

JOYCE, 2013. Addendum to the Corrective Action Plan, Johns River Waste Management
Facility. August.

JOYCE, 2016. Corrective Action Evaluation Report, Johns River Waste Management Facility,
April.

Municipal Engineering Services Co., P.A., 1986, Burke County Site Plan; Prepared by Municipal
Engineering, P.A., Garner, North Carolina, for Burke County. July.

National Oceanic and Atmospheric Association (NOAA), 2016. Monthly Summaries of the
Global Historical Climatology Network - Daily (GHCN-D). Station:
GHCND:USC00315838 - MORGANTON, NC US. NOAA National Climatic Data
Center. Accessed February 8.

North Carolina Dept. Environment, Health, and Natural Resources (NC-DENR), 1995, Sampling
and Analysis Requirements, Construction and Demolition Landfills and Closed Sanitary
Landfills, N.C. Solid Waste Section.

North Carolina Dept. Environment, Health, and Natural Resources (NC-DENR), 1995, Draft
N.C. Water Quality Monitoring Guidance Document for Solid Waste Facilities.

North Carolina Department of Environment and Natural Resources (NC-DENR), 2011. North
Carolina Solid Waste Management Rules. 15 NCAC 13B. With updates and changes
through April.

Parker, B.L. et al. 1994. 1) A conceptual understanding of contaminant migration in fractured
media, 2) Calculations and real data: fractured media. In: Dissolved Organic
Contaminants in Groundwater Short Course [unpublished short course notes and

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published references contained therein]. Waterloo Centre for Groundwater Research,
Univ. Of Waterloo, Ontario. May.

RCRA Ground Water Monitoring Technical Enforcement Guidance Document (TEGD), 1986.

Ragland, Paul C., 1991, Mesozoic Igneous Rocks, in Horton, J. W., Jr., and Zullo, V. A., eds.,
The Geology of the Carolinas: The University of Tennessee Press, p. 171-190.

Sumsion, C.T., and Laney, R.L., 1967, Geology and Ground-water Resources of the Morganton
area North Carolina. N.C. Department of Water Resources, Ground Water Bulletin No.
12, 119 p.

USEPA, 2009. Statistical Analysis of Groundwater Monitoring Data at RCRA Facilities -
Unified Guidance. EPA 530/R-09-007. March.

12.0 ACRONYMS
Following is a list of common acronyms that may be used in the text, tables, graphs, drawings, or
appendices of this report.

ACM Assessment of Corrective Measures (Report)
ACOE United States Army Corps of Engineers
AMSL Above Mean Sea Level
AOC Area of Concern
BGS Below Ground Surface
C&D Construction and Demolition Waste
CAP Corrective Action Plan (Report)
CAER Corrective Action Evaluation Report (Report)
CAMP Corrective Action Monitoring Plan (Report)
CAS Chemical Abstracts Service
CFR Code of Federal Regulations
CPVC Chlorinated Poly Vinyl Chloride
COC Contaminant of Concern (for corrective action)
COC Chain of Custody (for sampling and lab reports)
DCA Dichloroethane
DCB Dichlorobenzene
DCE Dichloroethylene (or Dichloroethene)
DL Detection Limit (for laboratory data)
DO Dissolved Oxygen
EPA United States Environmental Protection Agency (or USEPA)
GPS Groundwater Protection Standards
JOYCE Joyce Engineering, Inc.
LFG Landfill Gas
MNA Monitored Natural Attenuation
C&D Municipal Solid Waste

John’s River Landfill, Burke County, NC Joyce Engineering
Phases 2A & 4 - Design Hydrogeologic Report May 2016
26
MW Monitoring Well
NC-2B North Carolina Surface Water Standards found in 15A NCAC 2B
NC-2L North Carolina Groundwater Standards found in 15A NCAC 2L.0202
NCAC North Carolina Administrative Code
NCDENR North Carolina Department of Environment and Natural Resources (now the
NCDEQ)
NCDEQ North Carolina Department of Environmental Quality (formerly the NCDENR)
NCGS North Carolina Geological Survey
NCSWMR North Carolina Solid Waste Management Regulations (15A NCAC 13B.1600)
ND Not Detected (for laboratory data)
NES Nature and Extent Study (Report)
NOJD Notice of Jurisdictional Determination (from ACOE)
O&M Operations and Maintenance
PCE Perchloroethylene (or Perchloroethene, Tetrachloroethylene, Tetrachloroethene)
QL Quantitation Limit (for laboratory data)
QRA Quantitative Risk Assessment (Report)
RL Reporting Limit (for laboratory data)
RQD Rock Quality Designation
SPT Standard Penetration Test
SWQS Surface Water Quality Standards
SWS Solid Waste Section (of NCDEQ-Division of Waste Management)
SWSL North Carolina Solid Waste Section Reporting Limits
TCA Trichloroethane
TCE Trichloroethylene (or Trichloroethene)
TOC Top of Casing (of a well)
USCS Unified Soil Classification System
USEPA United States Environmental Protection Agency (or EPA)
USDA United States Department of Agriculture
USGS United States Geological Survey
VOC Volatile Organic Compound
VC Vinyl Chloride
WQMP Water Quality Monitoring Plan (Report)

TABLES

Table 1 Boring and Well/Piezometer Construction Data
Table 2 Groundwater Elevation Data (1987-2016)
Table 3 Laboratory Soil Test Results
Table 4A Rock Core Data (Whole Site)
Table 4B Rock Core Data (PZ-42 details)
Table 5 Aquifer Slug Test Results
Table 6 Groundwater Gradients and Flow Velocities
Table 7 Vertical Hydraulic Gradients

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6
(
P
6
)
10
4
0
.
9
2

n
a

J
a
n
-
F
e
b

1
9
8
6

n
a

n
a

b
n
e

<
9
9
7

4
4

9
9
6
.
9

n
a

n
a

n
a

n
a

E
x
p
l
o
r
a
t
o
r
y

B
o
r
i
n
g
B-
7

(I
V
)
10
8
2
.
0
0

n
a

J
a
n
-
F
e
b

1
9
8
6

n
a

n
a

5
4
.
5

1
0
2
7
.
5

5
4
.
5

1
0
2
7
.
5

n
a

n
a

n
a

n
a

E
x
p
l
o
r
a
t
o
r
y

B
o
r
i
n
g
B-
8

(I
)
11
4
5
.
7
5

n
a

J
a
n
-
F
e
b

1
9
8
6

n
a

n
a

5
3
.
5

1
0
9
2
.
3

5
3
.
5

1
0
9
2
.
3

n
a

n
a

n
a

n
a

E
x
p
l
o
r
a
t
o
r
y

B
o
r
i
n
g
B-
9
(
V
I
)
11
2
1
.
5
8

n
a

J
a
n
-
F
e
b

1
9
8
6

n
a

n
a

b
n
e

<
1
0
6
2

5
9
.
5

1
0
6
2
.
1

n
a

n
a

n
a

n
a

E
x
p
l
o
r
a
t
o
r
y

B
o
r
i
n
g
B-
1
0
(
V
I
I
I
)
10
8
0
.
2
9

n
a

J
a
n
-
F
e
b

1
9
8
6

n
a
na
40

1
0
4
0
.
3

4
4

1
0
3
6
.
3

n
a

n
a

n
a
na Exploratory Boring
B-
1
1

(P
2
)
10
8
5
.
1
6

n
a

J
a
n
-
F
e
b

1
9
8
6

n
a
na
33

1
0
5
2
.
2

3
3

1
0
5
2
.
2

n
a

n
a

n
a
na Exploratory Boring
B-
1
2

(P
1
3
)
11
5
1
.
4
1

n
a

J
a
n
-
F
e
b

1
9
8
6

n
a
na
bn
e

<
1
1
0
1

5
0

1
1
0
1
.
4

n
a

n
a

n
a
na Exploratory Boring
B-
1
3

(P
8
)
10
6
3
.
1
5

n
a

J
a
n
-
F
e
b

1
9
8
6

n
a
na
25

1
0
3
8
.
2

2
5

1
0
3
8
.
2

n
a

n
a

n
a
na Exploratory Boring
B-
1
4
(
P
7
)
10
8
4
.
4
5

n
a

J
a
n
-
F
e
b

1
9
8
6

n
a
na
bn
e

<
1
0
3
5

4
9

1
0
3
5
.
5

n
a

n
a

n
a
na Exploratory Boring
B-
1
5
(
X
I
I
)
10
4
3
.
1
6

n
a

J
a
n
-
F
e
b

1
9
8
6

n
a
na
49

9
9
4
.
2

5
0

9
9
3
.
2

n
a

n
a

n
a
na Exploratory Boring
B-
1
6
(
V
)
10
7
0
.
9
0

n
a

J
a
n
-
F
e
b

1
9
8
6

n
a
na
55
.
5

1
0
1
5
.
4

5
5
.
5

1
0
1
5
.
4

n
a

n
a

n
a
na Exploratory Boring
B-
1
7

(I
I
/
P
1
2
)
11
3
5
.
0
0

n
a

J
a
n
-
F
e
b

1
9
8
6

n
a
na
48
.
5

1
0
8
6
.
5

4
8
.
5

1
0
8
6
.
5

n
a

n
a

n
a
na Exploratory Boring
B-
1
8
(
X
I
I
I
)
11
0
7
.
0
0

n
a

J
a
n
-
F
e
b

1
9
8
6

n
a
na
51

1
0
5
6
.
0

5
4
.
5

1
0
5
2
.
5

n
a

n
a

n
a
na Exploratory Boring
B-
1
9

(I
X
)
10
5
6
.
3
0

n
a

J
a
n
-
F
e
b

1
9
8
6

n
a
na
61

9
9
5
.
3

6
5

9
9
1
.
3

n
a

n
a

n
a
na Exploratory Boring
B-
2
0

(P
9
/
P
9
A
)
10
3
0
.
6
8

n
a

J
a
n
-
F
e
b

1
9
8
6

n
a
na
8

1
0
2
2
.
7

8

1
0
2
2
.
7

n
a

n
a

n
a
na Exploratory Boring
B-
2
1
(
P
3
)
10
5
5
.
0
0

n
a

J
a
n
-
F
e
b

1
9
8
6

n
a
na
bn
e

<
1
0
1
4

4
1

1
0
1
4
.
0

n
a

n
a

n
a
na Exploratory Boring
B-
2
2
(
I
I
I
)
11
0
7
.
0
0

n
a

J
a
n
-
F
e
b

1
9
8
6

n
a
na
bn
e

<
1
0
6
3

4
4
.
5

1
0
6
2
.
5

n
a

n
a

n
a
na Exploratory Boring
B-
2
3
(
P
1
4
)
10
5
8
.
0
0

n
a

J
a
n
-
F
e
b

1
9
8
6

n
a
na
bn
e

<
1
0
0
9

4
9

1
0
0
9
.
0

n
a

n
a

n
a
na Exploratory Boring
B-
2
4

(P
1
0
)
10
6
0
.
5
8

n
a

J
a
n
-
F
e
b

1
9
8
6

n
a
na
bn
e

<
1
0
0
1

6
0

1
0
0
0
.
6

n
a

n
a

n
a
na Exploratory Boring
B-
2
5

(X
)
10
3
7
.
9
7

n
a

J
a
n
-
F
e
b

1
9
8
6

n
a
na

6
0
.
9
7

9
7
7
.
0

6
0
.
9
7

9
7
7
.
0

n
a

n
a

n
a
na Exploratory Boring
B-
2
6
(
P
1
)
10
3
0
.
0
0

n
a

J
a
n
-
F
e
b

1
9
8
6

n
a
na
56

9
7
4
.
0

7
0

9
6
0
.
0

n
a

n
a

n
a
na Exploratory Boring
MW
-
1

(W
-
1
)
10
5
2
.
4
8

1
0
5
4
.
9
8

S
e
p
t

1
9
8
7
31
.
4
8
10
2
3
.
5
0

b
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0
1
2

4
0

1
0
1
2
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5

1
8
.
5

2
8
.
5

2
.
5
0

S
a
p
r
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l
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e
MW
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2

(W
-
5
)
10
1
2
.
0
0

1
0
1
4
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5
0

S
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t

1
9
8
7
15
.
8
3
99
8
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6
7

b
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9
8
8

2
4
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5

9
8
7
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5

1
4
.
5

2
4
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5

2
.
5
0

S
a
p
r
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l
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MW
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3

(W
-
4
A
)
10
2
5
.
0
0

1
0
2
7
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5
0

S
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1
9
8
7
43
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9
5
98
3
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5
5

b
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6

5
9
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5

9
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5
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5

4
9
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5

5
9
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5

2
.
5
0

S
a
p
r
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l
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MW
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4

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2
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10
1
6
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0
0

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0
1
8
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0
0

S
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1
9
8
7
25
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2
0
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2
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8
0

b
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5

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8
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5

3
0
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5

2
.
0
0

S
a
p
r
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l
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MW
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5

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3
)
10
3
2
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0
0

1
0
3
4
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0
0

S
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9
8
7
49
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5
5
98
4
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4
5
bn
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3

9
7
9
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0
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5
3

2
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0
0

S
a
p
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l
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e
MW
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6

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8
)
10
0
0
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0
0

1
0
0
2
.
5
0

S
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1
9
8
7
na
na
bn
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9
8
3

1
7

9
8
3
.
0

7

1
7

2
.
5
0

S
a
p
r
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l
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t
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Abandoned 10/94
MW
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7

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7
)
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5
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0
0

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0
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2
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5
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S
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5

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5

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5

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9
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5

3
9
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5

2
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5
0

B
e
d
r
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k
MW
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8
10
7
0
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7
0

1
0
7
2
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5
5

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1
9
8
7
31
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1
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10
4
1
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4
1

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1

4
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0
3
0
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7

2
7
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5

3
7
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5

1
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8
5

S
a
p
r
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MW
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9
11
4
4
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3
4

1
1
4
5
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9
7

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p
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9
9
4
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na
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1
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3

7
3

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7
1
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3

5
1

6
6

1
.
6
3

B
e
d
r
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Abandoned 07/06
MW
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1
0
10
0
9
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8
0

1
0
1
2
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2
3

S
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p
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1
9
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4
12
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0
5
10
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1
8

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3

9
8
6
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8

8

2
3

2
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4
3

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p
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Compliance Well
MW
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1
1
10
2
6
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6
3

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0
2
8
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5
8

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33
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5
3
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5
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0
5

b
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3
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6

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4
3

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9
5

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a
p
r
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Compliance Well
MW
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1
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10
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2
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5
7

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4
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2
2

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7

5
1
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5

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5

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d
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Compliance Well
MW
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5
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9
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4
0

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3
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10
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9
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8

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9
9
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4
3

5
8

2
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3
3

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a
p
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Compliance Well
MW
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4
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1
4
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7
6

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0
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7
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9
6

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5

2
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2
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MW
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1
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10
6
6
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8
8

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3
9

5
4

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6
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Compliance Well
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6
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10
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7

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7

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B
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d
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Compliance Well
MW
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7
11
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9
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7
3

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7
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7

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7

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9
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v
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MW
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6

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l
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m
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MW
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(
P
Z
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4
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11
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4
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7
4

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1
1
5
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a
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A
l
l
u
v
i
u
m
No
t
e
s
:
GS

=

G
r
o
u
n
d

S
u
r
f
ac
e
.
GW

=

G
r
ou
n
d
w
a
t
e
r

L
e
v
e
l

(
Re
d

-

M
e
a
s
u
r
e
d

o
n

1
/
1
1
/
2
0
1
6
;

Bl
u
e

-

M
e
a
s
u
r
e
d

5
/
1
6
-
1
7
/
2
0
1
1
) .
TO
C

=

T
o
p

o
f

C
a
s
i
n
g
.
na

=

D
a
t
a

n
o
t

a
v
a
i
l
a
b
l
e
,

o
r

n
o
t

a
p
p
l
i
c
a
b
l
e
.
TD

=

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o
t
a
l

d
r
i
l
l
e
d

d
e
p
t
h

o
f

b
o
r
i
n
g
.
AR

(
B
R
)

=

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u
g
e
r

R
e
f
u
s
a
l

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I
n
t
e
r
p
r
e
t
e
d

a
s

B
e
d
r
o
c
k

S
u
r
f
a
c
e
)
.
Ft
.
-
B
G
S

=

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e
e
t

b
e
l
o
w

g
r
ound surface
bn
e

=

b
e
d
r
o
c
k

(
a
u
g
e
r

r
e
f
u
s
a
l
)

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o
t

e
n
c
o
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d

a
b
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e

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D
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.
-
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M
S
L

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e
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a
b
o
v
e

m
e
a
n

s
e
a

l
e
v
e
l
.
NL
E

=

N
o

L
o
n
g
e
r

E
x
i
s
t
e
n
t
.

(
N
o
t

f
o
u
n
d

i
n

r
ec
e
n
t

i
n
v
e
s
t
i
g
a
t
i
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n
s
,

p
r
e
s
u
m
e
d

d
e
s
t
r
o
y
e
d
.
)
#
M
W
-
3
8

h
a
s

t
w
o

s
c
r
e
e
n

s
e
c
t
i
o
n
s

(
4
0
-
5
0
'

&

6
0
-
7
0
'
)

w
i
t
h

s
o
l
i
d

r
i
s
e
r

b
e
t
w
e
e
n
,

b
u
t

s
a
n
d
p
a
c
k

c
o
v
e
r
e
d

w
h
o
l
e

i
n
t
e
r
v
a
l

(
3
8
-
7
0
'
)
.
GS

E
l
e
v
a
t
i
o
n

e
s
t
i
m
a
t
e
d

f
r
o
m

t
o
p
o
g
r
a
p
h
i
c

m
a
p
.
GS

E
l
e
v
a
t
i
o
n

d
e
t
e
r
m
i
n
e
d

b
y

s
u
b
t
r
a
c
t
i
n
g

T
O
C
-
s
t
i
c
k
u
p

f
r
o
m

s
u
r
v
e
y
e
d

T
O
C

e
l
e
v
a
t
i
o
n
.
We
l
l
s

&

p
i
e
z
o
m
e
t
e
r
s

o
u
t
s
i
d
e

o
f

t
h
e

p
r
o
p
o
s
e
d

n
e
w

f
a
c
i
l
i
t
y

b
o
u
n
d
a
r
y
.
GS

&

T
O
C

E
l
e
v
a
t
i
o
n
s

a
p
p
e
a
r

i
n
c
o
n
s
i
s
t
e
n
t

w
i
t
h

t
o
p
o
g
r
a
p
h
y
,

d
a
t
a

n
o
t

u
s
e
d

f
o
r

m
a
p
s
.
TO
C

E
l
e
v
a
t
i
o
n

d
e
t
e
r
m
i
n
e
d

b
y

s
u
r
v
e
y
o
r

b
y

a
d
d
i
n
g

measured TOC-stickup to surveyed GS elevation.
Jo
h
n
'
s

R
i
v
e
r

L
a
n
d
f
i
l
l
,

P
e
r
m
i
t

#
1
2
-
0
3
Bu
r
k
e

C
o
u
n
t
y
,

N
C
Pa
g
e

2

o
f

2
Joyce Engineering
TA
B
L
E

2
:

G
R
O
U
N
D
W
A
T
E
R

E
L
E
V
A
T
I
O
N

D
A
T
A

(
1
9
8
7

-

2
0
1
6
)

We
l
l

/

P
i
e
z
o
m
e
t
e
r
GS
TO
C
ID

(
F
o
r
m
e
r

I
D
)
Ele
v
a
t
i
o
n

E
l
e
v
a
t
i
o
n
(F
t
-
A
M
S
L
)

(
F
t
-
A
M
S
L
)
09
/
1
0
/
8
7

1
1
/
2
3
/
8
7

1
2
/
2
1
/
8
8

0
2
/
0
5
/
9
0

1
1
/
1
1
/
9
1

1
1
/
1
1
/
9
2

0
5
/
1
9
/
9
3

1
1
/
1
6
/
9
3

0
7
/
2
0
/
9
5

0
9
/
0
1
/
9
5

1
0
/
1
3
/
9
5

0
4
/
1
8
/
9
6

0
6
/
1
8
/
9
6

1
2
/
0
4
/
9
6

0
5
/
0
1
/
9
7

1
1
/
0
1
/
9
7

0
5
/
0
1
/
9
8

1
1
/
0
1
/
9
8

0
4
/
0
7
/
9
9

0
5
/
0
1
/
9
9

1
0
/
1
8
/
9
9
MW
-
1

(
W
-
1
)
10
5
2
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8
10
5
4
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9
8

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)
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3
5
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6
5

-
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MW
-
2

(
W
-
5
)
10
1
2
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0
0
10
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4
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5
99
8
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2

9
9
8
.
8

9
9
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3

9
9
9
.
7

9
9
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.
2
-- -- -- -- -- -- -- --
MW
-
3

(
W
-
4
A
)
10
2
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0
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10
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5

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98
5
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6

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5
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5
-- -- -- -- -- -- -- --
MW
-
4

(
W
-
2
)
10
1
6
.
0
0
10
1
8

-
-
99
2
99
2
99
4
99
2
99
3
99
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99
3

-
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-
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99
3
99
3
993 -- -- -- -- -- -- --
MW
-
5

(
W
-
3
)
10
3
2
.
0
0
10
3
4

-
-
98
5
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4
98
6
98
5
98
5
98
9
98
5

-
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-
-

-
-
98
7
98
6
-- -- -- -- -- -- -- --
MW
-
6

(
W
-
8
)
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2
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5
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5
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ab
ab
ab
ab
ab ab ab ab ab ab ab ab
MW
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7

(
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7
)
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5
2
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5
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1
9
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8

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5

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1

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8
10
7
0
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7
0
10
7
2
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5
5

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1
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8
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.
7
8

-
-
-- -- -- -- -- -- --
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-
9
11
4
4
.
3
4
11
4
5
.
9
7
ni
ni
ni
ni
ni
ni
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8
9
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4
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1
0
9
0
.
6
0

1
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5
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7
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9
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8
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1
2
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2
3
ni
ni
ni
ni
ni
ni
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9
9
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6

9
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9
9
8
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4
MW
-
1
1
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6
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6
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ni
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9
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9
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(
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)
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9
9
2
.
8
6
MW
-
1
2
10
3
2
.
5
7
10
3
4
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2
2
ni
ni
ni
ni
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9
9
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9
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9
9
3
.
4
3
MW
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3
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5
7
.
0
7
10
5
9
.
4
0
ni
ni
ni
ni
ni
ni
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10
0
9
.
6
7

1
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0
8
.
8
8

1
0
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9
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4
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1
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1
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1
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1
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.
6
5
MW
-
1
4
10
1
4
.
7
6
10
1
7
.
9
6
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
10
0
7
.
0
1

1
0
0
7
.
1
4

-
-
-- -- -- -- -- --
MW
-
1
5
S
10
6
6
.
8
8
10
6
9
.
0
4
ni
ni
ni
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ni
ni
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10
2
2
.
7
0

1
0
2
1
.
3
0

-
-
-- -- --

1
0
2
3
.
2
6

-
-
--
MW
-
1
5
D
10
6
6
.
6
7
10
6
9
.
0
6
ni
ni
ni
ni
ni
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ni
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2
3
.
3
8

1
0
2
1
.
8
0

-
-
-- -- --

1
0
2
3
.
4
0

-
-
--
MW
-
1
6
S
10
0
5
.
6
7
10
0
7
.
6
7
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni

-
-
-- -- -- -- -- -- --

9
9
2
.
1
5
MW
-
1
6
D
10
0
5
.
6
7
10
0
7
.
8
7
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni

-
-
-- -- -- -- -- -- --

9
9
3
.
9
4
MW
-
1
7
11
1
9
.
7
3
11
2
1
.
7
7
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni

-
-
-- -- -- -- -- -- --

1
0
7
9
.
4
3
MW
-
1
8
99
5
.
6
7
99
8
.
4
9
ni
ni
ni
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MW
-
1
9
99
6
.
9
9
99
9
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MW
-
2
0

(
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7
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5
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1
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7
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5
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8

1
0
5
8
.
7
0

1
0
5
8
.
6
2

-
-
-- -- -- -- -- -- --
MW
-
2
1

(
P
Z
-
1
)
10
9
0
.
0
0
10
9
9
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ni
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1
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1
.
8
6

1
0
6
3
.
3
1

1
0
6
4
.
9
0

1
0
6
3
.
8
7

-
-
-- -- -- -- -- -- --
MW
-
2
2
S

(
P
Z
-
2
2
S
)
10
5
8
.
5
7
10
6
1
.
2
0
ni
ni
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ni
ni
ni
ni
ni
ni
ni
ni
ni
10
4
9
.
8
8

1
0
4
6
.
7
5

-
-
-- -- -- -- -- --
MW
-
2
2
D

(
P
Z
-
2
2
D
)
10
5
7
.
9
0
10
6
0
.
1
3
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
10
4
9
.
8
8

1
0
4
6
.
7
4

-
-
-- -- -- -- -- --
MW
-
3
0
10
5
2
.
4
6
10
5
4
.
3
5
ni
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ni
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MW
-
3
6

(
P
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-
3
6
)
10
9
6
.
5
2
10
9
9
.
5
2
ni
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ni
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ni
ni
ni
ni
ni
ni
ni
ni
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MW
-
3
8

(
P
Z
-
3
8
)
10
8
1
.
6
3
10
8
4
.
7
6
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PZ
-
2
S
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5
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.
6
0
11
5
4
.
7
4
ni
ni
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8
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1
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8
3
.
1
1

1
0
8
4
.
4
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1
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8
4
.
6
3

1
0
8
3
.
5
3

-
-
-- -- -- -- -- -- --
PZ
-
2
D
11
5
2
.
4
0
11
5
4
.
5
3
ni
ni
ni
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7
5
.
5
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1
0
7
6
.
2
4

1
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7
6
.
5
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1
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7
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.
3
8

1
0
7
7
.
2
8

-
-
-- -- -- -- -- -- --
PZ
-3
10
4
0
.
5
1
10
4
3
.
0
1
ni
ni
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ni
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ni
10
3
4
.
1
1

1
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3
3
.
8
3

1
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5
.
0
6

1
0
3
4
.
6
8

1
0
3
4
.
2
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-
-
-- -- -- -- -- -- --
PZ
-
5
10
9
5
.
1
0
10
9
7
.
2
3
ni
ni
ni
ni
ni
ni
ni
ni
10
3
9
.
3
6

1
0
3
9
.
4
8

1
0
3
9
.
6
6

1
0
4
0
.
5
5

1
0
4
0
.
9
0

1
0
4
0
.
1
8

-
-
-- -- -- -- -- --
PZ
-
6
10
1
9
.
9
0
10
2
1
.
9
1
ni
ni
ni
ni
ni
ni
ni
ni
99
6
.
8
9

9
9
6
.
5
2

9
9
7
.
1
4

9
9
7
.
2
4

9
9
6
.
9
5

-
-
-- -- -- -- -- -- --
PZ
-
7
10
1
4
.
6
0
10
1
6
.
4
8
ni
ni
ni
ni
ni
ni
ni
ni
99
5
.
9
8

9
9
5
.
7
1

9
9
6
.
7
7

9
9
6
.
1
7

9
9
5
.
9
4

9
9
6
.
6
7

-
-
-- -- -- -- -- --
PZ
-
8
S
10
6
6
.
6
0
10
6
9
.
0
4
ni
ni
ni
ni
ni
ni
ni
ni
10
2
3
.
1
1

1
0
2
3
.
1
3

1
0
2
3
.
1
8

1
0
2
4
.
5
0

1
0
2
4
.
9
4

1
0
2
3
.
0
1

-
-
-- -- -- -- -- --
PZ
-
8
D
10
6
6
.
1
3
10
6
8
.
1
5
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
10
2
2
.
8
8

1
0
2
1
.
9
3

-
-
-- -- -- -- -- --
PZ
-
9
S
10
2
2
.
6
6
10
2
5
.
1
6
ni
ni
ni
ni
ni
ni
ni
ni
10
0
5
.
8
1

1
0
0
5
.
5
1

1
0
0
5
.
9
5

1
0
0
6
.
5
3

1
0
0
6
.
1
9

-
-
-- -- -- -- -- -- --
PZ
-
9
D
10
2
3
.
5
0
10
2
5
.
9
6
ni
ni
ni
ni
ni
ni
ni
ni
10
0
6
.
6
1

1
0
0
6
.
5
1

1
0
0
6
.
9
9

1
0
0
8
.
3
5

1
0
0
7
.
0
9

1
0
0
7
.
2
8

-
-
-- -- -- -- -- --
PZ
-
1
2
10
2
2
.
5
5
10
2
5
.
6
4
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
10
1
7
.
9
2

1
0
1
7
.
9
1

-
-
-- -- -- -- -- --
PZ
-
1
3
10
1
4
.
4
9
10
1
8
.
3
5
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
10
0
9
.
8
5

1
0
0
9
.
9
8

-
-
-- -- -- -- -- --
PZ
-
1
4
10
1
8
.
3
1
10
1
9
.
3
4
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
10
1
1
.
0
0

1
0
1
1
.
6
4

-
-
-- -- -- -- -- --
PZ
-
1
5
10
6
7
.
4
5
10
6
9
.
6
2
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
10
4
8
.
7
6

1
0
4
5
.
6
8

-
-
-- -- -- -- -- --
PZ
-
1
6
S
10
3
7
.
6
6
10
4
0
.
2
3
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
10
3
1
.
6
8

1
0
3
0
.
9
6

-
-
-- -- -- -- -- --
PZ
-
1
6
D
10
3
7
.
7
7
10
4
0
.
1
8
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
10
3
7
.
4
8

1
0
3
6
.
1
7

-
-
-- -- -- -- -- --
PZ
-
1
7
10
4
9
.
0
1
10
5
0
.
9
5
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
10
1
6
.
5
7

1
0
1
5
.
3
0

-
-
-- -- -- -- -- --
PZ
-
1
8
10
5
4
.
1
1
10
5
6
.
6
8
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
10
0
8
.
9
6

1
0
0
8
.
8
0

-
-
-- -- -- -- -- --
PZ
-
1
9
10
4
6
.
6
7
10
4
9
.
1
7
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
10
2
3
.
0
1

1
0
2
1
.
5
7

-
-
-- -- -- -- -- --
PZ
-
2
0
10
7
4
.
5
9
10
7
5
.
8
8
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
10
3
6
.
9
8

1
0
3
2
.
7
6

-
-
-- -- -- -- -- --
PZ
-
2
1
10
6
5
.
0
7
10
6
7
.
6
5
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
10
1
4
.
7
8

1
0
1
3
.
8
4

-
-
-- -- -- -- -- --
PZ
-
2
3
10
5
7
.
5
2
10
5
9
.
9
6
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
10
3
1
.
0
8

1
0
2
9
.
7
2

-
-
-- -- -- -- -- --
PZ
-
2
4
11
6
5
.
5
3
11
6
8
.
2
8
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
DR
Y
-- -- -- -- -- -- -- --
PZ
-
2
5
11
2
7
.
4
5
11
3
0
.
1
4
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
10
6
1
.
9
6

-
-
-- -- -- -- -- -- --
PZ
-
2
6
11
2
2
.
0
0
11
2
4
.
4
4
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
10
5
1
.
0
4

-
-
-- -- -- -- -- -- --
PZ
-
2
7
10
1
8
.
3
4
10
2
0
.
8
4
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
1012.61

-
-
-- -- -- -- -- --
PZ
-
3
0
S
10
8
5
.
6
7
10
8
8
.
9
2
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni ni ni ni ni ni ni ni
PZ
-
3
0
D
10
8
5
.
7
3
10
8
8
.
4
8
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni ni ni ni ni ni ni ni
PZ
-
3
1
10
8
6
.
6
9
10
8
9
.
8
1
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni ni ni ni ni ni ni ni
PZ
-
3
2
10
8
0
.
1
2
10
8
3
.
1
2
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni ni ni ni ni ni ni ni
PZ
-
3
3
10
9
5
.
9
6
10
9
8
.
9
6
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni ni ni ni ni ni ni ni
PZ
-
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No
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GS

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6
.
5
2
10
9
9
.
5
2
MW
-
3
8

(
P
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-
3
8
)
10
8
1
.
6
3
10
8
4
.
7
6
PZ
-
2
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11
5
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.
6
0
11
5
4
.
7
4
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-
2
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11
5
2
.
4
0
11
5
4
.
5
3
PZ
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3
10
4
0
.
5
1
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0
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5
10
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5
5
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5
.
6
4
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1
3
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4
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49
10
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8
.
3
5
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4
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8
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3
1
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9
.
3
4
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1
5
10
6
7
.
4
5
10
6
9
.
6
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1
6
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10
3
7
.
6
6
10
4
0
.
2
3
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6
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10
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7
.
7
7
10
4
0
.
1
8
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9
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0
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10
5
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.
9
5
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1
10
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5
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8
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2
5
11
2
7
.
4
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3
0
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1
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2
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11
2
2
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0
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4
.
4
4
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2
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.
3
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10
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6
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6
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6
9
10
8
9
.
8
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PZ
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3
2
10
8
0
.
1
2
10
8
3
.
1
2
PZ
-
3
3
10
9
5
.
9
6
10
9
8
.
9
6
PZ
-
3
4
10
8
2
.
4
6
10
8
5
.
4
6
PZ
-
3
5
10
6
0
.
6
4
10
6
3
.
3
9
PZ
-
3
7
11
1
7
.
9
3
11
2
0
.
7
7
PZ
-
4
0
10
7
4
.
9
2
10
7
6
.
8
2
PZ
-
4
1
10
7
4
.
3
5
10
7
6
.
4
3
PZ
-
4
2
10
6
6
.
6
0
10
6
8
.
0
4
T-
1
10
1
2
.
3
1
10
1
4
.
7
7
T-
2
10
0
5
.
4
7
10
0
7
.
8
5
T-
3
99
9
.
9
3
10
0
1
.
8
4
T-
4
10
0
2
.
2
6
10
0
4
.
0
8
T-
5
10
0
1
.
0
1
10
0
3
.
3
0
Well / Piezometer
HQ
R
HQR OBSERVED

L
O
N
G
-
T
E
R
M

I
D

(
F
o
r
m
e
r

I
D
)
06
/
1
5
/
1
0

0
8
/
1
7
/
1
0

1
1
/
3
0
/
1
0
05
/
1
6
/
1
1

0
6
/
0
1
/
1
1

1
2
/
2
0
/
1
1

0
5
/
3
0
/
1
2

1
2
/
1
1
/
1
2

0
6
/
1
1
/
1
3

1
0
/
2
8
/
1
3

0
5
/
0
6
/
1
4

1
0
/
2
1
/
1
4

0
5
/
2
1
/
1
5

1
2
/
0
8
/
1
5

0
1
/
1
1
/
1
6

0
2
/
1
9
/
1
6

0
5
/
0
4
/
1
6
MAXIMUM

M
A
X
I
M
U
M

-
-

1
0
3
3
.
5
3
10
3
1
.
3
2
--
--
--
--
--
--
--
--
--
--1023.50

1
0
3
2
.
0
1

1
0
3
3
.
2
3
1036.98 1036.98 MW-1 (W-1)

-
-

9
9
8
.
5
2
99
8
.
6
7
--
--
--
--
--
--
--
--
--
--------1000.50 1000.50 MW-2 (W-5)

-
-

9
8
5
.
3
0
98
3
.
5
5
--
--
--
--
--
--
--
--
--
--------987.50 987.50 MW-3 (W-4A)

-
-

9
9
2
.
7
4
99
2
.
8
0
--
--
--
--
--
--
--
--
--
--------994.00 994.00 MW-4 (W-2)

-
-

9
8
4
.
9
7
98
4
.
4
5
--
--
--
--
--
--
--
--
--
--------989.00 989.00 MW-5 (W-3)
ab
ab
ab
ab
ab
ab
ab
ab
ab
ab
ab
ab
ab
ab ab ab ab 998.50 998.50 MW-6 (W-8)

-
-

1
0
1
8
.
7
0
10
1
7
.
4
1
--
--
--
--
--
--
--
--
--
--------1020.00 1020.27 MW-7 (W-7)

-
-

1
0
4
0
.
9
7

N
M
10
4
0
.
4
0
--
--
--
--
--
--
--
--
--
--1041.41

1
0
4
1
.
6
9
--1041.69 1043.26 MW-8
ab
ab
ab
ab
ab
ab
ab
ab
ab
ab
ab
ab
ab
ab ab ab ab 1094.25 1094.25 MW-9
99
9
.
0
9

9
9
8
.
7
9

9
9
9
.
2
4
99
9
.
2
8

9
9
9
.
2
2

9
9
9
.
2
7

1
0
0
0
.
3
2

9
9
9
.
0
4

1
0
0
1
.
2
5

9
9
9
.
4
2

9
9
9
.
7
1

9
9
9
.
4
9

9
9
9
.
2
2

9
9
9
.
4
9

1
0
0
0
.
1
8
--998.98 1001.25 1001.25 MW-10
99
2
.
9
0

9
9
2
.
7
4

9
9
3
.
1
4
99
3
.
2
8

9
9
3
.
3
6

9
9
3
.
6
6

9
9
3
.
3
7

9
9
2
.
9
4

9
9
6
.
3
9

9
9
3
.
1
3

9
9
0
.
6
3

9
9
3
.
9
3

9
9
3
.
0
3

9
9
2
.
2
5

9
9
5
.
0
5
--993.73 996.39 996.39 MW-11
99
3
.
7
1

9
9
3
.
5
2

9
9
3
.
5
6
99
3
.
8
8

9
9
3
.
9
2

9
9
4
.
0
0

9
9
3
.
9
3

9
9
3
.
4
6

9
9
6
.
6
0

9
9
3
.
8
0

9
9
4
.
2
2

9
9
4
.
2
7

9
9
3
.
6
2

9
9
3
.
4
2

9
9
5
.
3
2
--993.22 996.60 996.74 MW-12
10
1
1
.
3
2

1
0
1
0
.
6
7

1
0
1
0
.
2
5
10
1
0
.
6
8

1
0
1
0
.
6
2

1
0
0
9
.
5
6

1
0
0
9
.
5
2

1
0
0
9
.
5
2

1
0
1
1
.
0
0

1
0
1
0
.
6
8

1
0
1
0
.
8
4

1
0
0
9
.
9
8

1
0
1
0
.
1
8

1
0
0
9
.
6
4

1
0
1
0
.
0
5
--1009.66 1012.95 1013.54 MW-13

-
-

1
0
0
8
.
4
1

N
M
10
0
8
.
6
3
--
--
--
--
--
--
--
--
--
--1009.09 ----1009.09 1009.37 MW-14

-
-

1
0
2
4
.
6
1

N
M
10
2
4
.
5
4
--
--
--
--
--
--
10
2
5
.
7
4

1
0
2
4
.
6
4

1
0
2
5
.
1
7

1
0
2
5
.
1
9

1
0
2
6
.
6
4

1
0
2
7
.
5
5

1
0
2
6
.
2
4
1027.55 1027.55 MW-15S

-
-

1
0
2
5
.
2
9

N
M
10
2
5
.
0
9
--
--
--
--
--
--
--
--
--
--1027.19

1
0
2
7
.
9
5
--1028.29 1028.29 MW-15D
99
2
.
1
0

9
9
2
.
1
5

9
9
2
.
2
5
99
1
.
6
0

9
9
2
.
4
8

9
9
2
.
6
7

9
9
2
.
4
6

9
9
2
.
0
5

9
9
5
.
4
7

9
9
2
.
5
5

9
9
2
.
7
3

9
9
2
.
9
7

9
9
2
.
1
1

9
9
4
.
4
7

9
9
4
.
0
7
--992.97 995.47 995.47 MW-16S
99
3
.
5
6

9
9
3
.
5
7

9
9
2
.
9
0
99
2
.
3
9

9
9
3
.
7
4

9
9
3
.
8
8

9
9
3
.
7
6

9
9
3
.
4
3

9
9
6
.
5
1

9
9
3
.
7
2

9
9
4
.
0
2

9
9
4
.
4
0

9
9
3
.
3
6

9
9
5
.
1
7

9
9
5
.
2
2
--992.42 996.51 996.51 MW-16D
10
8
4
.
8
1

1
0
8
2
.
4
6

1
0
7
9
.
7
6
10
8
0
.
3
8

1
0
8
0
.
6
6

1
0
7
7
.
4
7
--
--
--
--
--
--
--
--1081.62

1
0
9
0
.
8
0
--1092.35 1092.35 MW-17
99
2
.
6
7

9
9
2
.
7
3

9
9
2
.
1
4
99
3
.
0
4

9
9
2
.
9
8
--
99
3
.
0
9
--
--
99
3
.
6
3

9
9
3
.
3
1
--
99
2
.
5
4
------992.74 994.28 994.28 MW-18
99
2
.
6
0

9
9
2
.
7
0

9
9
2
.
1
3
99
2
.
9
1

9
9
2
.
8
1
--
99
3
.
1
5
--
--
99
2
.
9
5

9
9
3
.
1
7
--
99
2
.
6
0
------993.45 994.75 994.75 MW-19

-
-

1
0
5
8
.
1
7

1
0
5
6
.
1
0
10
5
3
.
9
1

1
0
5
3
.
9
3

1
0
5
2
.
2
7

1
0
5
2
.
6
3

1
0
5
3
.
5
1

1
0
5
5
.
8
0

1
0
6
0
.
4
4

1
0
5
8
.
2
4

1
0
5
6
.
4
2

1
0
5
3
.
6
9

1
0
5
1
.
6
5

1
0
5
2
.
8
4

1
0
5
5
.
2
9

1
0
5
6
.
8
1
1060.44 1060.44 MW-20 (PZ-4)

-
-

1
0
6
2
.
2
8

-
-
10
5
8
.
8
6
--
--
--
--
--
--
10
6
6
.
0
6

1
0
6
3
.
4
8

1
0
6
2
.
1
8

1
0
6
1
.
7
1

1
0
6
4
.
7
1

1
0
6
6
.
0
4

1
0
6
5
.
3
6
1066.06 1066.06 MW-21 (PZ-1)

-
-

1
0
4
7
.
9
7

-
-
10
4
4
.
8
5
--
--
--
--
--
--
10
4
8
.
7
0

1
0
4
5
.
7
6

1
0
4
3
.
6
5

1
0
4
2
.
6
0

1
0
4
4
.
2
5

1
0
4
5
.
2
4

1
0
4
5
.
8
1
1049.88 1049.88 MW-22S (PZ-22S)

-
-

1
0
4
7
.
8
1

-
-
10
4
4
.
7
7
--
--
--
--
--
--
--
--
--
--1044.15

1
0
4
5
.
2
4
--1049.88 1049.88 MW-22D (P Z-22D)
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni 1022.70

1
0
2
3
.
4
7

1
0
2
9
.
1
4
1029.14 1029.14 MW-30
ni
ni
ni
10
6
7
.
8
2
--
--
--
--
--
--
10
6
9
.
1
7

1
0
6
6
.
5
2

1
0
6
6
.
0
3

1
0
6
6
.
7
2

1
0
6
8
.
9
2

1
0
7
1
.
4
2

1
0
7
1
.
2
2
1071.42 1071.97 PZ-36
ni
ni
ni
10
4
5
.
1
5
--
--
--
--
--
--
10
4
2
.
1
8

1
0
4
5
.
1
8

1
0
4
4
.
6
8

1
0
4
6
.
2
4

1
0
4
4
.
4
8

1
0
4
4
.
4
9

1
0
4
4
.
9
1
1046.24 1049.30 MW-38 (PZ-38)
nl
e
nle
nle
nl
e
nle
nle
nl
e
nle
nle
nl
e
nle
nle
nl
e
nle nle nle nle 1084.63 1084.63 PZ-2S
nl
e
nle
nle
nl
e
nle
nle
nl
e
nle
nle
nl
e
nle
nle
nl
e
nle nle nle nle 1077.28 1077.28 PZ-2D
nl
e
nle
nle
nl
e
nle
nle
nl
e
nle
nle
nl
e
nle
nle
nl
e
nle nle nle nle 1035.06 1035.06 PZ-3

-
-

1
0
4
0
.
0
3

-
-
10
3
8
.
4
3
--
--
--
--
--
--
--
--
--
----1037.46 --1040.90 1042.58 PZ-5

-
-

-
-

-
-

-
-
--
--
--
--
--
--
--
--
--
--------997.24 997.24 PZ-6

-
-

9
9
5
.
5
8

-
-
99
5
.
4
2
--
--
--
--
--
--
--
--
--
----997.27 --997.27 997.27 PZ-7

-
-

1
0
2
4
.
1
4

-
-
10
2
1
.
7
5
--
--
--
--
--
--
--
--
--
----1021.39 --1024.94 1024.94 PZ-8S

-
-

1
0
2
3
.
1
5

-
-
10
2
0
.
7
1
--
--
--
--
--
--
--
--
--
----1020.24 --1023.15 1023.57 PZ-8D

-
-

1
0
0
7
.
1
9

-
-
10
0
7
.
2
9
--
--
--
--
--
--
--
--
--
--1003.86 ----1007.29 1008.03 PZ-9S

-
-

1
0
0
7
.
9
7

-
-
10
0
8
.
5
5
--
--
--
--
--
--
--
--
--
--1008.75 ----1008.75 1009.29 PZ-9D

-
-

1
0
1
7
.
9
0

-
-
10
1
7
.
7
1
--
--
--
--
--
--
10
1
8
.
1
4

1
0
1
7
.
6
8

1
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6
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1
0
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1
0
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7
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8
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1
0
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9
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1
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1018.14 1018.45 PZ-12

-
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1
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0
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7
7

-
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10
1
0
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9
2
--
--
--
--
--
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--1009.51 ----1010.92 1011.66 PZ-13

-
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1
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1
1
.
4
1

-
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10
1
1
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6
5
--
--
--
--
--
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--
--
--
--1012.23 ----1012.23 1012.39 PZ-14
n l en
l en
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l e nl
e
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nl
e
nl
e
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nl
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nle nle nle nle 1048.76 1048.76 PZ-15

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10
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0
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--
--
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--1030.88

1
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--1031.68 1032.86 PZ-16S

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1
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6
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7
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10
3
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2
--
--
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--1036.87

1
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7
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1
8
--1037.48 1037.77 PZ-16D

-
-

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0
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6
.
9
1

-
-
10
1
5
.
6
6
--
--
--
--
--
--
--
--
--
----1016.03 --1016.91 1018.52 PZ-17
n l en
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10
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--
--
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--
--
--
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--
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----1021.35 1023.01 1024.05 PZ-19

-
-

-
-

-
-

-
-
--
--
--
--
--
--
--
--
--
--------1036.98 1036.98 PZ-20

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5
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1
4

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9
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--
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--1012.00

1
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--1015.14 1015.84 PZ-21

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--1034.94

1
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--1034.94 1037.99 PZ-23

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1
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10
7
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2
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--
--
--
--
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--
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--
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-- ------1080.13 1082.40 PZ-2 4

-
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1
.
8
4

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10
6
1
.
3
8
--
--
--
--
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--
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--
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-- ------1061.96 1065.53 PZ-25

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1
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9
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-
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10
4
9
.
7
2
--
--
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--
--
--
--
--
--
-- ------1051.04 1053.87 PZ-26

-
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10
1
2
.
0
2
--
--
--
--
--
--
--
--
--
--Dry ----1012.61 1012.76 PZ-27
ni
ni
ni
10
4
8
.
0
1
--
--
--
--
--
--
10
4
1
.
9
2

1
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9
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1
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1
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1050.75 1052.16 PZ-30S
ni
ni
ni
10
4
7
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3
4
--
--
--
--
--
--
--
--
--
--1047.77

1
0
4
9
.
2
1
--1049.21 1051.49 PZ-30D
ni
ni
ni
10
6
1
.
3
9
--
--
--
--
--
--
10
6
4
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1
4

1
0
6
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1
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3
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1
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6
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1
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5
6
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3
1
1064.30 1065.54 PZ-31
ni
ni
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10
4
7
.
6
3
--
--
--
--
--
--
ab
ab
ab
ab ab ab ab 1047.63 1051.78 PZ-32
ni
ni
ni
10
5
2
.
4
8
--
--
--
--
--
--
ab
ab
ab
ab ab ab ab 1052.48 1056.63 PZ-33
ni
ni
ni
10
5
0
.
1
7
--
--
--
--
--
--
--
--
--
-- ------1050.17 1054.32 PZ-34
ni
ni
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10
4
1
.
7
0
--
--
--
--
--
--
--
--
--
--1043.09

1
0
4
3
.
7
4
--1043.74 1044.56 PZ-35
ni
ni
ni
10
6
3
.
6
9
--
--
--
--
--
--
ab
ab
ab
ab ab ab ab 1063.69 1067.84 PZ-37
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni Dry

1
0
3
6
.
7
3

1
0
4
8
.
1
9
1048.19 1048.19 PZ-40
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni 1029.17

1
0
3
1
.
9
9

1
0
3
4
.
7
3
1034.73 1034.73 PZ-41
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni
ni 1036.93

1
0
4
7
.
1
4

1
0
3
9
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7
8
1047.14 1047.14 PZ-42

-
-

-
-

-
-
10
1
1
.
7
6
--
--
--
--
--
--
--
--
--
-- ------1011.76 1012.31 T-1

-
-

-
-

-
-
10
0
3
.
8
2
--
--
--
--
--
--
--
--
--
-- ------1003.82 1004.56 T-2

-
-

-
-

-
-
99
2
.
6
1
--
--
--
--
--
--
--
--
--
-- ------992.61 993.35 T-3

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98
8
.
9
5
--
--
--
--
--
--
--
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-- ------988.95 989.69 T-4

-
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9
9
1
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5
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--
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--
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l
t
y

S
a
n
d
y

C
l
a
y
CH
52

2
7

2
5
PZ
-
8

0
.
0
-
2

S
e
p
t

1
9
9
5

B
Re
d
i
s
h

B
r
o
w
n

S
a
n
d
y

C
l
a
y
CH

2
5
.
4
1.66E-04
PZ
-
9
D

2
3
-
2
5

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e
p
t

1
9
9
5

U
D
Br
o
w
n

&

T
a
n

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i
l
t
y

S
a
n
d
SM
NP

0
.
4
0
PZ
-
1
0

8
.
5
-
1
0

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e
p
t

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9
9
5

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S
Re
d
i
s
h

B
r
o
w
n

S
a
n
d
y

C
l
a
y
e
y

S
i
l
t
MH
54

3
9

1
5
PZ
-
1
0

8
-
1
8

S
e
p
t

1
9
9
5

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Re
d
i
s
h

B
r
o
w
n

S
a
n
d
y

C
l
a
y
e
y

S
i
l
t
MH

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5
.
1
1.10E-05
MW
-
1
5
S

1
.
5
-
3
.
5

A
u
g

1
9
9
6

U
D
Ta
n
-
B
r
o
w
n

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l
a
y
e
y

S
i
l
t
y

S
a
n
d
SM

1
4
.
3

2
.
6
6
40

3
0

1
0
0.32
PZ
-
3
0
S

6
-
8

M
a
y

2
0
1
1

U
D
Bro
w
n
Si
l
t
y

S
a
n
d
SM
17
.
6

2
.
7
0
31
.
2

4
9
.
2

1
7
.
7

1
.
9
Lo
a
m
y

S
a
n
d
38

3
5
3 0.43
PZ
-
3
0
S

1
5
-
1
7

M
a
y

2
0
1
1

U
D
Re
d

B
r
o
w
n
Si
l
t
y

S
a
n
d
SM
31
.
7

2
.
8
0
25
.
0

4
3
.
8

2
5
.
8

5
.
4
Sa
n
d
y

L
o
a
m
59

5
1
8

2
.
0
E
-
0
4

0
.
5
0
PZ
-
3
1
3-
5

M
a
y

2
0
1
1

U
D
Pi
n
k
Si
l
t
y

S
a
n
d
SM
17
.
4

2
.
6
8
14
.
9

6
5
.
5

1
7
.
7

1
.
9
Lo
a
m
y

S
a
n
d
39

3
5
4 0.38
PZ
-
3
1

1
3
-
1
5

M
a
y

2
0
1
1

U
D
Pi
n
k
Si
l
t
y

S
a
n
d
SM
15
.
9

2
.
7
1
42
.
0

4
1
.
2

1
4
.
2

2
.
6
Sa
n
d
y

L
o
a
m
47

4
1
6 0.36
PZ
-
3
2
3-
5

M
a
y

2
0
1
1

U
D
Re
d
i
s
h

B
r
o
w
n

S
i
l
t
y

S
a
n
d
SM
25
.
7

2
.
7
5
5.1

4
9
.
0

1
4
.
5

3
1
.
4
Sa
n
d
y

C
l
a
y

L
o
a
m
61

3
5

2
6
0.44
PZ
-
3
2

1
3
-
1
5

M
a
y

2
0
1
1

U
D
Re
d
i
s
h

B
r
o
w
n

S
i
l
t
y

S
a
n
d
SM
23
.
3

2
.
7
5
12
.
0

7
3
.
7

1
4
.
1

0
.
2
Lo
a
m
y

S
a
n
d

44

4
0
4

1
.
4
E
-
0
3

0
.
4
9
PZ
-
3
7

1
5
-
1
7

M
a
y

2
0
1
1

U
D
Bro
w
n
Si
l
t

SM
11
.
3

2
.
8
4
47
.
7

3
2
.
4

1
5
.
4

4
.
5
Sa
n
d
y

L
o
a
m
48

3
6

1
2
0.46
MW
-
3
8

(
P
Z
-
3
8
)

3
-
5

M
a
y

2
0
1
1

U
D
Bro
w
n
Cla
y
e
y

S
i
l
t
SM
14
.
3

2
.
6
2
8.7

5
2
.
4

2
6
.
6

1
2
.
3
Sa
n
d
y

L
o
a
m
52

3
5

1
7
0.37
MW
-
3
8

(
P
Z
-
3
8
)

1
5
-
1
7

M
a
y

2
0
1
1

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D
Bro
w
n
Si
l
t
SM
15
.
8

2
.
8
5
18
.
7

5
0
.
9

2
4
.
2

6
.
2
Sa
n
d
y

L
o
a
m
38

3
1
7 0.57
PZ
-
4
1
7-
9

D
e
c

2
0
1
5

U
D
Re
d
Si
l
t
y

S
a
n
d
SM
21
.
3

2
.
6
8
0.2

8
5
.
7

1
4
.
4
Lo
a
m
y

S
a
n
d
No
n
-
P
l
a
s
t
i
c
0.48
PZ
-
4
2

5
-
7

D
e
c

2
0
1
5

U
D
Re
d
Si
l
t
y

S
a
n
d
SM
19
.
9

2
.
7
2
22
.
3

6
0
.
5

1
5
.
0

2
.
1
Lo
a
m
y

S
a
n
d
No
n
-
P
l
a
s
t
i
c
6.2E-05

0
.
5
1
PZ
-
4
2

8
-
1
0

D
e
c

2
0
1
5

U
D
Re
d
Si
l
t
y

S
a
n
d
SM
18
.
0

2
.
5
9
4.3

8
7
.
4

8
.
3
Lo
a
m
y

S
a
n
d
No
n
-
P
l
a
s
t
i
c
0.42 AVERAGE : 3.7E-04

0
.
4
4
Av
e
r
a
g
e

f
o
r

P
h
a
s
e

2
A
/
4

S
a
m
p
l
e
s
:

4
.
9
E
-
0
4

0
.
3
9
SS

=

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p
l
i
t
-
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p
o
o
n

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a
m
p
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e
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r

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r
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0
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a
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p
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s
:
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r

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0
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1

&

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0
1
5

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a
m
p
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e
s
:
UD

=

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n
d
i
s
t
u
r
b
e
d

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a
m
p
l
e

(
S
h
e
l
b
y

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u
b
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)
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v
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l

=

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#
4

s
i
e
v
e
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v
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l

=

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2
.
0

m
m
B =

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u
l
k

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a
m
p
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n
d

=

<

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4

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m
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t

=

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0
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m
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m
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a
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m
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r
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n
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e
p
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t
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-
3
0
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1
5
-
1
7
33
.
6
4

E
f
f
e
c
t
i
v
e

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o
h
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(

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)
1.5
3

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f
f
e
c
t
i
v
e

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n
g
l
e

o
f

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r
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t
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o
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)
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g
h
l
i
g
h
t
e
d

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e
s
u
l
t
s

f
r
o
m

w
i
t
h
i
n

t
h
e

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h
a
s
e

2
A
/
4

f
o
o
t
p
r
i
n
t
.
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i
a
x
c
i
a
l

S
h
e
a
r

T
e
s
t

R
e
s
u
l
t
s
Si
e
v
e
/
H
y
d
r
o
m
e
t
e
r

A
n
a
l
y
s
i
s

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t
t
e
r
b
e
r
g

L
i
m
i
t
s
53
.
9
38
.
9
45
.
1
25
.
3
81
.
3
69
.
5
61
.
4
71
.
7
32
.
7
83
.
4
Jo
h
n
'
s

R
i
v
e
r

L
a
n
d
f
i
l
l
,

P
e
r
m
i
t

1
2
-
0
3
Bu
r
k
e

C
o
u
n
t
y
,

N
C
Joyce Engineering
TABLE 4A: Rock Core Data (Whole Site)
Boring ID Date
Depth
(ft.)
Core Length
(ft.)
Recovery
(%)
RQD
(%)Rock Type / Description / Comments
PZ-2D May 1995 77.0-87.0 10.0 62% 21%
87.0-97.0 10.0 88% 31%
97.0-107.0 10.0 96% 46%
107.0-117.0 10.0 94% 60%
PZ-8D June 1996 74.5-79.5 5.0 96% 72%
79.5-84.5 5.0 95% 32%
84.5-89.5 5.0 100% 45%
PZ-9D May 1995 47.0-57.0 10.0 79% 31%
57.0-67.0 10.0 84% 62%
PZ-16D June 1996 53.0-58.0 5.0 75% 49%
58.0-63.0 5.0 95% 47%
63.0-68.0 5.0 90% 58%
MW-15D June 1996 104.5-106.5 2.0 96% 93%
106.5-111.5 5.0 98% 48%
111.5-113.5 2.0 91% 37%
113.5-118.5 5.0 95% 92%
B-8 Jan-Feb 1986 40.5-44.5 4.0 88%NA Granitic Gneiss
B-9 Jan-Feb 1987 61.0-65.0 4.0 88%NA Granitic Gneiss
B-11 Jan-Feb 1988 48.5-52.0 3.5 100%NA Granitic Gneiss
PZ-30D May 2011 47-50 3.0 76% 37%
Inequigranular quartz, feldspar, mica gneiss; some minor biotite
schist layers; weathered.
50-55 5.0 92% 80%
Inequigranular quartz, feldspar, mica gneiss; some minor biotite
schist layers; some foliation.
55-60 5.0 89% 58% Foliated quartz, feldspar, mica gneiss; some augen structures.
60-65 5.0 87% 74% Massive quartz, feldspar, mica gneiss; some foliation.
65-70 5.0 72% 32% Massive quartz, feldspar, mica gneiss; some foliation.
WBF's @ 47.5', 50.5', 55.0', & 68.0-69.0'
PZ-32 May 2011 50-55 5.0 98% 48% Foliated to massive quartz, feldspar, mica gneiss.
55-60 5.0 93% 56% Foliated to massive quartz, feldspar, mica gneiss.
60-65 5.0 83% 42%
Foliated to massive quartz, feldspar, mica gneiss; more weathered
than above.
WBF's @ 50.5', 51.5', 53.0', 55.0', 56.0', 57.0', 59.0', 59.5', 60.0',
61.0', 62.0-63.0', 63.5', 64.0', 64.5', & 65.0'
PZ-38 May 2011 30-35 5.0 95% 69%
Inequigranular quartz, feldspar, mica gneiss; some minor biotite
schist layers; foliated; weathered.
35-40 5.0 100% 95% Foliated quartz, feldspar, mica gneiss; some augen structures.
40-45 5.0 93% 62% Foliated quartz, feldspar, mica gneiss; some augen structures.
WBF's @ 30.0', 34.0-34.5' & 40.0'
PZ-42 Dec. 2015 35-40 4.5 85% 64%
Pink to gray-white granite gneiss with biotite banding, fractures near
horizontal, increasing with depth to 45º
40-45 4.5 77% 65% Gray-white granite gneiss with biotite banding, fractures at 45º
45-50 4.5 100% 94% Gray-white granite gneiss with biotite banding, fractures at 45º
50-54.5 4.5 96% 60% Gray-white granite gneiss with biotite banding, fractures at 45º
WBF's @ 37.0', 38.5-39.0', 41.0', & 44.5'
Average: 90% 57%
Recovery = Total Length Recovered / Core Length.
RQD = Rock Quality Designation = Total length of pieces > 4 in. long / Core Length.
WBF's = Water Bearing Fractures. NA = Data not available.
Gneiss - inequiangular, biotite, quartz, fedspar, & garnet; slightly
foliated & massive; fractured @ 20º-30º from horizontal.
Gray quartz-diorite gneiss with layers of mica schist.
Gray & white mica gneiss with minor layers of mica schist.
Augen gneiss - biotite, feldspar, & quartz; massive; horizontal
fractures.
Gneiss - inequigranular; biotite, feldspar, & quartz; massive;
fractures 30º from horizontal & horizontal.
John's River Landfill, Permit 12-03
Burke County, NC
Joyce Engineering
TA
B
L
E

4
B
:

R
o
c
k

C
o
r
e

D
a
t
a

(
P
Z
-
4
2

D
e
t
a
i
l
s
)
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r
i
n
g

D
a
t
e
De
p
t
h

(f
t
.
)
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r
e

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n
g
t
h

(f
t
.
)
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t
a
l

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c
o
v
e
r
y

(i
n
.
)
Re
c
o
v
e
r
y

(4

i
n
.

o
r

gr
e
a
t
e
r
)
RQ
D

(%
)
Ro
c
k

D
e
s
c
r
i
p
t
i
o
n
PZ
-
4
2

1
2
/
1
6
/
2
0
1
5

3
5

-

4
0

5

5
1

4

7
%
47
%
5.
5

9
%
47
%
7.
5

1
3
%
5.
5

9
%
47
%
47
%
38
.
5

6
4
%
PZ
-
4
2

1
2
/
1
6
/
2
0
1
5

4
0

-

4
5

5

4
6

4

7
%
6

1
0
%
6

1
0
%
47
%
8

1
3
%
6

1
0
%
58
%
39

6
5
%
PZ
-
4
2

1
2
/
1
6
/
2
0
1
5

4
5

-

5
0

5

6
0

9

1
5
%
47
%
47
%
16

2
7
%
13
.
5

2
3
%
10

1
7
%
56
.
5

9
4
%
PZ
-
4
2

1
2
/
1
6
/
2
0
1
5

5
0

-

5
4
.
5

5

5
2

7

1
3
%
8

1
5
%
7

1
3
%
6

1
1
%
4.
5

8
%
32
.
5

6
0
%
PZ
-
4
2

(T
o
t
a
l
)
12
/
1
6
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2
0
1
5

3
5

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5
4
.
5

2
0

2
0
9
16
6
.
5

7
1
%
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c
o
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r
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=

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D

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k

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e
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Bu
r
k
e

C
o
u
n
t
y
,

N
C
Joyce Engineering September 2011
TA
B
L
E

6
:

G
r
o
u
n
d
w
a
t
e
r

G
r
a
d
i
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n
t
s

a
n
d

F
l
o
w

V
e
l
o
c
i
t
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s
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R
T
I
O
N

O
F

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I
F
E
R
GR
A
D
I
E
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T

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L
C
U
L
A
T
I
O
N

SE
G
M
E
N
T
FL
O
W

L
I
N
E

LE
N
G
T
H

(f
e
e
t
)
BE
G
I
N

GW

E
L
E
V
.

(f
e
e
t
)
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D

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E
L
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.

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t
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R
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.

GR
A
D
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i

(
f
t
/
f
t
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HY
D
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A
U
L
I
C

CO
N
D
U
C
T
.

K

(
f
t
/
d
a
y
)
EFFECT. POROSITY n eLINEAR VELOCITY V (ft/year)
i
1
74
1
10
7
0
10
3
0
0.
0
5
4
0
3.
2
7
9
0.40 0.443
i
2
90
4
10
6
0
10
3
0
0.
0
3
3
2
3.
2
7
9
0.40 0.272
i
3
87
4
10
5
0
10
2
0
0.
0
3
4
3
3.
2
7
9
0.40 0.281
AV
E
R
A
G
E
:

0
.
0
4
0
5
AVERAGE:

0
.
3
3
2
i
1
74
1
10
7
0
10
3
0
0.
0
5
4
0
0.
3
5
5
8
0.30 0.064
i
2
90
4
10
6
0
10
3
0
0.
0
3
3
2
0.
3
5
5
8
0.30 0.039
i
3
87
4
10
5
0
10
2
0
0.
0
3
4
3
0.
3
5
5
8
0.30 0.041
AV
E
R
A
G
E
:

0
.
0
4
0
5
AVERAGE:

0
.
0
4
8
i
1
74
1
10
7
0
10
3
0
0.
0
5
4
0
3.
2
4
1
0.10 1.750
i
2
90
4
10
6
0
10
3
0
0.
0
3
3
2
3.
2
4
1
0.10 1.076
i
3
87
4
10
5
0
10
2
0
0.
0
3
4
3
3.
2
4
1
0.10 1.112
AV
E
R
A
G
E
:

0
.
0
4
0
5
AVERAGE:

1
.
3
1
3
i
1
74
1
10
7
0
10
3
0
0.
0
5
4
0
2.
9
8
3
0.25 0.644
i
2
90
4
10
6
0
10
3
0
0.
0
3
3
2
2.
9
8
3
0.25 0.396
i
3
87
4
10
5
0
10
2
0
0.
0
3
4
3
2.
9
8
3
0.25 0.410
AV
E
R
A
G
E
:

0
.
0
4
0
5
AVERAGE:

0
.
4
8
3
No
t
e
s
:
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d
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a
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c
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(
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5
)
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(
n e =
0
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4
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=

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%

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4
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(
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a
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r
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p
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=

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i
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a
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h
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a
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p
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L
a
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f
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l
Pe
r
m
i
t

#

1
2
-
0
3
Joyce Engineering
TA
B
L
E

7
:

V
e
r
t
i
c
a
l

H
y
d
r
a
u
l
i
c

G
r
a
d
i
e
n
t
s
We
l
l

/

GS

T
O
C

S
c
r
e
e
n

S
c
r
e
e
n

S
c
r
e
e
n

V
e
r
t
i
c
a
l
Pi
e
z
o
m
e
t
e
r
El
e
v
a
t
i
o
n

E
l
e
v
a
t
i
o
n

T
o
p

B
o
t
t
o
m

M
i
d
p
o
i
n
t

D
i
s
t
a
n
c
e
Summary
Pa
i
r
(F
t
-
A
M
S
L
)

(
F
t
-
A
M
S
L
)

(
F
t
.
-
B
G
S
)

(
F
t
.
-
B
G
S
)

(
F
t
.
-
B
G
S
)

(
F
e
e
t
)
Da
t
e
06
/
1
8
/
9
6

1
2
/
0
4
/
9
6

0
4
/
0
7
/
9
9

0
5
/
2
2
/
0
2

1
1
/
0
2
/
0
2

1
1
/
0
3
/
0
3

0
5
/
0
6
/
0
4

0
8
/
1
7
/
1
0

0
5
/
1
6
/
1
1
1/11/2016

2
/
1
9
/
2
0
1
6
Avg. Vert. Grad.
MW
-
1
5
S
10
6
6
.
8
8

1
0
6
9
.
0
4

3
9
54
46
.
5

6
7
.
5

1
0
2
2
.
7
0

1
0
2
1
.
3
0

1
0
2
3
.
2
6

1
0
2
1
.
9
4

1
0
2
1
.
2
5

1
0
2
7
.
0
8

1
0
2
5
.
7
1

1
0
2
4
.
6
1

1
0
2
4
.
5
4
1026.64

1
0
2
7
.
5
5
MW-15S
MW
-
1
5
D
10
6
6
.
6
7

1
0
6
9
.
0
6

1
0
9

1
1
9

1
1
4

1
0
2
3
.
3
8

1
0
2
1
.
8
0

1
0
2
3
.
4
0

1
0
2
2
.
3
0

1
0
2
1
.
5
9

1
0
2
8
.
2
9

1
0
2
6
.
5
9

1
0
2
5
.
2
9

1
0
2
5
.
0
9
1027.188

1
0
2
7
.
9
5
MW-15D
Ve
r
t
i
c
a
l

G
r
a
d
i
e
n
t
-0
.
0
1
0
0

-
0
.
0
0
7
4

-
0
.
0
0
2
1

-
0
.
0
0
5
3

-
0
.
0
0
5
0

-
0
.
0
1
7
9

-
0
.
0
1
3
0

-
0
.
0
1
0
1

-
0
.
0
0
8
1

-
0
.
0
0
8
1

-
0
.
0
0
5
9
-0.0085
Da
t
e
10
/
1
8
/
9
9

0
5
/
0
1
/
0
0

1
1
/
0
1
/
0
0

0
5
/
0
3
/
0
1

1
1
/
0
7
/
0
1

0
5
/
2
2
/
0
2

1
1
/
0
2
/
0
2

0
5
/
0
3
/
0
3

1
1
/
0
3
/
0
3

0
5
/
0
6
/
0
4

1
1
/
1
0
/
0
4

0
5
/
0
5
/
0
5
Avg. Vert. Grad.
MW
-
1
6
S
10
0
5
.
6
7

1
0
0
7
.
6
7

5
20
12
.
5

7
0
.
5

9
9
2
.
1
5

9
9
2
.
5
9

9
9
1
.
0
7

9
9
2
.
0
7

9
9
1
.
3
6

9
9
2
.
0
2

9
9
2
.
6
6

9
9
3
.
0
3

9
9
2
.
8
4

9
9
2
.
1
8

9
9
2
.
5
7

9
9
2
.
3
0
MW
-
1
6
D
10
0
5
.
6
7

1
0
0
7
.
8
7

7
8
88
83
99
3
.
9
4

9
9
4
.
0
9

9
9
2
.
6
2

9
9
3
.
5
9

9
9
2
.
8
4

9
9
3
.
4
7

9
9
3
.
6
0

9
9
4
.
2
2

9
9
4
.
1
9

9
9
3
.
8
7

9
9
3
.
6
7

9
9
3
.
7
2
Ve
r
t
i
c
a
l

G
r
a
d
i
e
n
t
-0
.
0
2
5
4

-
0
.
0
2
1
3

-
0
.
0
2
2
0

-
0
.
0
2
1
6

-
0
.
0
2
1
0

-
0
.
0
2
0
6

-
0
.
0
1
3
3

-
0
.
0
1
6
9

-
0
.
0
1
9
1

-
0
.
0
2
4
0

-
0
.
0
1
5
6

-
0
.
0
2
0
1
Da
t
e
11
/
0
2
/
0
5

0
5
/
2
5
/
0
6

1
1
/
0
1
/
0
6

0
5
/
3
0
/
0
7

1
1
/
2
8
/
0
7

5
/
5
9
/
0
8

1
1
/
0
6
/
0
8

0
6
/
0
2
/
0
9

1
1
/
1
6
/
0
9

0
6
/
1
5
/
1
0

0
8
/
1
7
/
1
0

1
1
/
3
0
/
1
0
MW
-
1
6
S
10
0
5
.
6
7

1
0
0
7
.
6
7

5
20
12
.
5

7
0
.
5

9
9
1
.
9
2

9
9
1
.
9
7

9
9
2
.
5
9

9
9
1
.
8
4

9
8
8
.
8
4

9
9
1
.
7
4

9
9
2
.
4
2

9
9
3
.
8
9

9
9
3
.
5
3

9
9
2
.
1
0

9
9
2
.
1
5

9
9
2
.
2
5
MW
-
1
6
D
10
0
5
.
6
7

1
0
0
7
.
8
7

7
8
88
83
99
3
.
1
9

9
9
3
.
4
2

9
9
3
.
7
3

9
9
3
.
4
7

9
9
0
.
3
0

9
9
3
.
1
3

9
9
3
.
6
7

9
9
4
.
7
0

1
0
0
4
.
5
6

9
9
3
.
5
6

9
9
3
.
5
7

9
9
2
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9
0
Ve
r
t
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c
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l

G
r
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d
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t
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8
0

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6

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0
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6
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0
2
3
1

-
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0
2
0
7

-
0
.
0
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9
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0
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0
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7
7

-
0
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0
1
1
5

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0
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1
5
6
5

-
0
.
0
2
0
7

-
0
.
0
2
0
1

-
0
.
0
0
9
2
Da
t
e
05
/
1
6
/
1
1

0
6
/
0
1
/
1
1

1
2
/
2
0
/
1
1

0
5
/
3
0
/
1
2

1
2
/
1
1
/
1
2

0
6
/
1
1
/
1
3

1
0
/
2
8
/
1
3

0
5
/
0
6
/
1
4

1
0
/
2
1
/
1
4

0
5
/
2
1
/
1
5

1
2
/
0
8
/
1
5

0
1
/
1
1
/
1
6
MW
-
1
6
S
10
0
5
.
6
7

1
0
0
7
.
6
7

5
20
12
.
5

7
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5

9
9
1
.
6
0

9
9
2
.
4
8

9
9
2
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6
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9
9
2
.
4
6

9
9
2
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0
5

9
9
5
.
4
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9
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5
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9
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2
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7
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9
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2
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9
7

9
9
2
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1
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9
9
4
.
4
7

9
9
4
.
0
7
MW-16S
MW
-
1
6
D
10
0
5
.
6
7

1
0
0
7
.
8
7

7
8
88
83
99
2
.
3
9

9
9
3
.
7
4

9
9
3
.
8
8

9
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3
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7
6

9
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3
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4
3

9
9
6
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5
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9
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3
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Graph 1 Relative Elevation of Ground Surface, Bedrock, and Water Table
Graph 2A Monthly Precipitation Data – Morganton, NC, 1931-2016
Graph 2B Monthly Precipitation Data – Morganton, NC, 1991-2016

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Jan-08 Jul-08 Jan-09 Jul-09 Jan-10 Jul-10 Jan-11 Jul-11 Jan-12 Jul-12 Jan-13 Jul-13 Jan-14 Jul-14 Jan-15 Jul-15 Jan-16
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Joyce Engineering February 2016

FIGURE

Figure 1 Site Location on USGS Topographic Map

DRAWINGS

Drawing HG-00 Existing Conditions Map
Drawing HG-01 Bedrock Surface Map
Drawing HG-02 Seasonal High Water Table Map (February 2016)
Drawing HG-03 Long-Term High Water Table Map
Drawing HG-04 Proposed Base Grades and Cross-Section Lines
Drawing HG-05 Hydrogeologic Cross-Sections A-A, B-B, & C-C

APPENDICES

Appendix A

Boring/Construction Logs
(PZ-40, PZ-41, PZ-42, & MW-30)

Burke County, NC
Johns River Landfill
PHASE 2A/4 EXPANSION
HYDROGEO INVESTIGATION
JEI Project No. 277,1602.12Task 02
LOG OF BORING PZ-40
(Page 1 of 1)
Date Started : 2015 Dec. 18
Date Completed : 2015 Dec. 18
Hole Diameter : 8.0 inch O.D.
Drilling Method : HSA + Air Rotary
Sampling Method : Shelby Tube & Split Spoon
Drilling Company : SAEDACCO
Northing Coord. :
Easting Coord. :
Survey By : West Consultants, PLLC
Logged By : H.Kemppinen, P.G.
De
p
t
h

i
n

F
e
e
t
0
5
10
15
20
25
30
35
40
45
50
55
60
Surf.
Elev.
1080
1080
1075
1070
1065
1060
1055
1050
1045
1040
1035
1030
1025
Bl
o
w

C
o
u
n
t
ST
351219
16303350/3
30
50/3
%
Rec.
30
100
100
30
US
C
S
ML
ML
ML
ML
ML
DESCRIPTION
Red brown silt with fine sand, cohesive, moist and soft.
Shelby Tube from 5-7 ft. Formation
very tight sapprolite, tube end
crushed, poor recovery, approximately
8 inches.
SP 10-12 Red brown, black and white mottled silt with fine sand, weathered granite sapprolite.
SP 15-17 same as above, zones of white plagioclase feldspar, banded gneiss, and red granite sapprolite.
SS 20-22 yellow brown with black biotite, granite sapprolite, auger refusal at 22 ft. Change to roller cone and cleanout bore hole to depth 25 ft.
Change to air rotary and drill in rock.
Drilling in hard rock, occassionally going through softer or fractured zones, dry, dust.
End boring at 62 feet.
TOC Elev.: 1080.5
Well: PZ-40
Grout (0 to 28)
Bentonite Seal (28 to 30)
Sand Pack (30 to 62)
Riser Pipe (+3 to 32)
Screen (32 to 62)
Well Construction
Information
WELL CONSTRUCTION
Date Compl. : 12.18.2015Boring Diameter(s) : 8.0 inchDrilling Method(s) : HSA + Air RotaryCompany Rep. : Robert MillerNC Licence No. : 2675
WELL CASING
Material : PVCDiameter : 2-inchJoints : ThreadedRiser Stickup (appx). : 2.5 ft
WELL SCREEN
Material : Slotted PVCDiameter : 2-inchJoints : ThreddedOpening : 0.01 inch
GRAVEL PACK
Type : #2 Sand
WELL SCREEN SEAL
Type : Bentonite
ANNULUS SEAL
Type : Cement/Grout
PROTECTIVE CSG.
Type :
WELL PAD
Type :
1. Drilling performed with Gus Pech 1100E
with 8 inch HSA and air rotary.
2. Water level measured:
Dry 12.18.2015 during drilling and by the
time of completion.
3. Split Spoon Sampling:
SP 10-12 N 3, 5, 12, 19
SP 15-17 N 16, 30, 33, 50/3
SP 20-22 N 30, 50/3
Burke County, NC
Johns River Landfill
PHASE 2A/4 EXPANSION
HYDROGEO INVESTIGATION
JEI Project No. 277,1602.12Task 02
LOG OF BORING PZ-41
(Page 1 of 2)
Date Started : 2015 Dec. 16
Date Completed : 2015 Dec. 16
Hole Diameter : 8.0 inch
Drilling Method : Hollw Stem Auger
Sampling Method : Shelby Tube & Split Spoon
Drilling Company : SAEDACCO
Northing Coord. :
Easting Coord. :
Survey By : West Consultants, PLLC
Logged By : H.Kemppinen, P.G.
De
p
t
h

i
n

F
e
e
t
0
5
10
15
20
25
30
Surf.
Elev.
1072
1072
1067
1062
1057
1052
1047
Bl
o
w

C
o
u
n
t
711
11
8
ST
ST
6
10
28
29
6
12
12
16
14
30
50/3
%
Rec.
100
100
100
100
100
80
US
C
S
ML
ML
ML
ML
ML
ML
DESCRIPTION
0-5 brown silt with fine sand, dry.
SP-5-7 ft mottled red brown, black and white, weathered granite, moist, weak, relict structures.
Shelby Tube from 7-9 feet, granite sapprolite
Shelby Tube from 10-12 feet, Granite sapprolite
SP 15-17, granite sapprolite, red,
white, black mottled color, friable, relict
structures, quartz, feldspar, biotite,
SP 20-22 same as above, moist and
cohesive, weak structure.
SP-25-27 same as above
TOC Elev.: 1074.5
Well: PZ-41
Grout (0-36)
Riser Pipe (+3-40)
Well Construction
Information
WELL CONSTRUCTION
Date Compl. : 12.16.2015Boring Diameter(s) : 8.0 inchDrilling Method(s) : HSACompany Rep. : Robert MillerNC Licence No. : 2675
WELL CASING
Material : PVCDiameter : 2-inchJoints : ThreadedRiser Stickup (appx). : 2.5 ft
WELL SCREEN
Material : Slotted PVCDiameter : 2-inchJoints : ThreddedOpening : 0.01 inch
GRAVEL PACK
Type : #2 Sand
WELL SCREEN SEAL
Type : Bentonite
ANNULUS SEAL
Type : Cement/Grout
PROTECTIVE CSG.
Type :
WELL PAD
Type :
1. Drilling performed with Gus Pech 1100E
and hollow stem augers.
2. Water level measured:
During drilling spoon wet at 30-32 ft below
ground.
12.18.2015 at 8:30 46 ft below ground.
Burke County, NC
Johns River Landfill
PHASE 2A/4 EXPANSION
HYDROGEO INVESTIGATION
JEI Project No. 277,1602.12Task 02
LOG OF BORING PZ-41
(Page 2 of 2)
Date Started : 2015 Dec. 16
Date Completed : 2015 Dec. 16
Hole Diameter : 8.0 inch
Drilling Method : Hollw Stem Auger
Sampling Method : Shelby Tube & Split Spoon
Drilling Company : SAEDACCO
Northing Coord. :
Easting Coord. :
Survey By : West Consultants, PLLC
Logged By : H.Kemppinen, P.G.
De
p
t
h

i
n

F
e
e
t
30
35
40
45
50
55
60
Surf.
Elev.
1072
1042
1037
1032
1027
1022
1017
Bl
o
w

C
o
u
n
t
50/3
78
14
13
8
15
2250/6
5
8
12
13
14
43
50/5
%
Rec.
30
100
100
100
40
US
C
S
ML
ML
ML
ML
ML
DESCRIPTION
SP-30-32 Brown and black sapprolite, fragments of biotite, banded gneiss, spoon wet.
Sp 35-37 fine grained granite sapprolite, feldspar, biotite, quartz grains.
SP 40-42 same as above
SP 45-47 same weathered granite
sapprolite, moist, weak structure.
SP 50-52 same as above, increase in
biotite content and muscovite, spoon wet.
Continue augering to 60 foot depth.
End boring at 60 feet.
TOC Elev.: 1074.5
Well: PZ-41
Grout (0-36)
Bentonite Seal (36-38)
Sand Pack (38-60)
Riser Pipe (+3-40)
Screen (40-60)
Well Construction
Information
WELL CONSTRUCTION
Date Compl. : 12.16.2015Boring Diameter(s) : 8.0 inchDrilling Method(s) : HSACompany Rep. : Robert MillerNC Licence No. : 2675
WELL CASING
Material : PVCDiameter : 2-inchJoints : ThreadedRiser Stickup (appx). : 2.5 ft
WELL SCREEN
Material : Slotted PVCDiameter : 2-inchJoints : ThreddedOpening : 0.01 inch
GRAVEL PACK
Type : #2 Sand
WELL SCREEN SEAL
Type : Bentonite
ANNULUS SEAL
Type : Cement/Grout
PROTECTIVE CSG.
Type :
WELL PAD
Type :
1. Drilling performed with Gus Pech 1100E
and hollow stem augers.
2. Water level measured:
During drilling spoon wet at 30-32 ft below
ground.
12.18.2015 at 8:30 46 ft below ground.
Burke County, NC
Johns River Landfill
PHASE 2A/4 EXPANSION
HYDROGEO INVESTIGATION
JEI Project No. 277,1602.12Task 02
LOG OF BORING PZ-42
(Page 1 of 1)
Date Started : 2015 Dec. 16
Date Completed : 2015 Dec. 17
Hole Diameter : 8.0 inch
Drilling Method : Hollow Stem Auger, Core
Sampling Method : Shelby Tube & Split Spoon
Drilling Company : SAEDACCO
Northing Coord. :
Easting Coord. :
Survey By : West Consultants, PLLC
Logged By : H.Kemppinen, P.G.
De
p
t
h

i
n

F
e
e
t
0
5
10
15
20
25
30
35
40
45
50
55
Surf.
Elev.
1070
1070
1065
1060
1055
1050
1045
1040
1035
1030
1025
1020
Bl
o
w

C
o
u
n
t
ST
ST
561223
7141718
471311
35
25/0
RQD
RQD
RQD
RQD
%
Rec.
100
100
100
100
100
25
64
65
94
68
US
C
S
ML
ML
ML
ML
ML
ML
DESCRIPTION
0-5 red silt with fine sand
Shelby Tube 5-7, granite sapprolite
Shelby Tube 8-10, granite sapprolite
SP 10-12 weathered granite
sapprolite,mottled red, brown, white,
black, feldspar, biotite, muscovite, quartz, friable, relict structures, dry.
SP 15-17 same as above, zones of
completely weathered, then very
competent rock with quartz, dry
SP 20-22 same as above, granite
sapprolite, cohesive, crumbly
SP25-27 same as above.
Auger refusal at 30 feet
Clean out boring and advance to 35 ft
drilling with roller cone.
Core 35 to 40 mica schist grading to
gray white granite gneiss with biotite
banding, fractures near horizontal.
Grading to pink coarse grained granite,
Core 40 to 45 gray white granite
gneiss with biotite banding, fractures
at 45 degree angle.
Core 45 to 50 gray white granite gneiss with biotite banding, fractures
at 45 degree angle.
Core 50 to 54 same as above.
TOC Elev.: 1072.5
Well: PZ-42
Grout (0-32)
Bentonite Seal (30-32)
Sand Pack (32-54)
Riser Pipe (+3-34)
Screen (34-54)
Well Construction
Information
WELL CONSTRUCTION
Date Compl. : 12.17.2015Boring Diameter(s) : 8.0 inchDrilling Method(s) : HSA, Roller Cone, CoreCompany Rep. : Robert MillerNC Licence No. : 2675
WELL CASING
Material : PVCDiameter : 2-inchJoints : ThreadedApprox. Csg. Stickup :
WELL SCREEN
Material : Slotted PVCDiameter : 2-inchJoints : ThreddedOpening : 0.01 inch
GRAVEL PACK
Type : #2 Sand
WELL SCREEN SEAL
Type : Bentonite
ANNULUS SEAL
Type : Cement/Grout
PROTECTIVE CSG.
Type :
WELL PAD
Type :
1. Drilling performed with Gus Pech 1100E
with HSA, roller cone and coring.
2. Water level measured:
12/18/2015 30.2 ft below ground at 11:09.
3. Split spoon sampling:
SP 10-12 5, 6, 12, 23
SP 15-17 7, 14, 17, 18
SP 20-22 4, 7, 13, 11
SP 25-27 35, 25/0
Burke County, NC
Johns River Landfill
PHASE 2A/4 EXPANSION
HYDROGEO INVESTIGATION
JEI Project No. 277,1602.12Task 02
LOG OF BORING MW-30
(Page 1 of 1)
Date Started : 2015 Dec. 15
Date Completed : 2015 Dec. 16
Hole Diameter : 8.0 inch
Drilling Method : Hollow Stem Auger
Sampling Method : Split Spoon
Drilling Company : SAEDACCO
Northing Coord. :
Easting Coord. :
Survey By : West Consultants, PLLC
Logged By : H.Kemppinen, P.G.
De
p
t
h

i
n

F
e
e
t
0
5
10
15
20
25
30
35
40
45
50
Surf.
Elev.
1052
1052
1047
1042
1037
1032
1027
1022
1017
1012
1007
Bl
o
w

C
o
u
n
t
4101111
4567
6967
3467
7101612
46810
481011
152850/2
30
50/6
%
Rec.
100
100
100
100
100
100
100
50
25
US
C
S
ML
ML
ML
ML
ML
ML
ML
ML
ML
ML
DESCRIPTION
0-5 ft red brown silt with fine sand, dry to slightly moist, elastic.
SS 5-7 ft red brown silt with fine sand,
micaceous, cohesive, moist.
SP 10-12 changing to mottled white, brown, silt with fine sand, minerals of feldspar, biotite, relict structures, weathered granitic gneiss.
SP 15-17 same as above, weathered
granitic rock with relict structures.
SP 20-22 same as above, weathered granite, relict structures, minerals of feldspar, biotite, quartz,
SS 25-27 same as above, weathered
granite and fragments of minerals.
SS 30-32 same as above, relict structures of banded gneiss, spoon wet.
SS 35-37 same relict structures of
banded gneiss, spoon wet.
SS 40-42 same as above, spoon wet.
SS 45-47 same as above,
End boring at 50 ft
TOC Elev.: 1054.6
Well: MW-30
Grout (0 to 31)
Bentonite Seal (31 to 33)
Sand Pack (33 to 50)
Riser Pipe (+3 to 35)
Screen (35 to 50)
Well Construction
Information
WELL CONSTRUCTION
Date Compl. : 12.16.2015Boring Diameter(s) : 8.0 inchesDrilling Method(s) : HSACompany Rep. : Robert MillerNC Licence No. : 2675
WELL CASING
Material : PVCDiameter : 2-inchJoints : ThreadedRiser Stickup (appx). : 2.6 ft
WELL SCREEN
Material : Slotted PVCDiameter : 2-inchJoints : ThreddedOpening : 0.01 inch
GRAVEL PACK
Type : #2 Sand
WELL SCREEN SEAL
Type : Bentonite
ANNULUS SEAL
Type : Cement/Grout
PROTECTIVE CSG.
Type : Steel
WELL PAD
Type : 3'x3' concrete
1. Drilling performed with a Gus Pech 1100E
and 8 inch O.D. Hollow Stem Auger
2. Water level measured:
During drilling at 35 feet below ground.
12.16.2015 at 14:30 30 ft below ground.

Appendix B

Geotechnical Laboratory Report
(December 2015)

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

DCN: Data Transmittal Letter Date: 1/28/05 Rev.: 1

January 18, 2016

Project No. 2016-605-001

Mr. Hannu Kemppinein
Joyce Engineering, Inc.
2211 W. Meadowview Rd., Suite 101
Greensboro, NC 27407
[e-mail]

Transmittal
Laboratory Test Results
John’s River Landfill – Burke Co.

Please find attached the laboratory test results for the above referenced project. The tests were outlined
on the Project Verification Form that was transmitted to your firm prior to the testing. The testing was
performed in general accordance with the methods listed on the enclosed data sheets. The test results
are believed to be representative of the samples that were submitted for testing and are indicative only of
the specimens which were evaluated. We have no direct knowledge of the origin of the samples and
imply no position with regard to the nature of the test results, i.e. pass/fail and no claims as to the
suitability of the material for its intended use.

The test data and all associated project information provided shall be held in strict confidence and
disclosed to other parties only with authorization by our Client. The test data submitted herein is
considered integral with this report and is not to be reproduced except in whole and only with the
authorization of the Client and Geotechnics. The remaining sample materials for this project will be
retained for a minimum of 90 days as directed by the Geotechnics’ Quality Program.

We are pleased to provide these testing services. Should you have any questions or if we may be of
further assistance, please contact our office.

Respectively submitted,
Geotechnics, Inc.

Michael P. Smith
Regional Manager

We understand that you have a choice in your laboratory services
and we thank you for choosing Geotechnics.

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

MOISTURE CONTENT
ASTM D 2216-10
Client:JOYCE ENGINEERING, INC.
Client Reference: JOHN'S RIVER LANDFILL- BURKE CO.
Project No.: 2016-605-001
Lab ID:002
Boring No.:PZ-42
Depth (ft):5-7
Sample No.:12/16/15
Tare Number 918
Wt. of Tare & Wet Sample (g) 232.27
Wt. of Tare & Dry Sample (g) 215.40
Weight of Tare (g)130.63
Weight of Water (g)16.87
Weight of Dry Sample (g)84.77
Water Content (%)19.9
Notes :
Tested By EL Date 1/11/16 Checked By GEM Date 1/13/16
page 1 of 1 DCN: CT-S1 DATE: 3/18/13 REVISION: 4

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

SPECIFIC GRAVITY
ASTM D 854-10
Client JOYCE ENGINEERING, INC. Boring No.PZ-41
Client Reference JOHN'S RIVER LANDFILL-BURKE CO.Depth (ft)7-9
Project No.2016-605-001 Sample No. 12/16/15
Lab ID 2016-605-001-001 Visual Description RED
( MInus No.4 sieve material, airdried)
Replicate Number 1 2
Pycnometer ID R 447 R 448
Weight of Pycnometer + Soil + Water (gm)679.76 704.08
Temperature, T ( oCelsius )23.3 23.3
Weight of Pycnometer + Water (gm) 659.30 661.92
Tare Number 377 379
Weight of Tare + Dry Soil (gm) 139.17 176.33
Weight of Tare (gm) 106.58 109.04
Weight of Dry Soil (gm) 32.59 67.29
Specific Gravity of Soil @ T 2.687 2.678
Specific Gravity of Water @ T 0.9975 0.9975
Conversion Factor for Temperature T 0.9993 0.9993
Specific Gravity @ 20o Celsius 2.689 2.680
Average Specific Gravity @ 20o Celsius 2.68
Tested By BW Date 1/13/16 Checked By GEM Date 1/14/16
DCN: CT-S5 Date: 03/24/05 Revision: 10R T:\Data Sheets\[Specific Gravity Soils 1Ral..xls]Sheet1

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

Client JOYCE ENGINEERING, INC.Boring No. PZ-41
Client Project JOHN'S RIVER LANDFILL- BURKE CO. Depth (ft.) 7-9
Project No. 2016-605-001 Sample No. 12/16/15
Lab ID No. 2016-605-001-001
Specific Gravity 2.68 Measured
Visual Description:RED SANDY SILT
MOISTURE CONTENT:
821
Tare Number 533.79
Wt. of Tare & WS (gm.)463.21
Wt. of Tare & DS (gm.)131.12
Wt. of Tare (gm.)70.58
Wt. of Water (gm.)332.09
Wt. of DS (gm.)
21.3
Moisture Content (%)
SPECIMEN:Undisturbed
Wt. of Mold/Tube & WS (gm.) 1079.05
Wt. of Mold/Tube (gm.)0.00
Wt. of WS (gm.)1079.05
Length 1 (in.)6.081
Length 2 (in.)6.066
Length 3 (in.)6.043
Top Diameter (in.)2.826
Middle Diameter (in.)2.886
Bottom Diameter (in.)2.848
Average Length (in.)6.06
Average Area (in.2 )6.39
Sample Volume (cm3 )635.34
Unit Wet Wt. (gm./ cm 3 )1.70
Unit Wet Wt. (pcf ) 106.0
Unit Dry Wt. (pcf ) 87.4
Unit Dry Wt. (gm./ cm 3 )1.40
Void Ratio, e 0.91
Porosity, n 0.48
Pore Volume (cm3 )303.3
Tested By:AF Date: 1/8/16 Checked By: GEM Date: 1/14/16
DCN: CT-S37A DATE: 2-20-04 REVISION:1 T:\2016 PROJECTS\2016-605 JOYCE ENG - JOHNS RIVER LF\[2016-605-001-001 UnitWgt,Porosity.xls]Sheet1
UNIT WEIGHT WITH POROSITY
ASTM D2937-10

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ATTERBERG LIMIT
ASTM D 4318-10
Client JOYCE ENGINEERING, INC. Boring No.PZ-41
Client Reference JOHN'S RIVER LANDFILL- BURKE CO.Depth (ft)7-9
Project No.2016-605-001 Sample No. 12/16/15
Lab ID 2016-605-001-001 Visual Description RED
( MInus No. 40 sieve material, Wet Method)
NON - PLASTIC
MATERIAL
Tested By TB Date 1/13/16 Checked By GEM Date 1/13/16
page 1 of 1 DCN: CT-S4C DATE: 7-11-97 REVISION : 2 T:\Data Sheets\[Limit-(NP).xls]Sheet1

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SIEVE ANALYSIS
ASTM D 422-63 (2007)
Client: JOYCE ENGINEERING, INC. Boring No.: PZ-41
Client Reference: JOHN'S RIVER LANDFILL- BURKE CO. Depth (ft): 7-9
Project No.: 2016-605-001 Sample No.: 12/16/15
Lab ID: 2016-605-001-001 Soil Color: RED
SIEVE ANALYSIS HYDROMETER
USCS gravel sand silt and clay
USCS Symbol: SM, TESTED (NON PLASTIC FINES)
USCS Classification:SILTY SAND
Tested By EL Date 1/12/16 Checked By GEM Date 1/13/16
page 1 of 2 DCN: CT-S3C DATE 3/20/13 REVISION: 3
0
10
20
30
40
50
60
70
80
90
100
0.0010.010.11101001000
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(
%
)
Particle Diameter (mm)
12"6" 3" 3/4" 3/8" #4 #10 #20 #40 #140 #200

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WASH SIEVE ANALYSIS
ASTM D 422-63 (2007)
Client:JOYCE ENGINEERING, INC.Boring No.:PZ-41
Client Reference:JOHN'S RIVER LANDFILL- BURKE CO.Depth (ft):7-9
Project No.: 2016-605-001 Sample No.: 12/16/15
Lab ID: 2016-605-001-001 Soil Color:RED
Moisture Content of Passing 3/4" Sample Water Content of Retained 3/4" Sample
Tare No.821 Tare No.NA
Wt. of Tare & Wet Sample (g) 340.30 Weight of Tare & Wet Sample (g)NA
Wt. of Tare & Dry Sample (g) 301.74 Weight of Tare & Dry Sample (g)NA
Weight of Tare (g)131.12 Weight of Tare (g)NA
Weight of Water (g)38.56 Weight of Water (g)NA
Weight of Dry Sample (g) 170.62 Weight of Dry Sample (g)NA
Moisture Content (%)22.6 Moisture Content (%)NA
Wet Weight of -3/4" Sample (g) NA Weight of the Dry Sample (g)170.62
Dry Weight of - 3/4" Sample (g) 146.1 Weight of - #200 Sample (g)24.49
Wet Weight of +3/4" Sample (g) NA Weight of + #200 Sample (g)146.13
Dry Weight of + 3/4" Sample (g) 0.00
Total Dry Weight of Sample (g) NA
Sieve Sieve Weight of Soil Percent Accumulated Percent Accumulated
Size Opening Retained Retained Percent Finer Percent
Retained Finer
(mm)(g)(%) (%)(%) (%)
12" 300 0.00 0.00 0.00 100.00 100.00
6" 150 0.00 0.00 0.00 100.00 100.00
3" 75 0.00 0.00 0.00 100.00 100.00
2" 50 0.00 0.00 0.00 100.00 100.00
1 1/2" 37.5 0.00 0.00 0.00 100.00 100.00
1" 25.0 0.00 0.00 0.00 100.00 100.00
3/4" 19.0 0.00 0.00 0.00 100.00 100.00
1/2" 12.50 0.00 0.00 0.00 100.00 100.00
3/8" 9.50 0.00 0.00 0.00 100.00 100.00
#4 4.75 0.33 0.19 0.19 99.81 99.81
#10 2.00 17.20 10.08 10.27 89.73 89.73
#20 0.850 52.37 30.69 40.97 59.03 59.03
#40 0.425 31.97 18.74 59.71 40.29 40.29
#60 0.250 17.75 10.40 70.11 29.89 29.89
#140 0.106 21.01 12.31 82.42 17.58 17.58
#200 0.075 5.50 3.22 85.65 14.35 14.35
Pan -24.49 14.35 100.00 --
Tested By EL Date 1/12/16 Checked By GEM Date 1/13/16
page 2 of 2 DCN: CT-S3C DATE 3/20/13 REVISION: 3

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SPECIFIC GRAVITY
ASTM D 854-10
Client JOYCE ENGINEERING, INC. Boring No.PZ-42
Client Reference JOHN'S RIVER LANDFILL-BURKE CO.Depth (ft)5-7
Project No.2016-605-001 Sample No. 12/16/15
Lab ID 2016-605-001-002 Visual Description RED
( MInus No.4 sieve material, airdried)
Replicate Number 1 2
Pycnometer ID R 344 R 345
Weight of Pycnometer + Soil + Water (gm)689.68 685.61
Temperature, T ( oCelsius )24.0 23.8
Weight of Pycnometer + Water (gm) 667.88 668.17
Tare Number 327 371
Weight of Tare + Dry Soil (gm) 136.18 131.5
Weight of Tare (gm) 101.71 103.95
Weight of Dry Soil (gm) 34.47 27.55
Specific Gravity of Soil @ T 2.720 2.724
Specific Gravity of Water @ T 0.9973 0.9974
Conversion Factor for Temperature T 0.9991 0.9992
Specific Gravity @ 20o Celsius 2.722 2.727
Average Specific Gravity @ 20o Celsius 2.72
Tested By BW Date 1/13/16 Checked By GEM Date 1/14/16
DCN: CT-S5 Date: 03/24/05 Revision: 10R T:\2016 PROJECTS\2016-605 JOYCE ENG - JOHNS RIVER LF\[2016-605-001-002 Specific Gravity Soils 1Ral..xls]Sheet1

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

Client JOYCE ENGINEERING, INC.Boring No. PZ-42
Client Project JOHN'S RIVER LANDFILL- BURKE CO. Depth (ft.) 5-7
Project No. 2016-605-001 Sample No. 12/16/15
Lab ID No. 2016-605-001-002
Specific Gravity 2.72 Measured
Visual Description:RED SILTY SAND
MOISTURE CONTENT:
819
Tare Number 232.27
Wt. of Tare & WS (gm.)215.40
Wt. of Tare & DS (gm.)130.63
Wt. of Tare (gm.)16.87
Wt. of Water (gm.)84.77
Wt. of DS (gm.)
19.9
Moisture Content (%)
SPECIMEN:Undisturbed
Wt. of Mold/Tube & WS (gm.) 1396.94
Wt. of Mold/Tube (gm.)434.62
Wt. of WS (gm.)962.32
Length 1 (in.)5.637
Length 2 (in.)5.777
Length 3 (in.)5.775
Top Diameter (in.)2.809
Middle Diameter (in.)2.859
Bottom Diameter (in.)2.875
Average Length (in.)5.73
Average Area (in.2 )6.37
Sample Volume (cm3 )598.00
Unit Wet Wt. (gm./ cm 3 )1.61
Unit Wet Wt. (pcf ) 100.5
Unit Dry Wt. (pcf ) 83.8
Unit Dry Wt. (gm./ cm 3 )1.34
Void Ratio, e 1.03
Porosity, n 0.51
Pore Volume (cm3 )302.9
Tested By: EL Date: 1/11/16 Checked By: GEM Date: 1/14/16
DCN: CT-S37A DATE: 2-20-04 REVISION:1 T:\2016 PROJECTS\2016-605 JOYCE ENG - JOHNS RIVER LF\[2016-605-001-002 UnitWgt,Porosity.xls]Sheet1
UNIT WEIGHT WITH POROSITY
ASTM D2937-10

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

ATTERBERG LIMIT
ASTM D 4318-10
Client JOYCE ENGINEERING, INC. Boring No.PZ-42
Client Reference JOHN'S RIVER LANDFILL- BURKE CO.Depth (ft)5-7
Project No.2016-605-001 Sample No. 12/16/15
Lab ID 2016-605-001-002 Visual Description RED
( MInus No. 40 sieve material, Wet Method)
NON - PLASTIC
MATERIAL
Tested By TB Date 1/13/16 Checked By GEM Date 1/13/16
page 1 of 1 DCN: CT-S4C DATE: 7-11-97 REVISION : 2 T:\2016 PROJECTS\2016-605 JOYCE ENG - JOHNS RIVER LF\[2016-605-001-002 Limit-(NP).xls]Sheet1

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SIEVE AND HYDROMETER ANALYSIS
ASTM D 422-63 (2007)
Client JOYCE ENGINEERING, INC. Boring No. PZ-42
Client Reference JOHN'S RIVER LANDFILL- BURKE CO. Depth (ft) 5-7
Project No. 2016-605-001 Sample No. 12/16/15
Lab ID 2016-605-001-002 Soil Color RED
SIEVE ANALYSIS HYDROMETER
USCS cobbles gravel sand silt and clay fraction
USDA cobbles gravel sand silt clay
USCS Summary
Sieve Sizes (mm) Percentage
Greater Than #4 Gravel 21.63
#4 To #200 Sand 57.95
Finer Than #200 Silt & Clay 20.42
USCS Symbol SM, TESTED (NON PLASTIC FINES)
USCS Classification SILTY SAND WITH GRAVEL
page 1 of 4 DCN: CT-S3OR DATE: 7/26/13 REVISION: 8 T:\2016 PROJECTS\2016-605 JOYCE ENG - JOHNS RIVER LF\[2016-605-001-002 SIEVEHYD10.xls]Sheet1
0
10
20
30
40
50
60
70
80
90
100
0.0010.010.11101001000
Pe
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Particle Diameter (mm)
12" 6" 3" 2" 1" 3/4" 3/8" #4 #10 #20 #40 #60 #140 #200

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USDA CLASSIFICATION CHART
Client JOYCE ENGINEERING, INC.Boring No. PZ-42
Client Reference JOHN'S RIVER LANDFILL- BURKE CO. Depth (ft) 5-7
Project No.2016-605-001 Sample No. 12/16/15
Lab ID 2016-605-001-002 Soil Color RED
Particle Percent USDA SUMMARY Actual Corrected % of Minus 2.0 mm
Size (mm)Finer Percentage material for USDA Classificat.
Gravel 22.34 0.00
2 77.66 Sand 60.52 77.92
0.05 17.15 Silt 15.01 19.33
0.002 2.14 Clay 2.14 2.75
USDA Classification: LOAMY SAND
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0102030405060708090100
PERCENT SAND
90
80
70
60
50
40
30
20
10 90
8
7
6
5
4
3
20
10
CLAY
SANDY
CLAY
SANDY CLAY LOAM
SANDY LOAM
SAND
LOAM
SILT LOAM
SILT
CLAY LOAM
SILTY CLAY LOAM
SILTY
CLAY
LOAMY
SAND
PERCENT SILT
PERCENT CLAY

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WASH SIEVE ANALYSIS
ASTM D 422-63 (2007)
Client JOYCE ENGINEERING, INC.Boring No.PZ-42
Client Reference JOHN'S RIVER LANDFILL- BURKE CO. Depth (ft) 5-7
Project No.2016-605-001 Sample No. 12/16/15
Lab ID 2016-605-001-002 Soil Color RED
Minus #10 for Hygroscopic Moisture Content Hydrometer Specimen Data
Tare No.P-1 Air Dried - #10 Hydrometer Material (g)50.00
Wgt.Tare + Wet Soil (g)35.65 Corrected Dry Wt. of - #10 Material (g)49.85
Wgt.Tare + Dry Soil (g)35.61
Weight of Tare (g)22.34 Weight of - #200 Material (g)13.11
Weight of Water (g)0.04 Weight of - #10 ; + #200 Material (g)36.74
Weight of Dry Soil (g)13.27
Moisture Content (%)0.3 J-FACTOR (%FINER THAN #10)0.7766
Soil Specimen Data
Tare No.152
Wgt.Tare + Air Dry Soil (g)722.48
Weight of Tare (g)239.28
Air Dried Wgt. Total Sample (g) 483.20 Dry Weight of Material Retained on #10 (g) 107.68
Total Dry Sample Weight (g) 482.07 Corrected Dry Sample Wt - #10 (g)374.39
Sieve Sieve Wgt.of Soil Percent Accumulated Percent Accumulated
Size Opening Retained Retained Percent Finer Percent
(mm)Retained Finer
(gm)(%) (%)(%)(%)
12" 300 0.00 0.0 0.0 100.0 100.0
6" 150 0.00 0.0 0.0 100.0 100.0
3" 75 0.00 0.0 0.0 100.0 100.0
2" 50 0.00 0.0 0.0 100.0 100.0
1 1/2" 37.5 57.02 11.8 11.8 88.2 88.2
1" 25.0 38.85 8.1 19.9 80.1 80.1
3/4" 19.0 0.00 0.0 19.9 80.1 80.1
1/2" 12.5 7.54 1.6 21.5 78.5 78.5
3/8" 9.50 0.00 0.0 21.5 78.5 78.5
#4 4.75 0.84 0.2 21.6 78.4 78.4
#10 2.00 3.43 0.7 22.3 77.7 77.7
#20 0.85 1.56 3.1 3.1 96.9 75.2
#40 0.425 8.74 17.5 20.7 79.3 61.6
#60 0.250 10.01 20.1 40.7 59.3 46.0
#140 0.106 13.30 26.7 67.4 32.6 25.3
#200 0.075 3.13 6.3 73.7 26.3 20.4
Pan -13.11 26.3 100.0 --
Notes :
Tested By EL Date 1/15/16 Checked By GEM Date 1/18/16
page 3 of 4 DCN: CT-S3OR DATE: 7/26/13 REVISION: 8 T:\2016 PROJECTS\2016-605 JOYCE ENG - JOHNS RIVER LF\[2016-605-001-002 SIEVEHYD10.xls]Sheet1

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HYDROMETER ANALYSIS
ASTM D 422-63 (2007)
Client JOYCE ENGINEERING, INC.Boring No. PZ-42
Client Reference JOHN'S RIVER LANDFILL- BURKE CO. Depth (ft) 5-7
Project No.2016-605-001 Sample No. 12/16/15
Lab ID 2016-605-001-002 Soil Color RED
Elapsed R Temp.Composite R N K Diameter N'
Time Measured (
o C )Correction Corrected ( % ) Factor ( mm ) ( % )
(min)
0NANANANANANANANA
2 14.0 21.4 4.75 9.2 18.3 0.01314 0.0348 14.2
5 12.0 21.4 4.75 7.2 14.3 0.01314 0.0223 11.1
15 11.0 21.4 4.75 6.2 12.4 0.01314 0.0129 9.6
30 9.0 21.4 4.75 4.2 8.4 0.01314 0.0092 6.5
60 8.0 21.4 4.75 3.2 6.4 0.01314 0.0066 5.0
250 6.5 21.2 4.82 1.7 3.3 0.01318 0.0033 2.6
1440 6.0 21.1 4.85 1.2 2.3 0.01319 0.0014 1.8
Soil Specimen Data Other Corrections
Wgt. of Dry Material (g)49.85 Hygroscopic Moisture Factor 0.997
Weight of Deflocculant (g)5.0
a - Factor 0.986
Percent Finer than # 10 77.66
Specific Gravity 2.72 Measured
Notes:
Tested By TB Date 1/13/16 Checked By GEM Date 1/18/16
page 4 of 4 DCN: CT-S3OR DATE: 7/26/13 REVISION: 8 T:\2016 PROJECTS\2016-605 JOYCE ENG - JOHNS RIVER LF\[2016-605-001-002 SIEVEHYD10.xls]Sheet1

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PERMEABILITY TEST
ASTM D 5084-10
Client JOYCE ENGINEERING, INC. Boring No. PZ-42
Client Project John's River Landfill - Burke Co. Depth (ft.) 5-7
Project No. 2016-605-001 Sample No. 12/16/15
Lab ID No. 2016-605-001-002
AVERAGE PERMEABILITY = 6.2E-05 cm/sec @ 20oC
AVERAGE PERMEABILITY = 6.2E-07 m/sec @ 20oC
Tested By:AF Date: 1/11/16 Checked By: GEM Date: 1/14/16
Page 1 of 3 DCN: CT-22 DATE: 2/2/10 REVISION: 9016 PROJECTS\2016-605 JOYCE ENG - JOHNS RIVER LF\[2016-605-001-002 PERMflow.xlsm]Sheet1
0.0
2.0
4.0
6.0
8.0
10.0
12.0
14.0
16.0
18.0
20.0
0.00 0.02 0.04 0.06 0.08 0.10 0.12 0.14
TO
T
A
L

F
L
O
W
,

c
m
3
ELAPSED TIME, hrs
TOTAL FLOW vs. ELAPSED TIME
INFLOW OUTFLOW
1.0E-08
1.0E-07
1.0E-06
1.0E-05
1.0E-04
1.0E-03
0.000 0.010 0.020 0.030 0.040 0.050 0.060 0.070 0.080 0.090 0.100
PE
R
M
E
A
B
I
L
I
T
Y
,

c
m
/
s
e
c
PORE VOLUMES EXCHANGED
PORE VOLUMES EXCHANGED vs. PERMEABILITY

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PERMEABILITY TEST
ASTM D 5084-10
Client JOYCE ENGINEERING, INC. Boring No. PZ-42
Client Project John's River Landfill - Burke Co. Depth (ft.) 5-7
Project No. 2016-605-001 Sample No. 12/16/15
Lab ID No. 2016-605-001-002
Specific Gravity 2.72 Measured
Sample Condition Undisturbed
Visual Description: RED SANDY SILT
MOISTURE CONTENT:BEFORE TEST AFTER TEST
Tare Number 806 802
Wt. of Tare & WS (gm.) 287.88 443.78
Wt. of Tare & DS (gm.) 270.55 336.57
Wt. of Tare (gm.) 100.01 101.62
Wt. of Water (gm.) 17.33 107.21
Wt. of DS (gm.) 170.54 234.95
Moisture Content (%)10.2 45.6
SPECIMEN:BEFORE TEST AFTER TEST
Wt. of Tube & WS (gm.) 539.57 NA
Wt. of Tube (gm.) 0.00 NA
Wt. of WS (calc.)(gm.) 539.57 713.30
Length 1 (in.) 3.618 3.595
Length 2 (in.) 3.605 3.578
Length 3 (in.) 3.620 3.562
Top Diameter (in.) 2.866 2.845
Middle Diameter (in.) 2.865 2.835
Bottom Diameter (in.) 2.845 2.842
Average Length (in.) 3.61 3.58
Average Area (in.2 )6.42 6.34
Sample Volume (cm3 )380.14 371.63
Unit Wet Wt. (gm./ cm 3 )1.42 1.92
Unit Wet Wt. (pcf ) 88.6 119.8
Unit Dry Wt. (pcf ) 80.4 82.3
Unit Dry Wt. (gm./ cm3 )1.29 1.32
Void Ratio, e 1.11 1.06
Porosity, n 0.53 0.52
Pore Volume (cm3 )200.1 191.6
Total Wgt. Of Sample After Test 633.29
Tested By:AF Date: 1/11/16 Checked By: GEM Date: 1/14/16
Page 2 of 3 DCN: CT-22 DATE: 2/2/10 REVISION: 9T:\2016 PROJECTS\2016-605 JOYCE ENG - JOHNS RIVER LF\[2016-605-001-002 PERMflow.xlsm]Sheet1

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PERMEABILITY TEST
ASTM D 5084-10
Client JOYCE ENGINEERING, INC. Boring No. PZ-42
Client Project John's River Landfill - Burke Co. Depth (ft.) 5-7
Project No. 2016-605-001 Sample No. 12/16/15
Lab ID No. 2016-605-001-002
Pressure Heads (Constant) Final Sample Dimensions
Top Cap (psi) 69.0 Sample Length (cm), L 9.09
Bottom Cap (psi) 71.0 Sample Diameter (cm) 7.22
Cell (psi) 80.0 Sample Area (cm2 ), A 40.89
Total Pressure Head (cm) 140.6 Inflow Burette Area (cm2 ), a-in 0.880
Hydraulic Gradient 15.47 Outflow Burette Area (cm2 ), a-out 0.865
B Parameter (%) 95
AVERAGE PERMEABILITY = 6.2E-05 cm/sec @ 20oC
AVERAGE PERMEABILITY = 6.2E-07 m/sec @ 20oC
DATE TIME ELAPSED TOTAL TOTAL TOTAL FLOW TEMP. INCREMENTAL
TIME INFLOW OUTFLOW HEAD PERMEABILITY
t h ( 0 flow ) @ 20oC
(mm/dd/yy) (hr) (min) (hr)(cm3)(cm3)(cm) ( 1 stop )( oC)(cm/sec)
1/13/16 9 7 0.00 0.0 0.0 163.7 0 21.1 NA
1/13/16 9 8 0.02 2.9 2.9 157.3 0 21.1 6.3E-05
1/13/16 9 11 0.07 10.6 10.9 139.9 0 21.1 6.2E-05
1/13/16 9 12 0.08 13.0 13.3 134.5 0 21.1 6.1E-05
1/13/16 9 13 0.10 15.3 15.7 129.3 0 21.1 6.2E-05
1/13/16 9 14 0.12 17.6 17.9 124.4 1 21.1 6.1E-05
Tested By:AF Date: 1/11/16 Checked By: GEM Date: 1/14/16
Page 3 of 3 DCN: CT-22 DATE: 2/2/10 REVISION: 9T:\2016 PROJECTS\2016-605 JOYCE ENG - JOHNS RIVER LF\[2016-605-001-002 PERMflow.xlsm]Sheet1

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SPECIFIC GRAVITY
ASTM D 854-10
Client JOYCE ENGINEERING, INC. Boring No.PZ-42
Client Reference JOHN'S RIVER LANDFILL- BURKE CO.Depth (ft)8-10
Project No.2016-605-001 Sample No. 12/16/15
Lab ID 2016-605-001-003 Visual Description RED
( MInus No.4 sieve material, airdried)
Replicate Number 1 2
Pycnometer ID R 347 R 445
Weight of Pycnometer + Soil + Water (gm)691.31 704.69
Temperature, T ( oCelsius )22.8 22.8
Weight of Pycnometer + Water (gm) 669.36 663.00
Tare Number 347 445
Weight of Tare + Dry Soil (gm) 206.53 232.3
Weight of Tare (gm) 170.73 164.56
Weight of Dry Soil (gm) 35.80 67.74
Specific Gravity of Soil @ T 2.584 2.601
Specific Gravity of Water @ T 0.9976 0.9976
Conversion Factor for Temperature T 0.9994 0.9994
Specific Gravity @ 20o Celsius 2.586 2.602
Average Specific Gravity @ 20o Celsius 2.59
Tested By BW Date 1/18/16 Checked By GEM Date 1/18/16
DCN: CT-S5 Date: 03/24/05 Revision: 10R T:\Data Sheets\[Specific Gravity Soils 1Ral..xls]Sheet1

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Client JOYCE ENGINEERING, INC.Boring No. PZ-42
Client Project JOHN'S RIVER LANDFILL- BURKE CO. Depth (ft.) 8-10
Project No. 2016-605-001 Sample No. 12/16/15
Lab ID No. 2016-605-001-003
Specific Gravity 2.59 Measured
Visual Description:RED
MOISTURE CONTENT:
TB-05
Tare Number 348.90
Wt. of Tare & WS (gm.)316.32
Wt. of Tare & DS (gm.)134.84
Wt. of Tare (gm.)32.58
Wt. of Water (gm.)181.48
Wt. of DS (gm.)
18.0
Moisture Content (%)
SPECIMEN:Undisturbed
Wt. of Mold/Tube & WS (gm.) 1529.57
Wt. of Mold/Tube (gm.)438.91
Wt. of WS (gm.)1090.66
Length 1 (in.)6.055
Length 2 (in.)6.013
Length 3 (in.)6.058
Top Diameter (in.)2.815
Middle Diameter (in.)2.823
Bottom Diameter (in.)2.827
Average Length (in.)6.04
Average Area (in.2 )6.25
Sample Volume (cm3 )619.13
Unit Wet Wt. (gm./ cm 3 )1.76
Unit Wet Wt. (pcf ) 110.0
Unit Dry Wt. (pcf ) 93.2
Unit Dry Wt. (gm./ cm 3 )1.49
Void Ratio, e 0.73
Porosity, n 0.42
Pore Volume (cm3 )262.1
Tested By: EL Date: 1/11/16 Checked By: GEM Date: 1/18/16
DCN: CT-S37A DATE: 2-20-04 REVISION:1 T:\2016 PROJECTS\2016-605 JOYCE ENG - JOHNS RIVER LF\[2016-605-001-003 UnitWgt,Porosity.xls]Sheet1
UNIT WEIGHT WITH POROSITY
ASTM D2937-10

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

ATTERBERG LIMIT
ASTM D 4318-10
Client JOYCE ENGINEERING, INC. Boring No.PZ-42
Client Reference JOHN'S RIVER LANDFILL- BURKE CO.Depth (ft)8-10
Project No.2016-605-001 Sample No. 12/16/15
Lab ID 2016-605-001-003 Visual Description RED
( MInus No. 40 sieve material, Wet Method)
NON - PLASTIC
MATERIAL
Tested By TB Date 1/13/16 Checked By GEM Date 1/13/16
page 1 of 1 DCN: CT-S4C DATE: 7-11-97 REVISION : 2 T:\2016 PROJECTS\2016-605 JOYCE ENG - JOHNS RIVER LF\[2016-605-001-002 Limit-(NP).xls]Sheet1

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
SIEVE ANALYSIS
ASTM D 422-63 (2007)
Client: JOYCE ENGINEERING, INC. Boring No.: PZ-42
Client Reference: JOHN'S RIVER LANDFILL-BURKE CO. Depth (ft): 8-10
Project No.: 2016-605-001 Sample No.: 12/16/15
Lab ID: 2016-605-001-003 Soil Color: RED
SIEVE ANALYSIS HYDROMETER
USCS gravel sand silt and clay
USCS Symbol: ML, TESTED
USCS Classification:SANDY SILT
Tested By AMS Date 1/13/16 Checked By GEM Date 1/14/16
page 1 of 2 DCN: CT-S3C DATE 3/20/13 REVISION: 3
0
10
20
30
40
50
60
70
80
90
100
0.0010.010.11101001000
Pe
r
c
e
n
t

F
i
n
e
r

B
y

W
e
i
g
h
t

(
%
)
Particle Diameter (mm)
12"6" 3" 3/4" 3/8" #4 #10 #20 #40 #140 #200

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
WASH SIEVE ANALYSIS
ASTM D 422-63 (2007)
Client:JOYCE ENGINEERING, INC.Boring No.:PZ-42
Client Reference: JOHN'S RIVER LANDFILL-BURKE CO. Depth (ft):8-10
Project No.: 2016-605-001 Sample No.: 12/16/15
Lab ID: 2016-605-001-003 Soil Color:RED
Moisture Content of Passing 3/4" Sample Water Content of Retained 3/4" Sample
Tare No.826 Tare No.NA
Wt. of Tare & Wet Sample (g) 361.85 Weight of Tare & Wet Sample (g)NA
Wt. of Tare & Dry Sample (g) 327.37 Weight of Tare & Dry Sample (g)NA
Weight of Tare (g)133.78 Weight of Tare (g)NA
Weight of Water (g)34.48 Weight of Water (g)NA
Weight of Dry Sample (g) 193.59 Weight of Dry Sample (g)NA
Moisture Content (%)17.8 Moisture Content (%)NA
Wet Weight of -3/4" Sample (g) NA Weight of the Dry Sample (g)193.59
Dry Weight of - 3/4" Sample (g) 177.6 Weight of - #200 Sample (g)16.01
Wet Weight of +3/4" Sample (g) NA Weight of + #200 Sample (g)177.58
Dry Weight of + 3/4" Sample (g) 0.00
Total Dry Weight of Sample (g) NA
Sieve Sieve Weight of Soil Percent Accumulated Percent Accumulated
Size Opening Retained Retained Percent Finer Percent
Retained Finer
(mm)(g)(%) (%)(%) (%)
12" 300 0.00 0.00 0.00 100.00 100.00
6" 150 0.00 0.00 0.00 100.00 100.00
3" 75 0.00 0.00 0.00 100.00 100.00
2" 50 0.00 0.00 0.00 100.00 100.00
1 1/2" 37.5 0.00 0.00 0.00 100.00 100.00
1" 25.0 0.00 0.00 0.00 100.00 100.00
3/4" 19.0 0.00 0.00 0.00 100.00 100.00
1/2" 12.50 0.00 0.00 0.00 100.00 100.00
3/8" 9.50 0.00 0.00 0.00 100.00 100.00
#4 4.75 8.38 4.33 4.33 95.67 95.67
#10 2.00 40.38 20.86 25.19 74.81 74.81
#20 0.850 60.47 31.24 56.42 43.58 43.58
#40 0.425 29.60 15.29 71.71 28.29 28.29
#60 0.250 16.16 8.35 80.06 19.94 19.94
#140 0.106 17.80 9.19 89.26 10.74 10.74
#200 0.075 4.79 2.47 91.73 8.27 8.27
Pan -16.01 8.27 100.00 --
Tested By AMS Date 1/13/16 Checked By GEM Date 1/14/16
page 2 of 2 DCN: CT-S3C DATE 3/20/13 REVISION: 3

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
MOISTURE DENSITY RELATIONSHIP
ASTM D698-12
Client:JOYCE ENGINEERING, INC.Boring No.: PZ-42
Client Reference: JOHN'S RIVER LANDFILL- BURKE CO. Depth (ft): 5-7
Project No.:2016-605-0001 Sample No.: 12/16/15
Lab ID:2016-605-001-004 Test Method STANDARD
Visual Description: BROWN CLAYEY SILT
Optimum Water Content 16.3
Maximum Dry Density 109.1
Tested By EL Date 1/12/16 Checked By GEM Date 1/13/16
page 1 of 2 DCN:CT-S12 DATE:5/1/13 REVISION: 14
90
95
100
105
110
115
0 5 10 15 20 25 30
De
n
s
i
t
y

(
p
c
f
)
Water Content (%)
Specific Gravity 2.70
Assumed

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
MOISTURE - DENSITY RELATIONSHIP
ASTM D698-12
Client:JOYCE ENGINEERING, INC.Boring No.: PZ-42
Client Reference: JOHN'S RIVER LANDFILL- BURKE CO. Depth (ft): 5-7
Project No.:2016-605-0001 Sample No.: 12/16/15
Lab ID:2016-605-001-004
Visual Description: BROWN CLAYEY SILT
Total Weight of the Sample (g) 16000 Test Type STANDARD
As Received Water Content (%) NA Rammer Weight (lb)5.5
Assumed Specific Gravity 2.70 Rammer Drop (in)12
Rammer Type MECHANICAL
Percent Retained on 3/4" NA Machine ID R 174
Percent Retained on 3/8" NA Mold ID R 461
Percent Retained on #4 NA Mold diameter 4"
Oversize Material Not included Weight of the Mold (g)4168
Procedure Used A Volume of the Mold (cm3)942
Mold / Specimen
Point No.123 4 5
Wt. of Mold & Wet Sample (g) 5974 6066 6094 6043 5999
Wt.of Mold (g) 4168 4168 4168 4168 4168
Wt. of Wet Sample (g) 1806 1898 1926 1875 1831
Mold Volume (cm3)942 942 942 942 942
Moisture Content / Density
Tare Number 307 398 866 368 310
Wt. of Tare & Wet Sample (g) 558.40 479.60 521.70 566.40 545.80
Wt. of Tare & Dry Sample (g) 508.00 426.70 456.60 485.70 459.50
Wt. of Tare (g)109.70 84.20 86.60 110.90 111.80
Wt. of Water (g)50.40 52.90 65.10 80.70 86.30
Wt. of Dry Sample (g)398.30 342.50 370.00 374.80 347.70
Wet Density (g/cm3)1.92 2.02 2.04 1.99 1.94
Wet Density (pcf) 119.7 125.7 127.6 124.2 121.3
Moisture Content (%) 12.7 15.4 17.6 21.5 24.8
Dry Density (pcf) 106.2 108.9 108.5 102.2 97.2
Zero Air Voids
Moisture Content (%)19.0 24.0 28.0
Dry Unit Weight (pcf)111.4 102.2 95.9
Tested By EL Date 1/12/16 Checked By GEM Date 1/13/16
page 2 of 2 DCN:CT-S12 DATE:5/1/13 REVISION: 14 PROCTOR.xls

Appendix C

Slug Test Analyses
(January 2016)

John's River LF
1/28/2016
Burke Co. JR Design Hydrogeo 2016
Site Name:John's River LF
Location:Phase 4
Test Date:1/12/2016
Client:Burke County
Project Number:277.1602.12
Well Label:PZ-41 Rising Head 2
Aquifer Thickness:30. feet
Screen Length:20. feet
Casing Radius:8.3e-002 feet
Effective Radius:0.25 feet
Gravel Pack Porosity:30. %
Corrected Casing Radius:0.1535 feet
Static Water Level:0. feet
Water Table to Screen Bottom:15.5 feet
Anisotropy Ratio:1.
Time Adjustment:55.8 Seconds
Test starts with trial 2
There are 955 time and drawdown measurements
Maximum head is 2.53 feet
Minimum head is 0. feet
Trial Time Adjusted Time Drawdown Head Head Ratio
(minutes)(minutes)(feet)(feet)
1 0.-0.93 0.0.0.
2 3.e-002 -0.9 0.81 0.81 0.3202
3 7.e-002 -0.86 2.53 2.53 1.
4 0.1 -0.83 2.2.0.7905
5 0.13 -0.8 1.58 1.58 0.6245
6 0.17 -0.76 1.27 1.27 0.502
7 0.2 -0.73 0.95 0.95 0.3755
8 0.23 -0.7 0.85 0.85 0.336
9 0.27 -0.66 0.77 0.77 0.3043
10 0.3 -0.63 0.71 0.71 0.2806
11 0.33 -0.6 0.72 0.72 0.2846
12 0.37 -0.56 0.67 0.67 0.2648
13 0.4 -0.53 0.62 0.62 0.2451
14 0.43 -0.5 0.61 0.61 0.2411
15 0.47 -0.46 0.63 0.63 0.249
16 0.5 -0.43 0.61 0.61 0.2411
17 0.53 -0.4 0.59 0.59 0.2332
18 0.57 -0.36 0.57 0.57 0.2253
19 0.6 -0.33 0.57 0.57 0.2253
20 0.63 -0.3 0.57 0.57 0.2253
21 0.67 -0.26 0.55 0.55 0.2174
22 0.7 -0.23 0.55 0.55 0.2174
23 0.73 -0.2 0.54 0.54 0.2134
24 0.77 -0.16 0.54 0.54 0.2134
25 0.8 -0.13 0.54 0.54 0.2134
26 0.83 -0.1 0.52 0.52 0.2055
27 0.87 -6.e-002 0.52 0.52 0.2055
28 0.9 -3.e-002 0.52 0.52 0.2055
29 0.93 0.0.52 0.52 0.2055
30 0.97 4.e-002 0.51 0.51 0.2016
31 1.7.e-002 0.51 0.51 0.2016
32 1.03 0.1 0.51 0.51 0.2016
John's River LF
1/28/2016
33 1.07 0.14 0.5 0.5 0.1976
34 1.1 0.17 0.49 0.49 0.1937
35 1.13 0.2 0.49 0.49 0.1937
36 1.17 0.24 0.48 0.48 0.1897
37 1.2 0.27 0.48 0.48 0.1897
38 1.23 0.3 0.49 0.49 0.1937
39 1.27 0.34 0.48 0.48 0.1897
40 1.3 0.37 0.47 0.47 0.1858
41 1.33 0.4 0.46 0.46 0.1818
42 1.37 0.44 0.46 0.46 0.1818
43 1.4 0.47 0.46 0.46 0.1818
44 1.43 0.5 0.46 0.46 0.1818
45 1.47 0.54 0.46 0.46 0.1818
46 1.5 0.57 0.46 0.46 0.1818
47 1.53 0.6 0.47 0.47 0.1858
48 1.57 0.64 0.45 0.45 0.1779
49 1.6 0.67 0.45 0.45 0.1779
50 1.63 0.7 0.45 0.45 0.1779
51 1.67 0.74 0.44 0.44 0.1739
52 1.7 0.77 0.45 0.45 0.1779
53 1.73 0.8 0.44 0.44 0.1739
54 1.77 0.84 0.44 0.44 0.1739
55 1.8 0.87 0.43 0.43 0.17
56 1.83 0.9 0.43 0.43 0.17
57 1.87 0.94 0.43 0.43 0.17
58 1.9 0.97 0.42 0.42 0.166
59 1.93 1.0.41 0.41 0.1621
60 1.97 1.04 0.42 0.42 0.166
61 2.1.07 0.41 0.41 0.1621
62 2.03 1.1 0.42 0.42 0.166
63 2.07 1.14 0.4 0.4 0.1581
64 2.1 1.17 0.4 0.4 0.1581
65 2.13 1.2 0.4 0.4 0.1581
66 2.17 1.24 0.41 0.41 0.1621
67 2.2 1.27 0.41 0.41 0.1621
68 2.23 1.3 0.4 0.4 0.1581
69 2.27 1.34 0.4 0.4 0.1581
70 2.3 1.37 0.41 0.41 0.1621
71 2.33 1.4 0.4 0.4 0.1581
72 2.37 1.44 0.39 0.39 0.1542
73 2.4 1.47 0.39 0.39 0.1542
74 2.43 1.5 0.39 0.39 0.1542
75 2.47 1.54 0.39 0.39 0.1542
76 2.5 1.57 0.39 0.39 0.1542
77 2.53 1.6 0.39 0.39 0.1542
78 2.57 1.64 0.37 0.37 0.1462
79 2.6 1.67 0.37 0.37 0.1462
80 2.63 1.7 0.37 0.37 0.1462
81 2.67 1.74 0.37 0.37 0.1462
82 2.7 1.77 0.38 0.38 0.1502
83 2.73 1.8 0.39 0.39 0.1542
84 2.77 1.84 0.38 0.38 0.1502
85 2.8 1.87 0.37 0.37 0.1462
86 2.83 1.9 0.36 0.36 0.1423
87 2.87 1.94 0.37 0.37 0.1462
88 2.9 1.97 0.37 0.37 0.1462
89 2.93 2.0.36 0.36 0.1423
John's River LF
1/28/2016
90 2.97 2.04 0.37 0.37 0.1462
91 3.2.07 0.37 0.37 0.1462
92 3.03 2.1 0.36 0.36 0.1423
93 3.07 2.14 0.36 0.36 0.1423
94 3.1 2.17 0.36 0.36 0.1423
95 3.13 2.2 0.36 0.36 0.1423
96 3.17 2.24 0.36 0.36 0.1423
97 3.2 2.27 0.35 0.35 0.1383
98 3.23 2.3 0.35 0.35 0.1383
99 3.27 2.34 0.35 0.35 0.1383
100 3.3 2.37 0.35 0.35 0.1383
101 3.33 2.4 0.35 0.35 0.1383
102 3.37 2.44 0.35 0.35 0.1383
103 3.4 2.47 0.34 0.34 0.1344
104 3.43 2.5 0.35 0.35 0.1383
105 3.47 2.54 0.35 0.35 0.1383
106 3.5 2.57 0.34 0.34 0.1344
107 3.53 2.6 0.34 0.34 0.1344
108 3.57 2.64 0.34 0.34 0.1344
109 3.6 2.67 0.33 0.33 0.1304
110 3.63 2.7 0.33 0.33 0.1304
111 3.67 2.74 0.35 0.35 0.1383
112 3.7 2.77 0.34 0.34 0.1344
113 3.73 2.8 0.33 0.33 0.1304
114 3.77 2.84 0.33 0.33 0.1304
115 3.8 2.87 0.33 0.33 0.1304
116 3.83 2.9 0.32 0.32 0.1265
117 3.87 2.94 0.33 0.33 0.1304
118 3.9 2.97 0.32 0.32 0.1265
119 3.93 3.0.32 0.32 0.1265
120 3.97 3.04 0.33 0.33 0.1304
121 4.3.07 0.32 0.32 0.1265
122 4.03 3.1 0.32 0.32 0.1265
123 4.07 3.14 0.32 0.32 0.1265
124 4.1 3.17 0.31 0.31 0.1225
125 4.13 3.2 0.33 0.33 0.1304
126 4.17 3.24 0.31 0.31 0.1225
127 4.2 3.27 0.31 0.31 0.1225
128 4.23 3.3 0.31 0.31 0.1225
129 4.27 3.34 0.31 0.31 0.1225
130 4.3 3.37 0.3 0.3 0.1186
131 4.33 3.4 0.31 0.31 0.1225
132 4.37 3.44 0.31 0.31 0.1225
133 4.4 3.47 0.29 0.29 0.1146
134 4.43 3.5 0.31 0.31 0.1225
135 4.47 3.54 0.31 0.31 0.1225
136 4.5 3.57 0.3 0.3 0.1186
137 4.53 3.6 0.3 0.3 0.1186
138 4.57 3.64 0.31 0.31 0.1225
139 4.6 3.67 0.3 0.3 0.1186
140 4.63 3.7 0.31 0.31 0.1225
141 4.67 3.74 0.29 0.29 0.1146
142 4.7 3.77 0.29 0.29 0.1146
143 4.73 3.8 0.3 0.3 0.1186
144 4.77 3.84 0.29 0.29 0.1146
145 4.8 3.87 0.29 0.29 0.1146
146 4.83 3.9 0.29 0.29 0.1146
John's River LF
1/28/2016
147 4.87 3.94 0.29 0.29 0.1146
148 4.9 3.97 0.29 0.29 0.1146
149 4.93 4.0.29 0.29 0.1146
150 4.97 4.04 0.28 0.28 0.1107
151 5.4.07 0.29 0.29 0.1146
152 5.03 4.1 0.3 0.3 0.1186
153 5.07 4.14 0.29 0.29 0.1146
154 5.1 4.17 0.29 0.29 0.1146
155 5.13 4.2 0.28 0.28 0.1107
156 5.17 4.24 0.28 0.28 0.1107
157 5.2 4.27 0.28 0.28 0.1107
158 5.23 4.3 0.29 0.29 0.1146
159 5.27 4.34 0.28 0.28 0.1107
160 5.3 4.37 0.28 0.28 0.1107
161 5.33 4.4 0.27 0.27 0.1067
162 5.37 4.44 0.27 0.27 0.1067
163 5.4 4.47 0.28 0.28 0.1107
164 5.43 4.5 0.27 0.27 0.1067
165 5.47 4.54 0.29 0.29 0.1146
166 5.5 4.57 0.28 0.28 0.1107
167 5.53 4.6 0.27 0.27 0.1067
168 5.57 4.64 0.27 0.27 0.1067
169 5.6 4.67 0.28 0.28 0.1107
170 5.63 4.7 0.27 0.27 0.1067
171 5.67 4.74 0.27 0.27 0.1067
172 5.7 4.77 0.28 0.28 0.1107
173 5.73 4.8 0.26 0.26 0.1028
174 5.77 4.84 0.27 0.27 0.1067
175 5.8 4.87 0.27 0.27 0.1067
176 5.83 4.9 0.27 0.27 0.1067
177 5.87 4.94 0.26 0.26 0.1028
178 5.9 4.97 0.27 0.27 0.1067
179 5.93 5.0.26 0.26 0.1028
180 5.97 5.04 0.26 0.26 0.1028
181 6.5.07 0.26 0.26 0.1028
182 6.03 5.1 0.26 0.26 0.1028
183 6.07 5.14 0.25 0.25 9.881e-002
184 6.1 5.17 0.26 0.26 0.1028
185 6.13 5.2 0.26 0.26 0.1028
186 6.17 5.24 0.26 0.26 0.1028
187 6.2 5.27 0.26 0.26 0.1028
188 6.23 5.3 0.25 0.25 9.881e-002
189 6.27 5.34 0.25 0.25 9.881e-002
190 6.3 5.37 0.25 0.25 9.881e-002
191 6.33 5.4 0.26 0.26 0.1028
192 6.37 5.44 0.25 0.25 9.881e-002
193 6.4 5.47 0.26 0.26 0.1028
194 6.43 5.5 0.24 0.24 9.486e-002
195 6.47 5.54 0.25 0.25 9.881e-002
196 6.5 5.57 0.25 0.25 9.881e-002
197 6.53 5.6 0.25 0.25 9.881e-002
198 6.57 5.64 0.24 0.24 9.486e-002
199 6.6 5.67 0.24 0.24 9.486e-002
200 6.63 5.7 0.24 0.24 9.486e-002
201 6.67 5.74 0.24 0.24 9.486e-002
202 6.7 5.77 0.24 0.24 9.486e-002
203 6.73 5.8 0.25 0.25 9.881e-002
John's River LF
1/28/2016
204 6.77 5.84 0.24 0.24 9.486e-002
205 6.8 5.87 0.24 0.24 9.486e-002
206 6.83 5.9 0.24 0.24 9.486e-002
207 6.87 5.94 0.24 0.24 9.486e-002
208 6.9 5.97 0.23 0.23 9.091e-002
209 6.93 6.0.24 0.24 9.486e-002
210 6.97 6.04 0.24 0.24 9.486e-002
211 7.6.07 0.23 0.23 9.091e-002
212 7.03 6.1 0.23 0.23 9.091e-002
213 7.07 6.14 0.23 0.23 9.091e-002
214 7.1 6.17 0.23 0.23 9.091e-002
215 7.13 6.2 0.24 0.24 9.486e-002
216 7.17 6.24 0.23 0.23 9.091e-002
217 7.2 6.27 0.22 0.22 8.696e-002
218 7.23 6.3 0.23 0.23 9.091e-002
219 7.27 6.34 0.23 0.23 9.091e-002
220 7.3 6.37 0.22 0.22 8.696e-002
221 7.33 6.4 0.22 0.22 8.696e-002
222 7.37 6.44 0.23 0.23 9.091e-002
223 7.4 6.47 0.23 0.23 9.091e-002
224 7.43 6.5 0.23 0.23 9.091e-002
225 7.47 6.54 0.23 0.23 9.091e-002
226 7.5 6.57 0.23 0.23 9.091e-002
227 7.53 6.6 0.22 0.22 8.696e-002
228 7.57 6.64 0.22 0.22 8.696e-002
229 7.6 6.67 0.22 0.22 8.696e-002
230 7.63 6.7 0.21 0.21 8.3e-002
231 7.67 6.74 0.22 0.22 8.696e-002
232 7.7 6.77 0.23 0.23 9.091e-002
233 7.73 6.8 0.22 0.22 8.696e-002
234 7.77 6.84 0.21 0.21 8.3e-002
235 7.8 6.87 0.22 0.22 8.696e-002
236 7.83 6.9 0.22 0.22 8.696e-002
237 7.87 6.94 0.23 0.23 9.091e-002
238 7.9 6.97 0.22 0.22 8.696e-002
239 7.93 7.0.21 0.21 8.3e-002
240 7.97 7.04 0.22 0.22 8.696e-002
241 8.7.07 0.21 0.21 8.3e-002
242 8.03 7.1 0.2 0.2 7.905e-002
243 8.07 7.14 0.21 0.21 8.3e-002
244 8.1 7.17 0.21 0.21 8.3e-002
245 8.13 7.2 0.21 0.21 8.3e-002
246 8.17 7.24 0.2 0.2 7.905e-002
247 8.2 7.27 0.21 0.21 8.3e-002
248 8.23 7.3 0.21 0.21 8.3e-002
249 8.27 7.34 0.21 0.21 8.3e-002
250 8.3 7.37 0.21 0.21 8.3e-002
251 8.33 7.4 0.2 0.2 7.905e-002
252 8.37 7.44 0.21 0.21 8.3e-002
253 8.4 7.47 0.21 0.21 8.3e-002
254 8.43 7.5 0.21 0.21 8.3e-002
255 8.47 7.54 0.21 0.21 8.3e-002
256 8.5 7.57 0.2 0.2 7.905e-002
257 8.53 7.6 0.2 0.2 7.905e-002
258 8.57 7.64 0.2 0.2 7.905e-002
259 8.6 7.67 0.21 0.21 8.3e-002
260 8.63 7.7 0.21 0.21 8.3e-002
John's River LF
1/28/2016
261 8.67 7.74 0.2 0.2 7.905e-002
262 8.7 7.77 0.2 0.2 7.905e-002
263 8.73 7.8 0.19 0.19 7.51e-002
264 8.77 7.84 0.2 0.2 7.905e-002
265 8.8 7.87 0.19 0.19 7.51e-002
266 8.83 7.9 0.19 0.19 7.51e-002
267 8.87 7.94 0.19 0.19 7.51e-002
268 8.9 7.97 0.19 0.19 7.51e-002
269 8.93 8.0.2 0.2 7.905e-002
270 8.97 8.04 0.2 0.2 7.905e-002
271 9.8.07 0.2 0.2 7.905e-002
272 9.03 8.1 0.21 0.21 8.3e-002
273 9.07 8.14 0.19 0.19 7.51e-002
274 9.1 8.17 0.19 0.19 7.51e-002
275 9.13 8.2 0.2 0.2 7.905e-002
276 9.17 8.24 0.2 0.2 7.905e-002
277 9.2 8.27 0.19 0.19 7.51e-002
278 9.23 8.3 0.19 0.19 7.51e-002
279 9.27 8.34 0.19 0.19 7.51e-002
280 9.3 8.37 0.19 0.19 7.51e-002
281 9.33 8.4 0.18 0.18 7.115e-002
282 9.37 8.44 0.18 0.18 7.115e-002
283 9.4 8.47 0.19 0.19 7.51e-002
284 9.43 8.5 0.18 0.18 7.115e-002
285 9.47 8.54 0.18 0.18 7.115e-002
286 9.5 8.57 0.18 0.18 7.115e-002
287 9.53 8.6 0.19 0.19 7.51e-002
288 9.57 8.64 0.19 0.19 7.51e-002
289 9.6 8.67 0.18 0.18 7.115e-002
290 9.63 8.7 0.18 0.18 7.115e-002
291 9.67 8.74 0.18 0.18 7.115e-002
292 9.7 8.77 0.18 0.18 7.115e-002
293 9.73 8.8 0.19 0.19 7.51e-002
294 9.77 8.84 0.18 0.18 7.115e-002
295 9.8 8.87 0.19 0.19 7.51e-002
296 9.83 8.9 0.19 0.19 7.51e-002
297 9.87 8.94 0.18 0.18 7.115e-002
298 9.9 8.97 0.18 0.18 7.115e-002
299 9.93 9.0.18 0.18 7.115e-002
300 9.97 9.04 0.17 0.17 6.719e-002
301 10.9.07 0.17 0.17 6.719e-002
302 10.03 9.1 0.18 0.18 7.115e-002
303 10.07 9.14 0.18 0.18 7.115e-002
304 10.1 9.17 0.18 0.18 7.115e-002
305 10.13 9.2 0.17 0.17 6.719e-002
306 10.17 9.24 0.18 0.18 7.115e-002
307 10.2 9.27 0.18 0.18 7.115e-002
308 10.23 9.3 0.17 0.17 6.719e-002
309 10.27 9.34 0.18 0.18 7.115e-002
310 10.3 9.37 0.18 0.18 7.115e-002
311 10.33 9.4 0.17 0.17 6.719e-002
312 10.37 9.44 0.17 0.17 6.719e-002
313 10.4 9.47 0.17 0.17 6.719e-002
314 10.43 9.5 0.17 0.17 6.719e-002
315 10.47 9.54 0.17 0.17 6.719e-002
316 10.5 9.57 0.17 0.17 6.719e-002
317 10.53 9.6 0.17 0.17 6.719e-002
John's River LF
1/28/2016
318 10.57 9.64 0.17 0.17 6.719e-002
319 10.6 9.67 0.18 0.18 7.115e-002
320 10.63 9.7 0.16 0.16 6.324e-002
321 10.67 9.74 0.17 0.17 6.719e-002
322 10.7 9.77 0.17 0.17 6.719e-002
323 10.73 9.8 0.17 0.17 6.719e-002
324 10.77 9.84 0.17 0.17 6.719e-002
325 10.8 9.87 0.17 0.17 6.719e-002
326 10.83 9.9 0.17 0.17 6.719e-002
327 10.87 9.94 0.16 0.16 6.324e-002
328 10.9 9.97 0.15 0.15 5.929e-002
329 10.93 10.0.16 0.16 6.324e-002
330 10.97 10.04 0.17 0.17 6.719e-002
331 11.10.07 0.17 0.17 6.719e-002
332 11.03 10.1 0.17 0.17 6.719e-002
333 11.07 10.14 0.15 0.15 5.929e-002
334 11.1 10.17 0.16 0.16 6.324e-002
335 11.13 10.2 0.16 0.16 6.324e-002
336 11.17 10.24 0.16 0.16 6.324e-002
337 11.2 10.27 0.16 0.16 6.324e-002
338 11.23 10.3 0.15 0.15 5.929e-002
339 11.27 10.34 0.17 0.17 6.719e-002
340 11.3 10.37 0.16 0.16 6.324e-002
341 11.33 10.4 0.15 0.15 5.929e-002
342 11.37 10.44 0.16 0.16 6.324e-002
343 11.4 10.47 0.16 0.16 6.324e-002
344 11.43 10.5 0.15 0.15 5.929e-002
345 11.47 10.54 0.16 0.16 6.324e-002
346 11.5 10.57 0.16 0.16 6.324e-002
347 11.53 10.6 0.15 0.15 5.929e-002
348 11.57 10.64 0.15 0.15 5.929e-002
349 11.6 10.67 0.16 0.16 6.324e-002
350 11.63 10.7 0.15 0.15 5.929e-002
351 11.67 10.74 0.16 0.16 6.324e-002
352 11.7 10.77 0.15 0.15 5.929e-002
353 11.73 10.8 0.16 0.16 6.324e-002
354 11.77 10.84 0.15 0.15 5.929e-002
355 11.8 10.87 0.15 0.15 5.929e-002
356 11.83 10.9 0.15 0.15 5.929e-002
357 11.87 10.94 0.15 0.15 5.929e-002
358 11.9 10.97 0.15 0.15 5.929e-002
359 11.93 11.0.15 0.15 5.929e-002
360 11.97 11.04 0.15 0.15 5.929e-002
361 12.11.07 0.15 0.15 5.929e-002
362 12.03 11.1 0.16 0.16 6.324e-002
363 12.07 11.14 0.15 0.15 5.929e-002
364 12.1 11.17 0.14 0.14 5.534e-002
365 12.13 11.2 0.15 0.15 5.929e-002
366 12.17 11.24 0.16 0.16 6.324e-002
367 12.2 11.27 0.16 0.16 6.324e-002
368 12.23 11.3 0.15 0.15 5.929e-002
369 12.27 11.34 0.15 0.15 5.929e-002
370 12.3 11.37 0.15 0.15 5.929e-002
371 12.33 11.4 0.14 0.14 5.534e-002
372 12.37 11.44 0.15 0.15 5.929e-002
373 12.4 11.47 0.16 0.16 6.324e-002
374 12.43 11.5 0.15 0.15 5.929e-002
John's River LF
1/28/2016
375 12.47 11.54 0.14 0.14 5.534e-002
376 12.5 11.57 0.14 0.14 5.534e-002
377 12.53 11.6 0.15 0.15 5.929e-002
378 12.57 11.64 0.14 0.14 5.534e-002
379 12.6 11.67 0.14 0.14 5.534e-002
380 12.63 11.7 0.14 0.14 5.534e-002
381 12.67 11.74 0.13 0.13 5.138e-002
382 12.7 11.77 0.14 0.14 5.534e-002
383 12.73 11.8 0.13 0.13 5.138e-002
384 12.77 11.84 0.14 0.14 5.534e-002
385 12.8 11.87 0.14 0.14 5.534e-002
386 12.83 11.9 0.14 0.14 5.534e-002
387 12.87 11.94 0.14 0.14 5.534e-002
388 12.9 11.97 0.14 0.14 5.534e-002
389 12.93 12.0.13 0.13 5.138e-002
390 12.97 12.04 0.14 0.14 5.534e-002
391 13.12.07 0.13 0.13 5.138e-002
392 13.03 12.1 0.14 0.14 5.534e-002
393 13.07 12.14 0.13 0.13 5.138e-002
394 13.1 12.17 0.14 0.14 5.534e-002
395 13.13 12.2 0.14 0.14 5.534e-002
396 13.17 12.24 0.13 0.13 5.138e-002
397 13.2 12.27 0.14 0.14 5.534e-002
398 13.23 12.3 0.14 0.14 5.534e-002
399 13.27 12.34 0.13 0.13 5.138e-002
400 13.3 12.37 0.13 0.13 5.138e-002
401 13.33 12.4 0.14 0.14 5.534e-002
402 13.37 12.44 0.14 0.14 5.534e-002
403 13.4 12.47 0.14 0.14 5.534e-002
404 13.43 12.5 0.13 0.13 5.138e-002
405 13.47 12.54 0.14 0.14 5.534e-002
406 13.5 12.57 0.13 0.13 5.138e-002
407 13.53 12.6 0.13 0.13 5.138e-002
408 13.57 12.64 0.12 0.12 4.743e-002
409 13.6 12.67 0.12 0.12 4.743e-002
410 13.63 12.7 0.13 0.13 5.138e-002
411 13.67 12.74 0.12 0.12 4.743e-002
412 13.7 12.77 0.12 0.12 4.743e-002
413 13.73 12.8 0.13 0.13 5.138e-002
414 13.77 12.84 0.13 0.13 5.138e-002
415 13.8 12.87 0.13 0.13 5.138e-002
416 13.83 12.9 0.11 0.11 4.348e-002
417 13.87 12.94 0.14 0.14 5.534e-002
418 13.9 12.97 0.13 0.13 5.138e-002
419 13.93 13.0.13 0.13 5.138e-002
420 13.97 13.04 0.13 0.13 5.138e-002
421 14.13.07 0.13 0.13 5.138e-002
422 14.03 13.1 0.13 0.13 5.138e-002
423 14.07 13.14 0.13 0.13 5.138e-002
424 14.1 13.17 0.13 0.13 5.138e-002
425 14.13 13.2 0.12 0.12 4.743e-002
426 14.17 13.24 0.12 0.12 4.743e-002
427 14.2 13.27 0.12 0.12 4.743e-002
428 14.23 13.3 0.13 0.13 5.138e-002
429 14.27 13.34 0.12 0.12 4.743e-002
430 14.3 13.37 0.12 0.12 4.743e-002
431 14.33 13.4 0.13 0.13 5.138e-002
John's River LF
1/28/2016
432 14.37 13.44 0.13 0.13 5.138e-002
433 14.4 13.47 0.13 0.13 5.138e-002
434 14.43 13.5 0.12 0.12 4.743e-002
435 14.47 13.54 0.12 0.12 4.743e-002
436 14.5 13.57 0.13 0.13 5.138e-002
437 14.53 13.6 0.12 0.12 4.743e-002
438 14.57 13.64 0.12 0.12 4.743e-002
439 14.6 13.67 0.12 0.12 4.743e-002
440 14.63 13.7 0.12 0.12 4.743e-002
441 14.67 13.74 0.12 0.12 4.743e-002
442 14.7 13.77 0.11 0.11 4.348e-002
443 14.73 13.8 0.11 0.11 4.348e-002
444 14.77 13.84 0.11 0.11 4.348e-002
445 14.8 13.87 0.11 0.11 4.348e-002
446 14.83 13.9 0.12 0.12 4.743e-002
447 14.87 13.94 0.11 0.11 4.348e-002
448 14.9 13.97 0.11 0.11 4.348e-002
449 14.93 14.0.11 0.11 4.348e-002
450 14.97 14.04 0.12 0.12 4.743e-002
451 15.14.07 0.11 0.11 4.348e-002
452 15.03 14.1 0.12 0.12 4.743e-002
453 15.07 14.14 0.12 0.12 4.743e-002
454 15.1 14.17 0.11 0.11 4.348e-002
455 15.13 14.2 0.11 0.11 4.348e-002
456 15.17 14.24 0.12 0.12 4.743e-002
457 15.2 14.27 0.11 0.11 4.348e-002
458 15.23 14.3 0.12 0.12 4.743e-002
459 15.27 14.34 0.11 0.11 4.348e-002
460 15.3 14.37 0.11 0.11 4.348e-002
461 15.33 14.4 0.12 0.12 4.743e-002
462 15.37 14.44 0.12 0.12 4.743e-002
463 15.4 14.47 0.11 0.11 4.348e-002
464 15.43 14.5 0.11 0.11 4.348e-002
465 15.47 14.54 0.12 0.12 4.743e-002
466 15.5 14.57 0.11 0.11 4.348e-002
467 15.53 14.6 0.1 0.1 3.953e-002
468 15.57 14.64 0.11 0.11 4.348e-002
469 15.6 14.67 0.11 0.11 4.348e-002
470 15.63 14.7 0.11 0.11 4.348e-002
471 15.67 14.74 0.12 0.12 4.743e-002
472 15.7 14.77 0.1 0.1 3.953e-002
473 15.73 14.8 0.11 0.11 4.348e-002
474 15.77 14.84 0.11 0.11 4.348e-002
475 15.8 14.87 0.11 0.11 4.348e-002
476 15.83 14.9 0.11 0.11 4.348e-002
477 15.87 14.94 0.11 0.11 4.348e-002
478 15.9 14.97 0.1 0.1 3.953e-002
479 15.93 15.0.11 0.11 4.348e-002
480 15.97 15.04 0.1 0.1 3.953e-002
481 16.15.07 0.11 0.11 4.348e-002
482 16.03 15.1 0.11 0.11 4.348e-002
483 16.07 15.14 0.11 0.11 4.348e-002
484 16.1 15.17 0.1 0.1 3.953e-002
485 16.13 15.2 0.11 0.11 4.348e-002
486 16.17 15.24 0.11 0.11 4.348e-002
487 16.2 15.27 0.11 0.11 4.348e-002
488 16.23 15.3 0.11 0.11 4.348e-002
John's River LF
1/28/2016
489 16.27 15.34 0.11 0.11 4.348e-002
490 16.3 15.37 0.1 0.1 3.953e-002
491 16.33 15.4 0.11 0.11 4.348e-002
492 16.37 15.44 0.11 0.11 4.348e-002
493 16.4 15.47 0.11 0.11 4.348e-002
494 16.43 15.5 0.1 0.1 3.953e-002
495 16.47 15.54 0.1 0.1 3.953e-002
496 16.5 15.57 0.1 0.1 3.953e-002
497 16.53 15.6 0.11 0.11 4.348e-002
498 16.57 15.64 0.1 0.1 3.953e-002
499 16.6 15.67 0.1 0.1 3.953e-002
500 16.63 15.7 0.11 0.11 4.348e-002
501 16.67 15.74 0.1 0.1 3.953e-002
502 16.7 15.77 0.1 0.1 3.953e-002
503 16.73 15.8 0.1 0.1 3.953e-002
504 16.77 15.84 0.11 0.11 4.348e-002
505 16.8 15.87 0.1 0.1 3.953e-002
506 16.83 15.9 0.1 0.1 3.953e-002
507 16.87 15.94 0.1 0.1 3.953e-002
508 16.9 15.97 0.1 0.1 3.953e-002
509 16.93 16.0.11 0.11 4.348e-002
510 16.97 16.04 9.e-002 9.e-002 3.557e-002
511 17.16.07 0.1 0.1 3.953e-002
512 17.03 16.1 0.11 0.11 4.348e-002
513 17.07 16.14 0.1 0.1 3.953e-002
514 17.1 16.17 0.1 0.1 3.953e-002
515 17.13 16.2 0.11 0.11 4.348e-002
516 17.17 16.24 0.11 0.11 4.348e-002
517 17.2 16.27 0.1 0.1 3.953e-002
518 17.23 16.3 9.e-002 9.e-002 3.557e-002
519 17.27 16.34 0.1 0.1 3.953e-002
520 17.3 16.37 0.1 0.1 3.953e-002
521 17.33 16.4 0.1 0.1 3.953e-002
522 17.37 16.44 9.e-002 9.e-002 3.557e-002
523 17.4 16.47 9.e-002 9.e-002 3.557e-002
524 17.43 16.5 0.1 0.1 3.953e-002
525 17.47 16.54 0.1 0.1 3.953e-002
526 17.5 16.57 0.1 0.1 3.953e-002
527 17.53 16.6 0.1 0.1 3.953e-002
528 17.57 16.64 0.1 0.1 3.953e-002
529 17.6 16.67 9.e-002 9.e-002 3.557e-002
530 17.63 16.7 9.e-002 9.e-002 3.557e-002
531 17.67 16.74 0.1 0.1 3.953e-002
532 17.7 16.77 0.1 0.1 3.953e-002
533 17.73 16.8 0.11 0.11 4.348e-002
534 17.77 16.84 8.e-002 8.e-002 3.162e-002
535 17.8 16.87 0.1 0.1 3.953e-002
536 17.83 16.9 9.e-002 9.e-002 3.557e-002
537 17.87 16.94 9.e-002 9.e-002 3.557e-002
538 17.9 16.97 0.1 0.1 3.953e-002
539 17.93 17.0.1 0.1 3.953e-002
540 17.97 17.04 0.1 0.1 3.953e-002
541 18.17.07 9.e-002 9.e-002 3.557e-002
542 18.03 17.1 9.e-002 9.e-002 3.557e-002
543 18.07 17.14 0.1 0.1 3.953e-002
544 18.1 17.17 9.e-002 9.e-002 3.557e-002
545 18.13 17.2 9.e-002 9.e-002 3.557e-002
John's River LF
1/28/2016
546 18.17 17.24 8.e-002 8.e-002 3.162e-002
547 18.2 17.27 0.1 0.1 3.953e-002
548 18.23 17.3 9.e-002 9.e-002 3.557e-002
549 18.27 17.34 9.e-002 9.e-002 3.557e-002
550 18.3 17.37 9.e-002 9.e-002 3.557e-002
551 18.33 17.4 9.e-002 9.e-002 3.557e-002
552 18.37 17.44 9.e-002 9.e-002 3.557e-002
553 18.4 17.47 9.e-002 9.e-002 3.557e-002
554 18.43 17.5 0.1 0.1 3.953e-002
555 18.47 17.54 9.e-002 9.e-002 3.557e-002
556 18.5 17.57 0.1 0.1 3.953e-002
557 18.53 17.6 9.e-002 9.e-002 3.557e-002
558 18.57 17.64 0.1 0.1 3.953e-002
559 18.6 17.67 9.e-002 9.e-002 3.557e-002
560 18.63 17.7 0.1 0.1 3.953e-002
561 18.67 17.74 9.e-002 9.e-002 3.557e-002
562 18.7 17.77 9.e-002 9.e-002 3.557e-002
563 18.73 17.8 9.e-002 9.e-002 3.557e-002
564 18.77 17.84 9.e-002 9.e-002 3.557e-002
565 18.8 17.87 9.e-002 9.e-002 3.557e-002
566 18.83 17.9 9.e-002 9.e-002 3.557e-002
567 18.87 17.94 8.e-002 8.e-002 3.162e-002
568 18.9 17.97 9.e-002 9.e-002 3.557e-002
569 18.93 18.9.e-002 9.e-002 3.557e-002
570 18.97 18.04 9.e-002 9.e-002 3.557e-002
571 19.18.07 0.1 0.1 3.953e-002
572 19.03 18.1 9.e-002 9.e-002 3.557e-002
573 19.07 18.14 0.1 0.1 3.953e-002
574 19.1 18.17 9.e-002 9.e-002 3.557e-002
575 19.13 18.2 9.e-002 9.e-002 3.557e-002
576 19.17 18.24 9.e-002 9.e-002 3.557e-002
577 19.2 18.27 9.e-002 9.e-002 3.557e-002
578 19.23 18.3 9.e-002 9.e-002 3.557e-002
579 19.27 18.34 9.e-002 9.e-002 3.557e-002
580 19.3 18.37 0.1 0.1 3.953e-002
581 19.33 18.4 8.e-002 8.e-002 3.162e-002
582 19.37 18.44 9.e-002 9.e-002 3.557e-002
583 19.4 18.47 8.e-002 8.e-002 3.162e-002
584 19.43 18.5 8.e-002 8.e-002 3.162e-002
585 19.47 18.54 9.e-002 9.e-002 3.557e-002
586 19.5 18.57 9.e-002 9.e-002 3.557e-002
587 19.53 18.6 9.e-002 9.e-002 3.557e-002
588 19.57 18.64 9.e-002 9.e-002 3.557e-002
589 19.6 18.67 9.e-002 9.e-002 3.557e-002
590 19.63 18.7 9.e-002 9.e-002 3.557e-002
591 19.67 18.74 8.e-002 8.e-002 3.162e-002
592 19.7 18.77 9.e-002 9.e-002 3.557e-002
593 19.73 18.8 9.e-002 9.e-002 3.557e-002
594 19.77 18.84 9.e-002 9.e-002 3.557e-002
595 19.8 18.87 8.e-002 8.e-002 3.162e-002
596 19.83 18.9 9.e-002 9.e-002 3.557e-002
597 19.87 18.94 9.e-002 9.e-002 3.557e-002
598 19.9 18.97 9.e-002 9.e-002 3.557e-002
599 19.93 19.9.e-002 9.e-002 3.557e-002
600 19.97 19.04 8.e-002 8.e-002 3.162e-002
601 20.19.07 9.e-002 9.e-002 3.557e-002
602 20.03 19.1 0.1 0.1 3.953e-002
John's River LF
1/28/2016
603 20.07 19.14 9.e-002 9.e-002 3.557e-002
604 20.1 19.17 9.e-002 9.e-002 3.557e-002
605 20.13 19.2 9.e-002 9.e-002 3.557e-002
606 20.17 19.24 0.1 0.1 3.953e-002
607 20.2 19.27 8.e-002 8.e-002 3.162e-002
608 20.23 19.3 0.1 0.1 3.953e-002
609 20.27 19.34 8.e-002 8.e-002 3.162e-002
610 20.3 19.37 7.e-002 7.e-002 2.767e-002
611 20.33 19.4 9.e-002 9.e-002 3.557e-002
612 20.37 19.44 8.e-002 8.e-002 3.162e-002
613 20.4 19.47 9.e-002 9.e-002 3.557e-002
614 20.43 19.5 8.e-002 8.e-002 3.162e-002
615 20.47 19.54 9.e-002 9.e-002 3.557e-002
616 20.5 19.57 8.e-002 8.e-002 3.162e-002
617 20.53 19.6 9.e-002 9.e-002 3.557e-002
618 20.57 19.64 9.e-002 9.e-002 3.557e-002
619 20.6 19.67 8.e-002 8.e-002 3.162e-002
620 20.63 19.7 9.e-002 9.e-002 3.557e-002
621 20.67 19.74 8.e-002 8.e-002 3.162e-002
622 20.7 19.77 0.1 0.1 3.953e-002
623 20.73 19.8 8.e-002 8.e-002 3.162e-002
624 20.77 19.84 9.e-002 9.e-002 3.557e-002
625 20.8 19.87 8.e-002 8.e-002 3.162e-002
626 20.83 19.9 8.e-002 8.e-002 3.162e-002
627 20.87 19.94 8.e-002 8.e-002 3.162e-002
628 20.9 19.97 8.e-002 8.e-002 3.162e-002
629 20.93 20.0.1 0.1 3.953e-002
630 20.97 20.04 8.e-002 8.e-002 3.162e-002
631 21.20.07 8.e-002 8.e-002 3.162e-002
632 21.03 20.1 9.e-002 9.e-002 3.557e-002
633 21.07 20.14 8.e-002 8.e-002 3.162e-002
634 21.1 20.17 7.e-002 7.e-002 2.767e-002
635 21.13 20.2 9.e-002 9.e-002 3.557e-002
636 21.17 20.24 8.e-002 8.e-002 3.162e-002
637 21.2 20.27 8.e-002 8.e-002 3.162e-002
638 21.23 20.3 8.e-002 8.e-002 3.162e-002
639 21.27 20.34 9.e-002 9.e-002 3.557e-002
640 21.3 20.37 8.e-002 8.e-002 3.162e-002
641 21.33 20.4 7.e-002 7.e-002 2.767e-002
642 21.37 20.44 7.e-002 7.e-002 2.767e-002
643 21.4 20.47 9.e-002 9.e-002 3.557e-002
644 21.43 20.5 8.e-002 8.e-002 3.162e-002
645 21.47 20.54 8.e-002 8.e-002 3.162e-002
646 21.5 20.57 8.e-002 8.e-002 3.162e-002
647 21.53 20.6 7.e-002 7.e-002 2.767e-002
648 21.57 20.64 8.e-002 8.e-002 3.162e-002
649 21.6 20.67 8.e-002 8.e-002 3.162e-002
650 21.63 20.7 8.e-002 8.e-002 3.162e-002
651 21.67 20.74 8.e-002 8.e-002 3.162e-002
652 21.7 20.77 8.e-002 8.e-002 3.162e-002
653 21.73 20.8 8.e-002 8.e-002 3.162e-002
654 21.77 20.84 8.e-002 8.e-002 3.162e-002
655 21.8 20.87 9.e-002 9.e-002 3.557e-002
656 21.83 20.9 9.e-002 9.e-002 3.557e-002
657 21.87 20.94 9.e-002 9.e-002 3.557e-002
658 21.9 20.97 8.e-002 8.e-002 3.162e-002
659 21.93 21.9.e-002 9.e-002 3.557e-002
John's River LF
1/28/2016
660 21.97 21.04 8.e-002 8.e-002 3.162e-002
661 22.21.07 7.e-002 7.e-002 2.767e-002
662 22.03 21.1 7.e-002 7.e-002 2.767e-002
663 22.07 21.14 8.e-002 8.e-002 3.162e-002
664 22.1 21.17 6.e-002 6.e-002 2.372e-002
665 22.13 21.2 8.e-002 8.e-002 3.162e-002
666 22.17 21.24 8.e-002 8.e-002 3.162e-002
667 22.2 21.27 8.e-002 8.e-002 3.162e-002
668 22.23 21.3 7.e-002 7.e-002 2.767e-002
669 22.27 21.34 8.e-002 8.e-002 3.162e-002
670 22.3 21.37 8.e-002 8.e-002 3.162e-002
671 22.33 21.4 8.e-002 8.e-002 3.162e-002
672 22.37 21.44 7.e-002 7.e-002 2.767e-002
673 22.4 21.47 7.e-002 7.e-002 2.767e-002
674 22.43 21.5 8.e-002 8.e-002 3.162e-002
675 22.47 21.54 8.e-002 8.e-002 3.162e-002
676 22.5 21.57 8.e-002 8.e-002 3.162e-002
677 22.53 21.6 8.e-002 8.e-002 3.162e-002
678 22.57 21.64 7.e-002 7.e-002 2.767e-002
679 22.6 21.67 8.e-002 8.e-002 3.162e-002
680 22.63 21.7 6.e-002 6.e-002 2.372e-002
681 22.67 21.74 8.e-002 8.e-002 3.162e-002
682 22.7 21.77 7.e-002 7.e-002 2.767e-002
683 22.73 21.8 7.e-002 7.e-002 2.767e-002
684 22.77 21.84 8.e-002 8.e-002 3.162e-002
685 22.8 21.87 7.e-002 7.e-002 2.767e-002
686 22.83 21.9 8.e-002 8.e-002 3.162e-002
687 22.87 21.94 7.e-002 7.e-002 2.767e-002
688 22.9 21.97 6.e-002 6.e-002 2.372e-002
689 22.93 22.7.e-002 7.e-002 2.767e-002
690 22.97 22.04 7.e-002 7.e-002 2.767e-002
691 23.22.07 7.e-002 7.e-002 2.767e-002
692 23.03 22.1 8.e-002 8.e-002 3.162e-002
693 23.07 22.14 7.e-002 7.e-002 2.767e-002
694 23.1 22.17 7.e-002 7.e-002 2.767e-002
695 23.13 22.2 7.e-002 7.e-002 2.767e-002
696 23.17 22.24 8.e-002 8.e-002 3.162e-002
697 23.2 22.27 8.e-002 8.e-002 3.162e-002
698 23.23 22.3 8.e-002 8.e-002 3.162e-002
699 23.27 22.34 7.e-002 7.e-002 2.767e-002
700 23.3 22.37 7.e-002 7.e-002 2.767e-002
701 23.33 22.4 7.e-002 7.e-002 2.767e-002
702 23.37 22.44 7.e-002 7.e-002 2.767e-002
703 23.4 22.47 6.e-002 6.e-002 2.372e-002
704 23.43 22.5 7.e-002 7.e-002 2.767e-002
705 23.47 22.54 7.e-002 7.e-002 2.767e-002
706 23.5 22.57 7.e-002 7.e-002 2.767e-002
707 23.53 22.6 7.e-002 7.e-002 2.767e-002
708 23.57 22.64 7.e-002 7.e-002 2.767e-002
709 23.6 22.67 7.e-002 7.e-002 2.767e-002
710 23.63 22.7 6.e-002 6.e-002 2.372e-002
711 23.67 22.74 7.e-002 7.e-002 2.767e-002
712 23.7 22.77 7.e-002 7.e-002 2.767e-002
713 23.73 22.8 6.e-002 6.e-002 2.372e-002
714 23.77 22.84 7.e-002 7.e-002 2.767e-002
715 23.8 22.87 7.e-002 7.e-002 2.767e-002
716 23.83 22.9 6.e-002 6.e-002 2.372e-002
John's River LF
1/28/2016
717 23.87 22.94 7.e-002 7.e-002 2.767e-002
718 23.9 22.97 8.e-002 8.e-002 3.162e-002
719 23.93 23.8.e-002 8.e-002 3.162e-002
720 23.97 23.04 7.e-002 7.e-002 2.767e-002
721 24.23.07 7.e-002 7.e-002 2.767e-002
722 24.03 23.1 7.e-002 7.e-002 2.767e-002
723 24.07 23.14 8.e-002 8.e-002 3.162e-002
724 24.1 23.17 7.e-002 7.e-002 2.767e-002
725 24.13 23.2 7.e-002 7.e-002 2.767e-002
726 24.17 23.24 8.e-002 8.e-002 3.162e-002
727 24.2 23.27 7.e-002 7.e-002 2.767e-002
728 24.23 23.3 7.e-002 7.e-002 2.767e-002
729 24.27 23.34 7.e-002 7.e-002 2.767e-002
730 24.3 23.37 7.e-002 7.e-002 2.767e-002
731 24.33 23.4 6.e-002 6.e-002 2.372e-002
732 24.37 23.44 7.e-002 7.e-002 2.767e-002
733 24.4 23.47 7.e-002 7.e-002 2.767e-002
734 24.43 23.5 6.e-002 6.e-002 2.372e-002
735 24.47 23.54 6.e-002 6.e-002 2.372e-002
736 24.5 23.57 7.e-002 7.e-002 2.767e-002
737 24.53 23.6 6.e-002 6.e-002 2.372e-002
738 24.57 23.64 7.e-002 7.e-002 2.767e-002
739 24.6 23.67 7.e-002 7.e-002 2.767e-002
740 24.63 23.7 7.e-002 7.e-002 2.767e-002
741 24.67 23.74 7.e-002 7.e-002 2.767e-002
742 24.7 23.77 7.e-002 7.e-002 2.767e-002
743 24.73 23.8 8.e-002 8.e-002 3.162e-002
744 24.77 23.84 8.e-002 8.e-002 3.162e-002
745 24.8 23.87 6.e-002 6.e-002 2.372e-002
746 24.83 23.9 7.e-002 7.e-002 2.767e-002
747 24.87 23.94 7.e-002 7.e-002 2.767e-002
748 24.9 23.97 7.e-002 7.e-002 2.767e-002
749 24.93 24.7.e-002 7.e-002 2.767e-002
750 24.97 24.04 6.e-002 6.e-002 2.372e-002
751 25.24.07 7.e-002 7.e-002 2.767e-002
752 25.03 24.1 6.e-002 6.e-002 2.372e-002
753 25.07 24.14 7.e-002 7.e-002 2.767e-002
754 25.1 24.17 7.e-002 7.e-002 2.767e-002
755 25.13 24.2 7.e-002 7.e-002 2.767e-002
756 25.17 24.24 7.e-002 7.e-002 2.767e-002
757 25.2 24.27 7.e-002 7.e-002 2.767e-002
758 25.23 24.3 6.e-002 6.e-002 2.372e-002
759 25.27 24.34 6.e-002 6.e-002 2.372e-002
760 25.3 24.37 7.e-002 7.e-002 2.767e-002
761 25.33 24.4 6.e-002 6.e-002 2.372e-002
762 25.37 24.44 6.e-002 6.e-002 2.372e-002
763 25.4 24.47 7.e-002 7.e-002 2.767e-002
764 25.43 24.5 7.e-002 7.e-002 2.767e-002
765 25.47 24.54 6.e-002 6.e-002 2.372e-002
766 25.5 24.57 7.e-002 7.e-002 2.767e-002
767 25.53 24.6 6.e-002 6.e-002 2.372e-002
768 25.57 24.64 6.e-002 6.e-002 2.372e-002
769 25.6 24.67 6.e-002 6.e-002 2.372e-002
770 25.63 24.7 7.e-002 7.e-002 2.767e-002
771 25.67 24.74 6.e-002 6.e-002 2.372e-002
772 25.7 24.77 7.e-002 7.e-002 2.767e-002
773 25.73 24.8 7.e-002 7.e-002 2.767e-002
John's River LF
1/28/2016
774 25.77 24.84 6.e-002 6.e-002 2.372e-002
775 25.8 24.87 7.e-002 7.e-002 2.767e-002
776 25.83 24.9 6.e-002 6.e-002 2.372e-002
777 25.87 24.94 6.e-002 6.e-002 2.372e-002
778 25.9 24.97 7.e-002 7.e-002 2.767e-002
779 25.93 25.6.e-002 6.e-002 2.372e-002
780 25.97 25.04 6.e-002 6.e-002 2.372e-002
781 26.25.07 6.e-002 6.e-002 2.372e-002
782 26.03 25.1 7.e-002 7.e-002 2.767e-002
783 26.07 25.14 7.e-002 7.e-002 2.767e-002
784 26.1 25.17 5.e-002 5.e-002 1.976e-002
785 26.13 25.2 6.e-002 6.e-002 2.372e-002
786 26.17 25.24 7.e-002 7.e-002 2.767e-002
787 26.2 25.27 6.e-002 6.e-002 2.372e-002
788 26.23 25.3 6.e-002 6.e-002 2.372e-002
789 26.27 25.34 7.e-002 7.e-002 2.767e-002
790 26.3 25.37 6.e-002 6.e-002 2.372e-002
791 26.33 25.4 7.e-002 7.e-002 2.767e-002
792 26.37 25.44 7.e-002 7.e-002 2.767e-002
793 26.4 25.47 7.e-002 7.e-002 2.767e-002
794 26.43 25.5 6.e-002 6.e-002 2.372e-002
795 26.47 25.54 6.e-002 6.e-002 2.372e-002
796 26.5 25.57 6.e-002 6.e-002 2.372e-002
797 26.53 25.6 6.e-002 6.e-002 2.372e-002
798 26.57 25.64 6.e-002 6.e-002 2.372e-002
799 26.6 25.67 6.e-002 6.e-002 2.372e-002
800 26.63 25.7 6.e-002 6.e-002 2.372e-002
801 26.67 25.74 5.e-002 5.e-002 1.976e-002
802 26.7 25.77 6.e-002 6.e-002 2.372e-002
803 26.73 25.8 6.e-002 6.e-002 2.372e-002
804 26.77 25.84 6.e-002 6.e-002 2.372e-002
805 26.8 25.87 6.e-002 6.e-002 2.372e-002
806 26.83 25.9 6.e-002 6.e-002 2.372e-002
807 26.87 25.94 6.e-002 6.e-002 2.372e-002
808 26.9 25.97 6.e-002 6.e-002 2.372e-002
809 26.93 26.6.e-002 6.e-002 2.372e-002
810 26.97 26.04 6.e-002 6.e-002 2.372e-002
811 27.26.07 6.e-002 6.e-002 2.372e-002
812 27.03 26.1 7.e-002 7.e-002 2.767e-002
813 27.07 26.14 6.e-002 6.e-002 2.372e-002
814 27.1 26.17 6.e-002 6.e-002 2.372e-002
815 27.13 26.2 7.e-002 7.e-002 2.767e-002
816 27.17 26.24 7.e-002 7.e-002 2.767e-002
817 27.2 26.27 6.e-002 6.e-002 2.372e-002
818 27.23 26.3 6.e-002 6.e-002 2.372e-002
819 27.27 26.34 6.e-002 6.e-002 2.372e-002
820 27.3 26.37 6.e-002 6.e-002 2.372e-002
821 27.33 26.4 6.e-002 6.e-002 2.372e-002
822 27.37 26.44 6.e-002 6.e-002 2.372e-002
823 27.4 26.47 6.e-002 6.e-002 2.372e-002
824 27.43 26.5 6.e-002 6.e-002 2.372e-002
825 27.47 26.54 5.e-002 5.e-002 1.976e-002
826 27.5 26.57 6.e-002 6.e-002 2.372e-002
827 27.53 26.6 6.e-002 6.e-002 2.372e-002
828 27.57 26.64 6.e-002 6.e-002 2.372e-002
829 27.6 26.67 7.e-002 7.e-002 2.767e-002
830 27.63 26.7 6.e-002 6.e-002 2.372e-002
John's River LF
1/28/2016
831 27.67 26.74 5.e-002 5.e-002 1.976e-002
832 27.7 26.77 6.e-002 6.e-002 2.372e-002
833 27.73 26.8 6.e-002 6.e-002 2.372e-002
834 27.77 26.84 6.e-002 6.e-002 2.372e-002
835 27.8 26.87 7.e-002 7.e-002 2.767e-002
836 27.83 26.9 6.e-002 6.e-002 2.372e-002
837 27.87 26.94 6.e-002 6.e-002 2.372e-002
838 27.9 26.97 6.e-002 6.e-002 2.372e-002
839 27.93 27.5.e-002 5.e-002 1.976e-002
840 27.97 27.04 7.e-002 7.e-002 2.767e-002
841 28.27.07 6.e-002 6.e-002 2.372e-002
842 28.03 27.1 5.e-002 5.e-002 1.976e-002
843 28.07 27.14 5.e-002 5.e-002 1.976e-002
844 28.1 27.17 6.e-002 6.e-002 2.372e-002
845 28.13 27.2 4.e-002 4.e-002 1.581e-002
846 28.17 27.24 6.e-002 6.e-002 2.372e-002
847 28.2 27.27 6.e-002 6.e-002 2.372e-002
848 28.23 27.3 6.e-002 6.e-002 2.372e-002
849 28.27 27.34 5.e-002 5.e-002 1.976e-002
850 28.3 27.37 6.e-002 6.e-002 2.372e-002
851 28.33 27.4 6.e-002 6.e-002 2.372e-002
852 28.37 27.44 6.e-002 6.e-002 2.372e-002
853 28.4 27.47 5.e-002 5.e-002 1.976e-002
854 28.43 27.5 6.e-002 6.e-002 2.372e-002
855 28.47 27.54 6.e-002 6.e-002 2.372e-002
856 28.5 27.57 7.e-002 7.e-002 2.767e-002
857 28.53 27.6 6.e-002 6.e-002 2.372e-002
858 28.57 27.64 6.e-002 6.e-002 2.372e-002
859 28.6 27.67 6.e-002 6.e-002 2.372e-002
860 28.63 27.7 5.e-002 5.e-002 1.976e-002
861 28.67 27.74 5.e-002 5.e-002 1.976e-002
862 28.7 27.77 6.e-002 6.e-002 2.372e-002
863 28.73 27.8 6.e-002 6.e-002 2.372e-002
864 28.77 27.84 7.e-002 7.e-002 2.767e-002
865 28.8 27.87 6.e-002 6.e-002 2.372e-002
866 28.83 27.9 5.e-002 5.e-002 1.976e-002
867 28.87 27.94 6.e-002 6.e-002 2.372e-002
868 28.9 27.97 7.e-002 7.e-002 2.767e-002
869 28.93 28.6.e-002 6.e-002 2.372e-002
870 28.97 28.04 5.e-002 5.e-002 1.976e-002
871 29.28.07 7.e-002 7.e-002 2.767e-002
872 29.03 28.1 6.e-002 6.e-002 2.372e-002
873 29.07 28.14 5.e-002 5.e-002 1.976e-002
874 29.1 28.17 6.e-002 6.e-002 2.372e-002
875 29.13 28.2 6.e-002 6.e-002 2.372e-002
876 29.17 28.24 5.e-002 5.e-002 1.976e-002
877 29.2 28.27 6.e-002 6.e-002 2.372e-002
878 29.23 28.3 6.e-002 6.e-002 2.372e-002
879 29.27 28.34 5.e-002 5.e-002 1.976e-002
880 29.3 28.37 5.e-002 5.e-002 1.976e-002
881 29.33 28.4 6.e-002 6.e-002 2.372e-002
882 29.37 28.44 5.e-002 5.e-002 1.976e-002
883 29.4 28.47 5.e-002 5.e-002 1.976e-002
884 29.43 28.5 6.e-002 6.e-002 2.372e-002
885 29.47 28.54 6.e-002 6.e-002 2.372e-002
886 29.5 28.57 6.e-002 6.e-002 2.372e-002
887 29.53 28.6 5.e-002 5.e-002 1.976e-002
John's River LF
1/28/2016
888 29.57 28.64 6.e-002 6.e-002 2.372e-002
889 29.6 28.67 5.e-002 5.e-002 1.976e-002
890 29.63 28.7 5.e-002 5.e-002 1.976e-002
891 29.67 28.74 6.e-002 6.e-002 2.372e-002
892 29.7 28.77 6.e-002 6.e-002 2.372e-002
893 29.73 28.8 6.e-002 6.e-002 2.372e-002
894 29.77 28.84 6.e-002 6.e-002 2.372e-002
895 29.8 28.87 5.e-002 5.e-002 1.976e-002
896 29.83 28.9 6.e-002 6.e-002 2.372e-002
897 29.87 28.94 5.e-002 5.e-002 1.976e-002
898 29.9 28.97 5.e-002 5.e-002 1.976e-002
899 29.93 29.6.e-002 6.e-002 2.372e-002
900 29.97 29.04 5.e-002 5.e-002 1.976e-002
901 30.29.07 6.e-002 6.e-002 2.372e-002
902 30.03 29.1 6.e-002 6.e-002 2.372e-002
903 30.07 29.14 5.e-002 5.e-002 1.976e-002
904 30.1 29.17 4.e-002 4.e-002 1.581e-002
905 30.13 29.2 5.e-002 5.e-002 1.976e-002
906 30.17 29.24 5.e-002 5.e-002 1.976e-002
907 30.2 29.27 5.e-002 5.e-002 1.976e-002
908 30.23 29.3 6.e-002 6.e-002 2.372e-002
909 30.27 29.34 5.e-002 5.e-002 1.976e-002
910 30.3 29.37 4.e-002 4.e-002 1.581e-002
911 30.33 29.4 5.e-002 5.e-002 1.976e-002
912 30.37 29.44 5.e-002 5.e-002 1.976e-002
913 30.4 29.47 5.e-002 5.e-002 1.976e-002
914 30.43 29.5 5.e-002 5.e-002 1.976e-002
915 30.47 29.54 4.e-002 4.e-002 1.581e-002
916 30.5 29.57 5.e-002 5.e-002 1.976e-002
917 30.53 29.6 5.e-002 5.e-002 1.976e-002
918 30.57 29.64 5.e-002 5.e-002 1.976e-002
919 30.6 29.67 5.e-002 5.e-002 1.976e-002
920 30.63 29.7 6.e-002 6.e-002 2.372e-002
921 30.67 29.74 6.e-002 6.e-002 2.372e-002
922 30.7 29.77 5.e-002 5.e-002 1.976e-002
923 30.73 29.8 5.e-002 5.e-002 1.976e-002
924 30.77 29.84 5.e-002 5.e-002 1.976e-002
925 30.8 29.87 5.e-002 5.e-002 1.976e-002
926 30.83 29.9 5.e-002 5.e-002 1.976e-002
927 30.87 29.94 5.e-002 5.e-002 1.976e-002
928 30.9 29.97 5.e-002 5.e-002 1.976e-002
929 30.93 30.5.e-002 5.e-002 1.976e-002
930 30.97 30.04 5.e-002 5.e-002 1.976e-002
931 31.30.07 5.e-002 5.e-002 1.976e-002
932 31.03 30.1 6.e-002 6.e-002 2.372e-002
933 31.07 30.14 5.e-002 5.e-002 1.976e-002
934 31.1 30.17 5.e-002 5.e-002 1.976e-002
935 31.13 30.2 5.e-002 5.e-002 1.976e-002
936 31.17 30.24 4.e-002 4.e-002 1.581e-002
937 31.2 30.27 5.e-002 5.e-002 1.976e-002
938 31.23 30.3 5.e-002 5.e-002 1.976e-002
939 31.27 30.34 5.e-002 5.e-002 1.976e-002
940 31.3 30.37 5.e-002 5.e-002 1.976e-002
941 31.33 30.4 5.e-002 5.e-002 1.976e-002
942 31.37 30.44 5.e-002 5.e-002 1.976e-002
943 31.4 30.47 5.e-002 5.e-002 1.976e-002
944 31.43 30.5 5.e-002 5.e-002 1.976e-002
John's River LF
1/28/2016
945 31.47 30.54 5.e-002 5.e-002 1.976e-002
946 31.5 30.57 5.e-002 5.e-002 1.976e-002
947 31.53 30.6 6.e-002 6.e-002 2.372e-002
948 31.57 30.64 5.e-002 5.e-002 1.976e-002
949 31.6 30.67 5.e-002 5.e-002 1.976e-002
950 31.63 30.7 5.e-002 5.e-002 1.976e-002
951 31.67 30.74 5.e-002 5.e-002 1.976e-002
952 31.7 30.77 5.e-002 5.e-002 1.976e-002
953 31.73 30.8 5.e-002 5.e-002 1.976e-002
954 31.77 30.84 4.e-002 4.e-002 1.581e-002
955 31.8 30.87 6.e-002 6.e-002 2.372e-002
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John's River LF
1/28/2016
Bouwer and Rice Automatic Parameter Estimation
Burke Co. JR Design Hydrogeo 2016
Site Name:John's River LF
Location:Phase 4
Test Date:1/12/2016
Client:Burke County
Project Number:277.1602.12
Well Label:PZ-41 Falling Head 2
Aquifer Thickness:30. feet
Screen Length:20. feet
Casing Radius:8.3e-002 feet
Effective Radius:0.25 feet
Gravel Pack Porosity:30. %
Corrected Casing Radius:0.1535 feet
Bouwer and Rice Parameter A 3.353
Bouwer and Rice Parameter B 0.682
Radius of Influence of Test 4.612 feet
Trial Adjusted Time Head Head Ratio Hyd. Con.Flow to Well
(minutes)(feet)(feet/day)(Cubic Feet/Day)
16 0.0.55 0.5446 --
17 3.e-002 0.54 0.5347 1.952 45.45
18 7.e-002 0.53 0.5248 1.689 38.59
19 1.e-001 0.53 0.5248 1.182 27.01
20 0.13 0.52 0.5149 1.377 30.87
21 0.17 0.5 0.495 1.789 38.57
22 0.2 0.51 0.505 1.205 26.49
23 0.23 0.5 0.495 1.323 28.51
24 0.27 0.49 0.4851 1.366 28.85
25 0.3 0.49 0.4851 1.229 25.96
26 0.33 0.48 0.4752 1.317 27.25
27 0.37 0.48 0.4752 1.174 24.3
28 0.4 0.46 0.4554 1.426 28.28
29 0.43 0.47 0.4653 1.167 23.64
30 0.47 0.47 0.4653 1.067 21.63
31 0.5 0.47 0.4653 1.003 20.33
32 0.53 0.46 0.4554 1.076 21.34
33 0.57 0.45 0.4455 1.124 21.8
34 0.6 0.44 0.4356 1.187 22.52
35 0.63 0.44 0.4356 1.131 21.44
36 0.67 0.44 0.4356 1.063 20.16
37 0.7 0.44 0.4356 1.017 19.3
38 0.73 0.44 0.4356 0.9756 18.51
39 0.77 0.44 0.4356 0.925 17.55
40 0.8 0.43 0.4257 0.982 18.2
41 0.83 0.43 0.4257 0.9465 17.55
42 0.87 0.43 0.4257 0.903 16.74
43 0.9 0.42 0.4158 0.9563 17.32
44 0.93 0.43 0.4257 0.8447 15.66
45 0.97 0.42 0.4158 0.8873 16.07
46 1.0.43 0.4257 0.7856 14.56
47 1.03 0.43 0.4257 0.7627 14.14
48 1.07 0.42 0.4158 0.8044 14.56
49 1.1 0.41 0.4059 0.8524 15.07
50 1.13 0.42 0.4158 0.7617 13.79
John's River LF
1/28/2016
51 1.17 0.41 0.4059 0.8014 14.16
52 1.2 0.41 0.4059 0.7813 13.81
53 1.23 0.42 0.4158 0.6998 12.67
54 1.27 0.4 0.396 0.8003 13.8
55 1.3 0.41 0.4059 0.7212 12.75
56 1.33 0.41 0.4059 0.705 12.46
57 1.37 0.4 0.396 0.7419 12.79
58 1.4 0.41 0.4059 0.6697 11.84
59 1.43 0.4 0.396 0.7108 12.26
60 1.47 0.41 0.4059 0.6378 11.27
61 1.5 0.4 0.396 0.6776 11.68
62 1.53 0.4 0.396 0.6643 11.46
63 1.57 0.4 0.396 0.6474 11.16
64 1.6 0.4 0.396 0.6353 10.95
65 1.63 0.39 0.3861 0.6732 11.32
66 1.67 0.39 0.3861 0.657 11.05
67 1.7 0.39 0.3861 0.6454 10.85
68 1.73 0.39 0.3861 0.6342 10.66
69 1.77 0.39 0.3861 0.6199 10.42
70 1.8 0.39 0.3861 0.6096 10.25
71 1.83 0.39 0.3861 0.5996 10.08
72 1.87 0.39 0.3861 0.5868 9.865
73 1.9 0.38 0.3762 0.6211 10.18
74 1.93 0.39 0.3861 0.5685 9.559
75 1.97 0.38 0.3762 0.5991 9.814
76 2.0.39 0.3861 0.5486 9.224
77 2.03 0.38 0.3762 0.5814 9.524
78 2.07 0.38 0.3762 0.5701 9.34
79 2.1 0.39 0.3861 0.5225 8.785
80 2.13 0.37 0.3663 0.594 9.475
81 2.17 0.37 0.3663 0.5831 9.3
82 2.2 0.37 0.3663 0.5751 9.174
83 2.23 0.38 0.3762 0.5292 8.67
84 2.27 0.37 0.3663 0.5574 8.891
85 2.3 0.38 0.3762 0.5131 8.406
86 2.33 0.37 0.3663 0.543 8.662
87 2.37 0.37 0.3663 0.5339 8.516
88 2.4 0.38 0.3762 0.4917 8.055
89 2.43 0.37 0.3663 0.5207 8.305
90 2.47 0.37 0.3663 0.5123 8.171
91 2.5 0.35 0.3465 0.5771 8.707
92 2.53 0.36 0.3564 0.5347 8.298
93 2.57 0.35 0.3465 0.5613 8.47
94 2.6 0.36 0.3564 0.5203 8.075
95 2.63 0.35 0.3465 0.5485 8.277
96 2.67 0.36 0.3564 0.5066 7.863
97 2.7 0.35 0.3465 0.5343 8.062
98 2.73 0.34 0.3366 0.5623 8.242
99 2.77 0.35 0.3465 0.5208 7.858
100 2.8 0.35 0.3465 0.5152 7.774
101 2.83 0.35 0.3465 0.5098 7.692
102 2.87 0.36 0.3564 0.4713 7.315
103 2.9 0.36 0.3564 0.4665 7.239
104 2.93 0.35 0.3465 0.4924 7.429
105 2.97 0.35 0.3465 0.4857 7.329
106 3.0.34 0.3366 0.5117 7.501
107 3.03 0.35 0.3465 0.4761 7.184
John's River LF
1/28/2016
108 3.07 0.34 0.3366 0.5001 7.329
109 3.1 0.35 0.3465 0.4654 7.022
110 3.13 0.34 0.3366 0.4905 7.189
111 3.17 0.34 0.3366 0.4843 7.098
112 3.2 0.34 0.3366 0.4797 7.032
113 3.23 0.34 0.3366 0.4753 6.966
114 3.27 0.34 0.3366 0.4695 6.881
115 3.3 0.35 0.3465 0.4372 6.596
116 3.33 0.35 0.3465 0.4332 6.537
117 3.37 0.33 0.3267 0.4838 6.883
118 3.4 0.34 0.3366 0.4515 6.618
119 3.43 0.33 0.3267 0.4753 6.762
120 3.47 0.34 0.3366 0.4424 6.485
121 3.5 0.33 0.3267 0.4658 6.627
122 3.53 0.33 0.3267 0.4619 6.571
123 3.57 0.33 0.3267 0.4567 6.497
124 3.6 0.33 0.3267 0.4529 6.443
125 3.63 0.32 0.3168 0.4762 6.57
126 3.67 0.32 0.3168 0.471 6.498
127 3.7 0.33 0.3267 0.4407 6.269
128 3.73 0.33 0.3267 0.4371 6.219
129 3.77 0.33 0.3267 0.4325 6.153
130 3.8 0.33 0.3267 0.4291 6.104
131 3.83 0.31 0.3069 0.4778 6.385
132 3.87 0.33 0.3267 0.4213 5.994
133 3.9 0.33 0.3267 0.4181 5.948
134 3.93 0.31 0.3069 0.4656 6.223
135 3.97 0.32 0.3168 0.4354 6.007
136 4.0.32 0.3168 0.4322 5.962
137 4.03 0.31 0.3069 0.4541 6.069
138 4.07 0.3 0.297 0.4753 6.148
139 4.1 0.31 0.3069 0.4463 5.965
140 4.13 0.31 0.3069 0.4431 5.922
141 4.17 0.32 0.3168 0.4145 5.719
142 4.2 0.31 0.3069 0.4357 5.823
143 4.23 0.3 0.297 0.4574 5.915
144 4.27 0.31 0.3069 0.4286 5.727
145 4.3 0.31 0.3069 0.4256 5.688
146 4.33 0.31 0.3069 0.4226 5.648
147 4.37 0.3 0.297 0.4427 5.726
148 4.4 0.31 0.3069 0.4159 5.558
149 4.43 0.3 0.297 0.4367 5.648
150 4.47 0.31 0.3069 0.4094 5.471
151 4.5 0.31 0.3069 0.4067 5.435
152 4.53 0.29 0.2871 0.451 5.638
153 4.57 0.3 0.297 0.4233 5.475
154 4.6 0.3 0.297 0.4206 5.439
155 4.63 0.3 0.297 0.4179 5.404
156 4.67 0.3 0.297 0.4143 5.358
157 4.7 0.29 0.2871 0.4346 5.434
158 4.73 0.3 0.297 0.409 5.29
159 4.77 0.3 0.297 0.4056 5.245
160 4.8 0.3 0.297 0.4031 5.213
161 4.83 0.3 0.297 0.4005 5.18
162 4.87 0.29 0.2871 0.4195 5.244
163 4.9 0.28 0.2772 0.4398 5.308
164 4.93 0.29 0.2871 0.4144 5.18
John's River LF
1/28/2016
165 4.97 0.29 0.2871 0.411 5.139
166 5.0.28 0.2772 0.431 5.202
167 5.03 0.3 0.297 0.3846 4.974
168 5.07 0.29 0.2871 0.4029 5.037
169 5.1 0.29 0.2871 0.4006 5.008
170 5.13 0.3 0.297 0.3771 4.877
171 5.17 0.28 0.2772 0.4168 5.031
172 5.2 0.29 0.2871 0.3929 4.911
173 5.23 0.3 0.297 0.3699 4.784
174 5.27 0.28 0.2772 0.4089 4.936
175 5.3 0.28 0.2772 0.4066 4.908
176 5.33 0.28 0.2772 0.4043 4.88
177 5.37 0.28 0.2772 0.4013 4.844
178 5.4 0.28 0.2772 0.399 4.817
179 5.43 0.28 0.2772 0.3968 4.79
180 5.47 0.28 0.2772 0.3939 4.755
181 5.5 0.28 0.2772 0.3918 4.729
182 5.53 0.28 0.2772 0.3897 4.704
183 5.57 0.28 0.2772 0.3869 4.67
184 5.6 0.28 0.2772 0.3848 4.645
185 5.63 0.27 0.2673 0.4034 4.695
186 5.67 0.28 0.2772 0.38 4.587
187 5.7 0.27 0.2673 0.3984 4.637
188 5.73 0.28 0.2772 0.3761 4.539
189 5.77 0.28 0.2772 0.3735 4.508
190 5.8 0.28 0.2772 0.3715 4.485
191 5.83 0.26 0.2574 0.4102 4.598
192 5.87 0.28 0.2772 0.3671 4.431
193 5.9 0.27 0.2673 0.3849 4.48
194 5.93 0.26 0.2574 0.4033 4.52
195 5.97 0.26 0.2574 0.4006 4.49
196 6.0.26 0.2574 0.3986 4.467
197 6.03 0.27 0.2673 0.3766 4.384
198 6.07 0.26 0.2574 0.394 4.416
199 6.1 0.26 0.2574 0.392 4.394
200 6.13 0.27 0.2673 0.3705 4.312
201 6.17 0.26 0.2574 0.3876 4.344
202 6.2 0.26 0.2574 0.3857 4.323
203 6.23 0.26 0.2574 0.3839 4.302
204 6.27 0.27 0.2673 0.3622 4.216
205 6.3 0.26 0.2574 0.3796 4.255
206 6.33 0.26 0.2574 0.3778 4.234
207 6.37 0.27 0.2673 0.3565 4.15
208 6.4 0.25 0.2475 0.3932 4.238
209 6.43 0.27 0.2673 0.3532 4.111
210 6.47 0.26 0.2574 0.3696 4.143
211 6.5 0.26 0.2574 0.3679 4.124
212 6.53 0.27 0.2673 0.3478 4.048
213 6.57 0.26 0.2574 0.364 4.08
214 6.6 0.25 0.2475 0.3813 4.109
215 6.63 0.26 0.2574 0.3607 4.043
216 6.67 0.26 0.2574 0.3585 4.019
217 6.7 0.26 0.2574 0.3569 4.001
218 6.73 0.26 0.2574 0.3553 3.983
219 6.77 0.25 0.2475 0.3717 4.006
220 6.8 0.25 0.2475 0.3701 3.989
221 6.83 0.26 0.2574 0.3501 3.924
John's River LF
1/28/2016
222 6.87 0.25 0.2475 0.3663 3.948
223 6.9 0.24 0.2376 0.3836 3.969
224 6.93 0.25 0.2475 0.3631 3.914
225 6.97 0.25 0.2475 0.3611 3.891
226 7.0.25 0.2475 0.3595 3.875
227 7.03 0.25 0.2475 0.358 3.858
228 7.07 0.24 0.2376 0.3744 3.874
229 7.1 0.25 0.2475 0.3544 3.82
230 7.13 0.25 0.2475 0.353 3.804
231 7.17 0.24 0.2376 0.3692 3.819
232 7.2 0.24 0.2376 0.3676 3.804
233 7.23 0.25 0.2475 0.3481 3.751
234 7.27 0.25 0.2475 0.3462 3.731
235 7.3 0.24 0.2376 0.3626 3.751
236 7.33 0.24 0.2376 0.3611 3.736
237 7.37 0.25 0.2475 0.3415 3.68
238 7.4 0.25 0.2475 0.3401 3.665
239 7.43 0.25 0.2475 0.3387 3.65
240 7.47 0.24 0.2376 0.3543 3.666
241 7.5 0.24 0.2376 0.3529 3.651
242 7.53 0.25 0.2475 0.3342 3.602
243 7.57 0.24 0.2376 0.3497 3.618
244 7.6 0.24 0.2376 0.3483 3.603
245 7.63 0.24 0.2376 0.3469 3.589
246 7.67 0.24 0.2376 0.3451 3.571
247 7.7 0.23 0.2277 0.3614 3.583
248 7.73 0.24 0.2376 0.3424 3.543
249 7.77 0.23 0.2277 0.3581 3.551
250 7.8 0.24 0.2376 0.3393 3.511
251 7.83 0.22 0.2178 0.3735 3.542
252 7.87 0.21 0.2079 0.3905 3.535
253 7.9 0.23 0.2277 0.3522 3.493
254 7.93 0.22 0.2178 0.3688 3.498
255 7.97 0.23 0.2277 0.3491 3.462
256 8.0.23 0.2277 0.3478 3.449
257 8.03 0.22 0.2178 0.3642 3.454
258 8.07 0.23 0.2277 0.3448 3.419
259 8.1 0.23 0.2277 0.3435 3.406
260 8.13 0.22 0.2178 0.3597 3.412
261 8.17 0.23 0.2277 0.3406 3.377
262 8.2 0.23 0.2277 0.3394 3.365
263 8.23 0.23 0.2277 0.3381 3.353
264 8.27 0.22 0.2178 0.3536 3.354
265 8.3 0.23 0.2277 0.3353 3.324
266 8.33 0.23 0.2277 0.3341 3.312
267 8.37 0.22 0.2178 0.3494 3.314
268 8.4 0.22 0.2178 0.3482 3.302
269 8.43 0.23 0.2277 0.3301 3.273
270 8.47 0.22 0.2178 0.3453 3.275
271 8.5 0.21 0.2079 0.3615 3.273
272 8.53 0.22 0.2178 0.3429 3.252
273 8.57 0.22 0.2178 0.3413 3.237
274 8.6 0.22 0.2178 0.3401 3.225
275 8.63 0.22 0.2178 0.3389 3.214
276 8.67 0.22 0.2178 0.3373 3.199
277 8.7 0.22 0.2178 0.3362 3.188
278 8.73 0.22 0.2178 0.335 3.177
John's River LF
1/28/2016
279 8.77 0.21 0.2079 0.3504 3.172
280 8.8 0.22 0.2178 0.3323 3.152
281 8.83 0.22 0.2178 0.3312 3.141
282 8.87 0.21 0.2079 0.3465 3.137
283 8.9 0.22 0.2178 0.3286 3.117
284 8.93 0.22 0.2178 0.3275 3.106
285 8.97 0.22 0.2178 0.326 3.092
286 9.0.21 0.2079 0.3415 3.091
287 9.03 0.21 0.2079 0.3403 3.081
288 9.07 0.21 0.2079 0.3388 3.067
289 9.1 0.22 0.2178 0.3214 3.048
290 9.13 0.21 0.2079 0.3366 3.047
291 9.17 0.22 0.2178 0.3189 3.025
292 9.2 0.21 0.2079 0.334 3.024
293 9.23 0.22 0.2178 0.3169 3.005
294 9.27 0.21 0.2079 0.3315 3.001
295 9.3 0.21 0.2079 0.3304 2.992
296 9.33 0.2 0.198 0.3461 2.984
297 9.37 0.21 0.2079 0.328 2.969
298 9.4 0.2 0.198 0.3435 2.962
299 9.43 0.2 0.198 0.3424 2.952
300 9.47 0.21 0.2079 0.3245 2.938
301 9.5 0.21 0.2079 0.3235 2.929
302 9.53 0.2 0.198 0.3388 2.921
303 9.57 0.21 0.2079 0.3211 2.907
304 9.6 0.21 0.2079 0.3201 2.898
305 9.63 0.21 0.2079 0.3191 2.889
306 9.67 0.2 0.198 0.3339 2.879
307 9.7 0.19 0.1881 0.3497 2.865
308 9.73 0.2 0.198 0.3318 2.861
309 9.77 0.21 0.2079 0.3145 2.848
310 9.8 0.21 0.2079 0.3136 2.839
311 9.83 0.21 0.2079 0.3126 2.83
312 9.87 0.2 0.198 0.3271 2.821
313 9.9 0.2 0.198 0.3261 2.812
314 9.93 0.21 0.2079 0.3095 2.802
315 9.97 0.2 0.198 0.3239 2.792
316 10.0.19 0.1881 0.3393 2.779
317 10.03 0.21 0.2079 0.3064 2.774
318 10.07 0.2 0.198 0.3206 2.765
319 10.1 0.2 0.198 0.3197 2.756
320 10.13 0.2 0.198 0.3187 2.748
321 10.17 0.2 0.198 0.3175 2.737
322 10.2 0.2 0.198 0.3165 2.729
323 10.23 0.2 0.198 0.3156 2.721
324 10.27 0.2 0.198 0.3144 2.711
325 10.3 0.2 0.198 0.3135 2.703
326 10.33 0.2 0.198 0.3126 2.695
327 10.37 0.2 0.198 0.3114 2.685
328 10.4 0.19 0.1881 0.3262 2.672
329 10.43 0.2 0.198 0.3096 2.669
330 10.47 0.2 0.198 0.3084 2.659
331 10.5 0.2 0.198 0.3075 2.651
332 10.53 0.19 0.1881 0.3222 2.639
333 10.57 0.2 0.198 0.3055 2.634
334 10.6 0.19 0.1881 0.32 2.622
335 10.63 0.2 0.198 0.3037 2.619
John's River LF
1/28/2016
336 10.67 0.19 0.1881 0.3179 2.604
337 10.7 0.19 0.1881 0.3171 2.597
338 10.73 0.19 0.1881 0.3162 2.59
339 10.77 0.18 0.1782 0.331 2.569
340 10.8 0.18 0.1782 0.3301 2.562
341 10.83 0.18 0.1782 0.3292 2.554
342 10.87 0.19 0.1881 0.3121 2.556
343 10.9 0.19 0.1881 0.3112 2.549
344 10.93 0.18 0.1782 0.3262 2.531
345 10.97 0.18 0.1782 0.325 2.522
346 11.0.18 0.1782 0.3241 2.515
347 11.03 0.19 0.1881 0.3076 2.519
348 11.07 0.19 0.1881 0.3065 2.51
349 11.1 0.19 0.1881 0.3056 2.503
350 11.13 0.19 0.1881 0.3048 2.497
351 11.17 0.18 0.1782 0.3192 2.477
352 11.2 0.19 0.1881 0.3029 2.481
353 11.23 0.18 0.1782 0.3175 2.463
354 11.27 0.19 0.1881 0.301 2.466
355 11.3 0.18 0.1782 0.3155 2.448
356 11.33 0.17 0.1683 0.3308 2.424
357 11.37 0.18 0.1782 0.3136 2.433
358 11.4 0.19 0.1881 0.2976 2.438
359 11.43 0.19 0.1881 0.2968 2.431
360 11.47 0.18 0.1782 0.3108 2.412
361 11.5 0.18 0.1782 0.31 2.406
362 11.53 0.18 0.1782 0.3092 2.399
363 11.57 0.18 0.1782 0.3081 2.391
364 11.6 0.18 0.1782 0.3073 2.385
365 11.63 0.19 0.1881 0.2917 2.389
366 11.67 0.18 0.1782 0.3055 2.371
367 11.7 0.18 0.1782 0.3047 2.364
368 11.73 0.17 0.1683 0.3195 2.341
369 11.77 0.18 0.1782 0.3029 2.35
370 11.8 0.18 0.1782 0.3021 2.344
371 11.83 0.18 0.1782 0.3014 2.339
372 11.87 0.19 0.1881 0.2858 2.341
373 11.9 0.17 0.1683 0.3149 2.308
374 11.93 0.19 0.1881 0.2844 2.329
375 11.97 0.19 0.1881 0.2834 2.321
376 12.0.18 0.1782 0.2971 2.305
377 12.03 0.17 0.1683 0.3115 2.283
378 12.07 0.17 0.1683 0.3105 2.275
379 12.1 0.18 0.1782 0.2946 2.286
380 12.13 0.18 0.1782 0.2939 2.281
381 12.17 0.17 0.1683 0.3079 2.257
382 12.2 0.17 0.1683 0.3072 2.251
383 12.23 0.18 0.1782 0.2915 2.262
384 12.27 0.17 0.1683 0.3054 2.238
385 12.3 0.17 0.1683 0.3047 2.233
386 12.33 0.18 0.1782 0.2891 2.244
387 12.37 0.16 0.1584 0.3186 2.198
388 12.4 0.17 0.1683 0.3022 2.215
389 12.43 0.17 0.1683 0.3015 2.21
390 12.47 0.17 0.1683 0.3005 2.202
391 12.5 0.17 0.1683 0.2998 2.197
392 12.53 0.17 0.1683 0.2991 2.192
John's River LF
1/28/2016
393 12.57 0.18 0.1782 0.2836 2.201
394 12.6 0.16 0.1584 0.3128 2.157
395 12.63 0.17 0.1683 0.2967 2.175
396 12.67 0.17 0.1683 0.2958 2.168
397 12.7 0.16 0.1584 0.3103 2.14
398 12.73 0.17 0.1683 0.2944 2.157
399 12.77 0.16 0.1584 0.3086 2.129
400 12.8 0.17 0.1683 0.2928 2.146
401 12.83 0.17 0.1683 0.2921 2.141
402 12.87 0.16 0.1584 0.3062 2.112
403 12.9 0.17 0.1683 0.2905 2.129
404 12.93 0.17 0.1683 0.2898 2.124
405 12.97 0.16 0.1584 0.3039 2.096
406 13.0.17 0.1683 0.2883 2.113
407 13.03 0.16 0.1584 0.3025 2.086
408 13.07 0.16 0.1584 0.3015 2.08
409 13.1 0.18 0.1782 0.2721 2.112
410 13.13 0.16 0.1584 0.3002 2.07
411 13.17 0.17 0.1683 0.2845 2.085
412 13.2 0.17 0.1683 0.2839 2.081
413 13.23 0.16 0.1584 0.2979 2.055
414 13.27 0.17 0.1683 0.2824 2.07
415 13.3 0.17 0.1683 0.2818 2.065
416 13.33 0.16 0.1584 0.2957 2.039
417 13.37 0.17 0.1683 0.2803 2.054
418 13.4 0.17 0.1683 0.2797 2.05
419 13.43 0.16 0.1584 0.2934 2.024
420 13.47 0.16 0.1584 0.2926 2.018
421 13.5 0.16 0.1584 0.2919 2.014
422 13.53 0.16 0.1584 0.2913 2.009
423 13.57 0.15 0.1485 0.3056 1.976
424 13.6 0.17 0.1683 0.2756 2.019
425 13.63 0.16 0.1584 0.2891 1.994
426 13.67 0.16 0.1584 0.2883 1.989
427 13.7 0.16 0.1584 0.2877 1.984
428 13.73 0.16 0.1584 0.287 1.98
429 13.77 0.16 0.1584 0.2862 1.974
430 13.8 0.16 0.1584 0.2856 1.97
431 13.83 0.16 0.1584 0.285 1.966
432 13.87 0.16 0.1584 0.2841 1.96
433 13.9 0.16 0.1584 0.2835 1.956
434 13.93 0.16 0.1584 0.2829 1.951
435 13.97 0.16 0.1584 0.2821 1.946
436 14.0.16 0.1584 0.2815 1.942
437 14.03 0.15 0.1485 0.2956 1.911
438 14.07 0.15 0.1485 0.2947 1.906
439 14.1 0.15 0.1485 0.2941 1.902
440 14.13 0.15 0.1485 0.2935 1.898
441 14.17 0.16 0.1584 0.2781 1.918
442 14.2 0.16 0.1584 0.2775 1.914
443 14.23 0.16 0.1584 0.277 1.91
444 14.27 0.16 0.1584 0.2762 1.905
445 14.3 0.15 0.1485 0.29 1.875
446 14.33 0.15 0.1485 0.2894 1.871
447 14.37 0.14 0.1386 0.3039 1.834
448 14.4 0.16 0.1584 0.2737 1.888
449 14.43 0.15 0.1485 0.2874 1.858
John's River LF
1/28/2016
450 14.47 0.14 0.1386 0.3018 1.822
451 14.5 0.15 0.1485 0.286 1.849
452 14.53 0.15 0.1485 0.2854 1.846
453 14.57 0.15 0.1485 0.2846 1.841
454 14.6 0.14 0.1386 0.2991 1.805
455 14.63 0.15 0.1485 0.2835 1.833
456 14.67 0.15 0.1485 0.2827 1.828
457 14.7 0.16 0.1584 0.2681 1.849
458 14.73 0.15 0.1485 0.2815 1.821
459 14.77 0.15 0.1485 0.2808 1.816
460 14.8 0.15 0.1485 0.2802 1.812
461 14.83 0.15 0.1485 0.2796 1.808
462 14.87 0.15 0.1485 0.2789 1.803
463 14.9 0.14 0.1386 0.2931 1.769
464 14.93 0.15 0.1485 0.2778 1.796
465 14.97 0.15 0.1485 0.277 1.791
466 15.0.15 0.1485 0.2765 1.788
467 15.03 0.15 0.1485 0.2759 1.784
468 15.07 0.14 0.1386 0.2898 1.749
469 15.1 0.15 0.1485 0.2746 1.776
470 15.13 0.15 0.1485 0.2741 1.772
471 15.17 0.14 0.1386 0.2879 1.738
472 15.2 0.14 0.1386 0.2873 1.734
473 15.23 0.14 0.1386 0.2868 1.731
474 15.27 0.15 0.1485 0.2716 1.756
475 15.3 0.14 0.1386 0.2854 1.723
476 15.33 0.15 0.1485 0.2705 1.749
477 15.37 0.15 0.1485 0.2698 1.745
478 15.4 0.14 0.1386 0.2836 1.712
479 15.43 0.14 0.1386 0.283 1.708
480 15.47 0.15 0.1485 0.2681 1.733
481 15.5 0.15 0.1485 0.2675 1.73
482 15.53 0.14 0.1386 0.2812 1.697
483 15.57 0.15 0.1485 0.2663 1.722
484 15.6 0.15 0.1485 0.2658 1.719
485 15.63 0.15 0.1485 0.2653 1.716
486 15.67 0.15 0.1485 0.2646 1.711
487 15.7 0.14 0.1386 0.2782 1.679
488 15.73 0.14 0.1386 0.2776 1.676
489 15.77 0.14 0.1386 0.2769 1.671
490 15.8 0.14 0.1386 0.2764 1.668
491 15.83 0.14 0.1386 0.2759 1.665
492 15.87 0.14 0.1386 0.2752 1.661
493 15.9 0.14 0.1386 0.2747 1.658
494 15.93 0.14 0.1386 0.2742 1.655
495 15.97 0.14 0.1386 0.2735 1.65
496 16.0.13 0.1287 0.2877 1.613
497 16.03 0.14 0.1386 0.2724 1.644
498 16.07 0.13 0.1287 0.2865 1.606
499 16.1 0.14 0.1386 0.2713 1.637
500 16.13 0.13 0.1287 0.2854 1.6
501 16.17 0.13 0.1287 0.2847 1.596
502 16.2 0.14 0.1386 0.2696 1.627
503 16.23 0.14 0.1386 0.2691 1.624
504 16.27 0.15 0.1485 0.2549 1.648
505 16.3 0.14 0.1386 0.2679 1.617
506 16.33 0.13 0.1287 0.2819 1.58
John's River LF
1/28/2016
507 16.37 0.13 0.1287 0.2812 1.576
508 16.4 0.13 0.1287 0.2807 1.573
509 16.43 0.13 0.1287 0.2802 1.57
510 16.47 0.14 0.1386 0.2652 1.6
511 16.5 0.14 0.1386 0.2647 1.597
512 16.53 0.13 0.1287 0.2785 1.561
513 16.57 0.14 0.1386 0.2636 1.591
514 16.6 0.13 0.1287 0.2773 1.554
515 16.63 0.14 0.1386 0.2626 1.585
516 16.67 0.13 0.1287 0.2762 1.548
517 16.7 0.13 0.1287 0.2757 1.545
518 16.73 0.14 0.1386 0.261 1.575
519 16.77 0.13 0.1287 0.2745 1.539
520 16.8 0.13 0.1287 0.274 1.536
521 16.83 0.13 0.1287 0.2735 1.533
522 16.87 0.13 0.1287 0.2729 1.529
523 16.9 0.13 0.1287 0.2724 1.527
524 16.93 0.13 0.1287 0.2719 1.524
525 16.97 0.13 0.1287 0.2713 1.52
526 17.0.14 0.1386 0.2569 1.55
527 17.03 0.12 0.1188 0.2853 1.476
528 17.07 0.14 0.1386 0.2558 1.544
529 17.1 0.13 0.1287 0.2692 1.509
530 17.13 0.13 0.1287 0.2688 1.506
531 17.17 0.13 0.1287 0.2681 1.503
532 17.2 0.13 0.1287 0.2677 1.5
533 17.23 0.12 0.1188 0.282 1.459
534 17.27 0.13 0.1287 0.2666 1.494
535 17.3 0.12 0.1188 0.2809 1.453
536 17.33 0.14 0.1386 0.252 1.521
537 17.37 0.12 0.1188 0.2797 1.447
538 17.4 0.12 0.1188 0.2793 1.445
539 17.43 0.12 0.1188 0.2788 1.442
540 17.47 0.13 0.1287 0.2635 1.477
541 17.5 0.12 0.1188 0.2777 1.436
542 17.53 0.13 0.1287 0.2626 1.472
543 17.57 0.13 0.1287 0.262 1.468
544 17.6 0.13 0.1287 0.2616 1.466
545 17.63 0.12 0.1188 0.2756 1.426
546 17.67 0.13 0.1287 0.2605 1.46
547 17.7 0.12 0.1188 0.2745 1.42
548 17.73 0.12 0.1188 0.2741 1.418
549 17.77 0.13 0.1287 0.2591 1.452
550 17.8 0.13 0.1287 0.2586 1.449
551 17.83 0.12 0.1188 0.2725 1.41
552 17.87 0.13 0.1287 0.2576 1.444
553 17.9 0.13 0.1287 0.2572 1.441
554 17.93 0.12 0.1188 0.271 1.402
555 17.97 0.12 0.1188 0.2704 1.399
556 18.0.11 0.1089 0.2854 1.353
557 18.03 0.13 0.1287 0.2553 1.431
558 18.07 0.12 0.1188 0.2689 1.391
559 18.1 0.11 0.1089 0.2838 1.346
560 18.13 0.12 0.1188 0.268 1.387
561 18.17 0.12 0.1188 0.2674 1.383
562 18.2 0.11 0.1089 0.2823 1.338
563 18.23 0.13 0.1287 0.2525 1.415
John's River LF
1/28/2016
564 18.27 0.12 0.1188 0.266 1.376
565 18.3 0.13 0.1287 0.2516 1.41
566 18.33 0.13 0.1287 0.2512 1.408
567 18.37 0.12 0.1188 0.2645 1.368
568 18.4 0.12 0.1188 0.2641 1.366
569 18.43 0.12 0.1188 0.2637 1.364
570 18.47 0.13 0.1287 0.2493 1.397
571 18.5 0.11 0.1089 0.2777 1.317
572 18.53 0.12 0.1188 0.2622 1.357
573 18.57 0.12 0.1188 0.2617 1.354
574 18.6 0.12 0.1188 0.2612 1.352
575 18.63 0.12 0.1188 0.2608 1.349
576 18.67 0.12 0.1188 0.2603 1.346
577 18.7 0.12 0.1188 0.2599 1.344
578 18.73 0.12 0.1188 0.2594 1.342
579 18.77 0.12 0.1188 0.2589 1.339
580 18.8 0.11 0.1089 0.2732 1.296
581 18.83 0.11 0.1089 0.2728 1.294
582 18.87 0.12 0.1188 0.2575 1.332
583 18.9 0.12 0.1188 0.2571 1.33
584 18.93 0.12 0.1188 0.2567 1.328
585 18.97 0.12 0.1188 0.2562 1.325
586 19.0.12 0.1188 0.2557 1.323
587 19.03 0.11 0.1089 0.2699 1.28
588 19.07 0.12 0.1188 0.2548 1.318
589 19.1 0.11 0.1089 0.269 1.275
590 19.13 0.12 0.1188 0.254 1.314
591 19.17 0.12 0.1188 0.2535 1.311
592 19.2 0.12 0.1188 0.2531 1.309
593 19.23 0.11 0.1089 0.2671 1.267
594 19.27 0.12 0.1188 0.2522 1.305
595 19.3 0.12 0.1188 0.2518 1.302
596 19.33 0.11 0.1089 0.2658 1.26
597 19.37 0.12 0.1188 0.2509 1.298
598 19.4 0.12 0.1188 0.2505 1.296
599 19.43 0.11 0.1089 0.2644 1.254
600 19.47 0.11 0.1089 0.2638 1.251
601 19.5 0.12 0.1188 0.2492 1.289
602 19.53 0.12 0.1188 0.2488 1.287
603 19.57 0.12 0.1188 0.2483 1.285
604 19.6 0.11 0.1089 0.2621 1.243
605 19.63 0.11 0.1089 0.2617 1.241
606 19.67 0.11 0.1089 0.2612 1.238
607 19.7 0.11 0.1089 0.2608 1.237
608 19.73 0.11 0.1089 0.2604 1.235
609 19.77 0.11 0.1089 0.2598 1.232
610 19.8 0.11 0.1089 0.2594 1.23
611 19.83 0.12 0.1188 0.245 1.268
612 19.87 0.1 9.901e-002 0.2738 1.181
613 19.9 0.1 9.901e-002 0.2734 1.179
614 19.93 0.11 0.1089 0.2578 1.222
615 19.97 0.1 9.901e-002 0.2725 1.175
616 20.0.11 0.1089 0.2568 1.218
617 20.03 0.11 0.1089 0.2565 1.216
618 20.07 0.11 0.1089 0.256 1.214
619 20.1 0.1 9.901e-002 0.2707 1.167
620 20.13 0.11 0.1089 0.2552 1.21
John's River LF
1/28/2016
621 20.17 0.11 0.1089 0.2547 1.208
622 20.2 0.1 9.901e-002 0.2694 1.161
623 20.23 0.1 9.901e-002 0.269 1.16
624 20.27 0.11 0.1089 0.2534 1.202
625 20.3 0.11 0.1089 0.2531 1.2
626 20.33 0.11 0.1089 0.2527 1.198
627 20.37 0.11 0.1089 0.2522 1.196
628 20.4 0.1 9.901e-002 0.2667 1.15
629 20.43 0.1 9.901e-002 0.2663 1.148
630 20.47 0.12 0.1188 0.2374 1.228
631 20.5 0.1 9.901e-002 0.2654 1.144
632 20.53 0.1 9.901e-002 0.265 1.143
633 20.57 0.1 9.901e-002 0.2645 1.14
634 20.6 0.11 0.1089 0.2494 1.183
635 20.63 0.1 9.901e-002 0.2638 1.137
636 20.67 0.12 0.1188 0.2351 1.216
637 20.7 0.11 0.1089 0.2482 1.177
638 20.73 0.1 9.901e-002 0.2625 1.132
639 20.77 0.11 0.1089 0.2473 1.173
640 20.8 0.1 9.901e-002 0.2616 1.128
641 20.83 0.11 0.1089 0.2466 1.169
642 20.87 0.1 9.901e-002 0.2607 1.124
643 20.9 0.11 0.1089 0.2458 1.166
644 20.93 0.11 0.1089 0.2454 1.164
645 20.97 0.12 0.1188 0.2317 1.199
646 21.0.1 9.901e-002 0.2591 1.117
647 21.03 0.11 0.1089 0.2443 1.158
648 21.07 0.11 0.1089 0.2438 1.156
649 21.1 0.1 9.901e-002 0.2579 1.112
650 21.13 0.1 9.901e-002 0.2575 1.11
651 21.17 0.11 0.1089 0.2427 1.151
652 21.2 0.1 9.901e-002 0.2567 1.106
653 21.23 0.1 9.901e-002 0.2563 1.105
654 21.27 0.11 0.1089 0.2415 1.145
655 21.3 0.11 0.1089 0.2412 1.144
656 21.33 0.1 9.901e-002 0.2551 1.1
657 21.37 0.11 0.1089 0.2404 1.14
658 21.4 0.1 9.901e-002 0.2543 1.096
659 21.43 0.1 9.901e-002 0.2539 1.095
660 21.47 0.12 0.1188 0.2263 1.171
661 21.5 0.11 0.1089 0.2389 1.133
662 21.53 0.1 9.901e-002 0.2527 1.09
663 21.57 0.11 0.1089 0.2382 1.129
664 21.6 0.1 9.901e-002 0.2519 1.086
665 21.63 0.11 0.1089 0.2375 1.126
666 21.67 0.11 0.1089 0.2371 1.124
667 21.7 0.1 9.901e-002 0.2507 1.081
668 21.73 0.1 9.901e-002 0.2504 1.079
669 21.77 0.1 9.901e-002 0.2499 1.077
670 21.8 0.1 9.901e-002 0.2496 1.076
671 21.83 0.1 9.901e-002 0.2493 1.075
672 21.87 0.1 9.901e-002 0.2488 1.073
673 21.9 0.1 9.901e-002 0.2485 1.071
674 21.93 0.1 9.901e-002 0.2481 1.07
675 21.97 0.11 0.1089 0.2338 1.109
676 22.0.12 0.1188 0.2209 1.143
677 22.03 0.1 9.901e-002 0.247 1.065
John's River LF
1/28/2016
678 22.07 0.1 9.901e-002 0.2465 1.063
679 22.1 0.1 9.901e-002 0.2462 1.061
680 22.13 9.e-002 8.911e-002 0.2611 1.013
681 22.17 0.1 9.901e-002 0.2454 1.058
682 22.2 0.1 9.901e-002 0.2451 1.057
683 22.23 0.1 9.901e-002 0.2448 1.055
684 22.27 0.11 0.1089 0.2307 1.094
685 22.3 0.1 9.901e-002 0.244 1.052
686 22.33 0.11 0.1089 0.23 1.091
687 22.37 0.1 9.901e-002 0.2432 1.049
688 22.4 0.1 9.901e-002 0.2429 1.047
689 22.43 9.e-002 8.911e-002 0.2576 0.9994
690 22.47 0.1 9.901e-002 0.2422 1.044
691 22.5 0.1 9.901e-002 0.2418 1.043
692 22.53 0.11 0.1089 0.228 1.081
693 22.57 0.1 9.901e-002 0.2411 1.039
694 22.6 0.1 9.901e-002 0.2408 1.038
695 22.63 0.11 0.1089 0.227 1.076
696 22.67 9.e-002 8.911e-002 0.2549 0.9888
697 22.7 0.1 9.901e-002 0.2397 1.033
698 22.73 0.1 9.901e-002 0.2394 1.032
699 22.77 0.1 9.901e-002 0.239 1.03
700 22.8 0.1 9.901e-002 0.2386 1.029
701 22.83 0.1 9.901e-002 0.2383 1.027
702 22.87 0.11 0.1089 0.2246 1.065
703 22.9 0.1 9.901e-002 0.2376 1.024
704 22.93 0.1 9.901e-002 0.2373 1.023
705 22.97 0.1 9.901e-002 0.2369 1.021
706 23.0.11 0.1089 0.2233 1.059
707 23.03 0.1 9.901e-002 0.2363 1.019
708 23.07 0.1 9.901e-002 0.2359 1.017
709 23.1 0.1 9.901e-002 0.2355 1.015
710 23.13 0.1 9.901e-002 0.2352 1.014
711 23.17 0.1 9.901e-002 0.2348 1.012
712 23.2 9.e-002 8.911e-002 0.249 0.9662
713 23.23 0.1 9.901e-002 0.2342 1.01
714 23.27 9.e-002 8.911e-002 0.2483 0.9633
715 23.3 9.e-002 8.911e-002 0.248 0.9621
716 23.33 9.e-002 8.911e-002 0.2476 0.9608
717 23.37 9.e-002 8.911e-002 0.2472 0.9592
718 23.4 9.e-002 8.911e-002 0.2469 0.958
719 23.43 9.e-002 8.911e-002 0.2466 0.9567
720 23.47 0.1 9.901e-002 0.2318 0.9994
721 23.5 0.1 9.901e-002 0.2315 0.9982
722 23.53 0.1 9.901e-002 0.2312 0.9969
723 23.57 0.1 9.901e-002 0.2309 0.9952
724 23.6 8.e-002 7.921e-002 0.2607 0.8992
725 23.63 9.e-002 8.911e-002 0.2445 0.9486
726 23.67 9.e-002 8.911e-002 0.2441 0.947
727 23.7 0.1 9.901e-002 0.2296 0.9897
728 23.73 9.e-002 8.911e-002 0.2435 0.9446
729 23.77 9.e-002 8.911e-002 0.2431 0.943
730 23.8 9.e-002 8.911e-002 0.2428 0.9419
731 23.83 0.1 9.901e-002 0.2283 0.9843
732 23.87 9.e-002 8.911e-002 0.242 0.9391
733 23.9 0.1 9.901e-002 0.2277 0.9815
734 23.93 9.e-002 8.911e-002 0.2414 0.9367
John's River LF
1/28/2016
735 23.97 9.e-002 8.911e-002 0.241 0.9352
736 24.0.1 9.901e-002 0.2267 0.9774
737 24.03 9.e-002 8.911e-002 0.2404 0.9328
738 24.07 9.e-002 8.911e-002 0.24 0.9313
739 24.1 9.e-002 8.911e-002 0.2397 0.9301
740 24.13 9.e-002 8.911e-002 0.2394 0.929
741 24.17 8.e-002 7.921e-002 0.2546 0.878
742 24.2 9.e-002 8.911e-002 0.2387 0.9263
743 24.23 0.1 9.901e-002 0.2246 0.9681
744 24.27 9.e-002 8.911e-002 0.238 0.9236
745 24.3 9.e-002 8.911e-002 0.2378 0.9225
746 24.33 9.e-002 8.911e-002 0.2375 0.9213
747 24.37 9.e-002 8.911e-002 0.2371 0.9198
748 24.4 9.e-002 8.911e-002 0.2368 0.9187
749 24.43 9.e-002 8.911e-002 0.2365 0.9176
750 24.47 9.e-002 8.911e-002 0.2361 0.9161
751 24.5 0.1 9.901e-002 0.2221 0.9574
752 24.53 8.e-002 7.921e-002 0.2509 0.8651
753 24.57 9.e-002 8.911e-002 0.2351 0.9123
754 24.6 8.e-002 7.921e-002 0.2501 0.8627
755 24.63 8.e-002 7.921e-002 0.2498 0.8616
756 24.67 0.1 9.901e-002 0.2206 0.9508
757 24.7 9.e-002 8.911e-002 0.2339 0.9075
758 24.73 9.e-002 8.911e-002 0.2336 0.9064
759 24.77 8.e-002 7.921e-002 0.2484 0.8568
760 24.8 0.1 9.901e-002 0.2194 0.9458
761 24.83 9.e-002 8.911e-002 0.2327 0.9028
762 24.87 9.e-002 8.911e-002 0.2323 0.9013
763 24.9 9.e-002 8.911e-002 0.232 0.9002
764 24.93 9.e-002 8.911e-002 0.2317 0.8992
765 24.97 8.e-002 7.921e-002 0.2464 0.8499
766 25.8.e-002 7.921e-002 0.2461 0.8489
767 25.03 9.e-002 8.911e-002 0.2308 0.8956
768 25.07 8.e-002 7.921e-002 0.2454 0.8465
769 25.1 9.e-002 8.911e-002 0.2302 0.8931
770 25.13 0.1 9.901e-002 0.2165 0.9334
771 25.17 9.e-002 8.911e-002 0.2295 0.8906
772 25.2 9.e-002 8.911e-002 0.2293 0.8895
773 25.23 8.e-002 7.921e-002 0.2439 0.8411
774 25.27 0.1 9.901e-002 0.2153 0.9283
775 25.3 9.e-002 8.911e-002 0.2284 0.886
776 25.33 0.1 9.901e-002 0.2148 0.9261
777 25.37 8.e-002 7.921e-002 0.2425 0.8365
778 25.4 9.e-002 8.911e-002 0.2275 0.8825
779 25.43 9.e-002 8.911e-002 0.2272 0.8815
780 25.47 8.e-002 7.921e-002 0.2416 0.8332
781 25.5 8.e-002 7.921e-002 0.2413 0.8322
782 25.53 9.e-002 8.911e-002 0.2263 0.878
783 25.57 8.e-002 7.921e-002 0.2406 0.83
784 25.6 9.e-002 8.911e-002 0.2257 0.8756
785 25.63 9.e-002 8.911e-002 0.2254 0.8746
786 25.67 9.e-002 8.911e-002 0.2251 0.8732
787 25.7 0.1 9.901e-002 0.2117 0.9127
788 25.73 9.e-002 8.911e-002 0.2245 0.8712
789 25.77 8.e-002 7.921e-002 0.2388 0.8235
790 25.8 8.e-002 7.921e-002 0.2385 0.8226
791 25.83 8.e-002 7.921e-002 0.2382 0.8216
John's River LF
1/28/2016
792 25.87 0.1 9.901e-002 0.2103 0.9067
793 25.9 9.e-002 8.911e-002 0.2231 0.8655
794 25.93 8.e-002 7.921e-002 0.2373 0.8184
795 25.97 9.e-002 8.911e-002 0.2225 0.8632
796 26.9.e-002 8.911e-002 0.2222 0.8622
797 26.03 9.e-002 8.911e-002 0.222 0.8612
798 26.07 8.e-002 7.921e-002 0.236 0.814
799 26.1 9.e-002 8.911e-002 0.2214 0.8589
800 26.13 8.e-002 7.921e-002 0.2355 0.8122
801 26.17 9.e-002 8.911e-002 0.2208 0.8566
802 26.2 8.e-002 7.921e-002 0.2349 0.81
803 26.23 8.e-002 7.921e-002 0.2346 0.8091
804 26.27 8.e-002 7.921e-002 0.2342 0.8078
805 26.3 8.e-002 7.921e-002 0.234 0.8069
806 26.33 8.e-002 7.921e-002 0.2337 0.806
807 26.37 9.e-002 8.911e-002 0.2191 0.8501
808 26.4 8.e-002 7.921e-002 0.2331 0.8039
809 26.43 0.11 0.1089 0.1944 0.9217
810 26.47 9.e-002 8.911e-002 0.2183 0.8468
811 26.5 8.e-002 7.921e-002 0.2322 0.8008
812 26.53 9.e-002 8.911e-002 0.2178 0.8449
813 26.57 9.e-002 8.911e-002 0.2174 0.8437
814 26.6 8.e-002 7.921e-002 0.2313 0.7978
815 26.63 7.e-002 6.931e-002 0.2471 0.7456
816 26.67 8.e-002 7.921e-002 0.2307 0.7957
817 26.7 9.e-002 8.911e-002 0.2164 0.8396
818 26.73 8.e-002 7.921e-002 0.2302 0.7939
819 26.77 7.e-002 6.931e-002 0.2458 0.7417
820 26.8 9.e-002 8.911e-002 0.2156 0.8364
821 26.83 8.e-002 7.921e-002 0.2293 0.791
822 26.87 8.e-002 7.921e-002 0.229 0.7898
823 26.9 9.e-002 8.911e-002 0.2148 0.8333
824 26.93 9.e-002 8.911e-002 0.2145 0.8324
825 26.97 8.e-002 7.921e-002 0.2282 0.7869
826 27.9.e-002 8.911e-002 0.214 0.8302
827 27.03 7.e-002 6.931e-002 0.2434 0.7346
828 27.07 0.1 9.901e-002 0.201 0.8665
829 27.1 9.e-002 8.911e-002 0.2132 0.8272
830 27.13 8.e-002 7.921e-002 0.2268 0.7822
831 27.17 8.e-002 7.921e-002 0.2265 0.7811
832 27.2 8.e-002 7.921e-002 0.2262 0.7802
833 27.23 7.e-002 6.931e-002 0.2416 0.7292
834 27.27 8.e-002 7.921e-002 0.2256 0.7782
835 27.3 8.e-002 7.921e-002 0.2254 0.7774
836 27.33 9.e-002 8.911e-002 0.2114 0.8202
837 27.37 8.e-002 7.921e-002 0.2248 0.7754
838 27.4 8.e-002 7.921e-002 0.2246 0.7745
839 27.43 9.e-002 8.911e-002 0.2106 0.8172
840 27.47 8.e-002 7.921e-002 0.224 0.7725
841 27.5 8.e-002 7.921e-002 0.2238 0.7717
842 27.53 8.e-002 7.921e-002 0.2235 0.7709
843 27.57 8.e-002 7.921e-002 0.2232 0.7697
844 27.6 9.e-002 8.911e-002 0.2093 0.8122
845 27.63 9.e-002 8.911e-002 0.2091 0.8113
846 27.67 9.e-002 8.911e-002 0.2088 0.8101
847 27.7 7.e-002 6.931e-002 0.2375 0.7168
848 27.73 9.e-002 8.911e-002 0.2083 0.8084
John's River LF
1/28/2016
849 27.77 9.e-002 8.911e-002 0.208 0.8072
850 27.8 9.e-002 8.911e-002 0.2078 0.8063
851 27.83 9.e-002 8.911e-002 0.2076 0.8055
852 27.87 9.e-002 8.911e-002 0.2073 0.8043
853 27.9 9.e-002 8.911e-002 0.2071 0.8034
854 27.93 9.e-002 8.911e-002 0.2069 0.8026
855 27.97 9.e-002 8.911e-002 0.2066 0.8014
856 28.9.e-002 8.911e-002 0.2063 0.8006
857 28.03 9.e-002 8.911e-002 0.2061 0.7997
858 28.07 8.e-002 7.921e-002 0.2192 0.756
859 28.1 9.e-002 8.911e-002 0.2056 0.7977
860 28.13 8.e-002 7.921e-002 0.2187 0.7544
861 28.17 7.e-002 6.931e-002 0.2336 0.7048
862 28.2 9.e-002 8.911e-002 0.2049 0.7949
863 28.23 8.e-002 7.921e-002 0.218 0.7518
864 28.27 8.e-002 7.921e-002 0.2177 0.7507
865 28.3 8.e-002 7.921e-002 0.2174 0.7499
866 28.33 8.e-002 7.921e-002 0.2172 0.7491
867 28.37 8.e-002 7.921e-002 0.2169 0.748
868 28.4 7.e-002 6.931e-002 0.2317 0.6991
869 28.43 7.e-002 6.931e-002 0.2314 0.6984
870 28.47 7.e-002 6.931e-002 0.2311 0.6974
871 28.5 8.e-002 7.921e-002 0.2159 0.7446
872 28.53 9.e-002 8.911e-002 0.2025 0.7857
873 28.57 9.e-002 8.911e-002 0.2022 0.7846
874 28.6 8.e-002 7.921e-002 0.2152 0.742
875 28.63 8.e-002 7.921e-002 0.2149 0.7412
876 28.67 8.e-002 7.921e-002 0.2146 0.7402
877 28.7 8.e-002 7.921e-002 0.2144 0.7394
878 28.73 8.e-002 7.921e-002 0.2142 0.7387
879 28.77 8.e-002 7.921e-002 0.2139 0.7376
880 28.8 8.e-002 7.921e-002 0.2137 0.7369
881 28.83 8.e-002 7.921e-002 0.2134 0.7361
882 28.87 8.e-002 7.921e-002 0.2131 0.7351
883 28.9 8.e-002 7.921e-002 0.2129 0.7343
884 28.93 9.e-002 8.911e-002 0.1997 0.7748
885 28.97 8.e-002 7.921e-002 0.2124 0.7325
886 29.8.e-002 7.921e-002 0.2122 0.7318
887 29.03 8.e-002 7.921e-002 0.212 0.731
888 29.07 9.e-002 8.911e-002 0.1987 0.7711
889 29.1 8.e-002 7.921e-002 0.2115 0.7293
890 29.13 8.e-002 7.921e-002 0.2112 0.7285
891 29.17 8.e-002 7.921e-002 0.2109 0.7275
892 29.2 7.e-002 6.931e-002 0.2253 0.68
893 29.23 7.e-002 6.931e-002 0.2251 0.6793
894 29.27 8.e-002 7.921e-002 0.2102 0.725
895 29.3 9.e-002 8.911e-002 0.1972 0.7651
896 29.33 7.e-002 6.931e-002 0.2243 0.677
897 29.37 7.e-002 6.931e-002 0.224 0.676
898 29.4 8.e-002 7.921e-002 0.2093 0.7218
899 29.43 9.e-002 8.911e-002 0.1963 0.7617
900 29.47 0.1 9.901e-002 0.1846 0.796
901 29.5 7.e-002 6.931e-002 0.223 0.6731
902 29.53 8.e-002 7.921e-002 0.2084 0.7187
903 29.57 7.e-002 6.931e-002 0.2225 0.6715
904 29.6 8.e-002 7.921e-002 0.2079 0.717
905 29.63 9.e-002 8.911e-002 0.195 0.7565
John's River LF
1/28/2016
906 29.67 8.e-002 7.921e-002 0.2074 0.7153
907 29.7 8.e-002 7.921e-002 0.2072 0.7145
908 29.73 7.e-002 6.931e-002 0.2213 0.6679
909 29.77 8.e-002 7.921e-002 0.2067 0.7129
910 29.8 7.e-002 6.931e-002 0.2208 0.6663
911 29.83 8.e-002 7.921e-002 0.2063 0.7114
912 29.87 8.e-002 7.921e-002 0.206 0.7105
913 29.9 8.e-002 7.921e-002 0.2058 0.7098
914 29.93 8.e-002 7.921e-002 0.2056 0.7091
915 29.97 8.e-002 7.921e-002 0.2053 0.7081
916 30.8.e-002 7.921e-002 0.2051 0.7074
917 30.03 7.e-002 6.931e-002 0.2191 0.6612
918 30.07 8.e-002 7.921e-002 0.2046 0.7058
919 30.1 8.e-002 7.921e-002 0.2044 0.705
920 30.13 8.e-002 7.921e-002 0.2042 0.7043
921 30.17 8.e-002 7.921e-002 0.204 0.7034
922 30.2 7.e-002 6.931e-002 0.2179 0.6575
923 30.23 8.e-002 7.921e-002 0.2036 0.702
Arithmetic Means:
Hydraulic Conductivity 0.3392 feet/day
Transmissivity 10.18 ft2/day
Geometric Means:
Hydraulic Conductivity 0.3108 feet/day
Transmissivity 9.324 ft2/day
Sensitivity Analysis:
Hydraulic Conductivity 0.299 feet/day
Transmissivity 8.969 ft2/day
John's River LF
1/28/2016
Burke Co. JR Design Hydrogeo 2016
Site Name:John's River LF
Location:Phase 4
Test Date:1/12/2016
Client:Burke County
Project Number:277.1602.12
Well Label:PZ-41 Falling Head 2
Aquifer Thickness:30. feet
Screen Length:20. feet
Casing Radius:8.3e-002 feet
Effective Radius:0.25 feet
Gravel Pack Porosity:30. %
Corrected Casing Radius:0.1535 feet
Static Water Level:0. feet
Water Table to Screen Bottom:15.5 feet
Anisotropy Ratio:1.
Time Adjustment:30. Seconds
Test starts with trial 8
There are 923 time and drawdown measurements
Maximum head is 1.01 feet
Minimum head is 0. feet
Trial Time Adjusted Time Drawdown Head Head Ratio
(minutes)(minutes)(feet)(feet)
1 0.-0.5 0.0.0.
2 3.e-002 -0.47 -1.e-002 1.e-002 9.901e-003
3 7.e-002 -0.43 -1.e-002 1.e-002 9.901e-003
4 0.1 -0.4 -0.59 0.59 0.5842
5 0.13 -0.37 -0.39 0.39 0.3861
6 0.17 -0.33 -0.39 0.39 0.3861
7 0.2 -0.3 -0.9 0.9 0.8911
8 0.23 -0.27 -0.55 0.55 0.5446
9 0.27 -0.23 -1.01 1.01 1.
10 0.3 -0.2 -0.31 0.31 0.3069
11 0.33 -0.17 -0.73 0.73 0.7228
12 0.37 -0.13 -0.26 0.26 0.2574
13 0.4 -0.1 -0.49 0.49 0.4851
14 0.43 -7.e-002 -0.67 0.67 0.6634
15 0.47 -3.e-002 -0.49 0.49 0.4851
16 0.5 0.-0.55 0.55 0.5446
17 0.53 3.e-002 -0.54 0.54 0.5347
18 0.57 7.e-002 -0.53 0.53 0.5248
19 0.6 1.e-001 -0.53 0.53 0.5248
20 0.63 0.13 -0.52 0.52 0.5149
21 0.67 0.17 -0.5 0.5 0.495
22 0.7 0.2 -0.51 0.51 0.505
23 0.73 0.23 -0.5 0.5 0.495
24 0.77 0.27 -0.49 0.49 0.4851
25 0.8 0.3 -0.49 0.49 0.4851
26 0.83 0.33 -0.48 0.48 0.4752
27 0.87 0.37 -0.48 0.48 0.4752
28 0.9 0.4 -0.46 0.46 0.4554
29 0.93 0.43 -0.47 0.47 0.4653
30 0.97 0.47 -0.47 0.47 0.4653
31 1.0.5 -0.47 0.47 0.4653
32 1.03 0.53 -0.46 0.46 0.4554
John's River LF
1/28/2016
33 1.07 0.57 -0.45 0.45 0.4455
34 1.1 0.6 -0.44 0.44 0.4356
35 1.13 0.63 -0.44 0.44 0.4356
36 1.17 0.67 -0.44 0.44 0.4356
37 1.2 0.7 -0.44 0.44 0.4356
38 1.23 0.73 -0.44 0.44 0.4356
39 1.27 0.77 -0.44 0.44 0.4356
40 1.3 0.8 -0.43 0.43 0.4257
41 1.33 0.83 -0.43 0.43 0.4257
42 1.37 0.87 -0.43 0.43 0.4257
43 1.4 0.9 -0.42 0.42 0.4158
44 1.43 0.93 -0.43 0.43 0.4257
45 1.47 0.97 -0.42 0.42 0.4158
46 1.5 1.-0.43 0.43 0.4257
47 1.53 1.03 -0.43 0.43 0.4257
48 1.57 1.07 -0.42 0.42 0.4158
49 1.6 1.1 -0.41 0.41 0.4059
50 1.63 1.13 -0.42 0.42 0.4158
51 1.67 1.17 -0.41 0.41 0.4059
52 1.7 1.2 -0.41 0.41 0.4059
53 1.73 1.23 -0.42 0.42 0.4158
54 1.77 1.27 -0.4 0.4 0.396
55 1.8 1.3 -0.41 0.41 0.4059
56 1.83 1.33 -0.41 0.41 0.4059
57 1.87 1.37 -0.4 0.4 0.396
58 1.9 1.4 -0.41 0.41 0.4059
59 1.93 1.43 -0.4 0.4 0.396
60 1.97 1.47 -0.41 0.41 0.4059
61 2.1.5 -0.4 0.4 0.396
62 2.03 1.53 -0.4 0.4 0.396
63 2.07 1.57 -0.4 0.4 0.396
64 2.1 1.6 -0.4 0.4 0.396
65 2.13 1.63 -0.39 0.39 0.3861
66 2.17 1.67 -0.39 0.39 0.3861
67 2.2 1.7 -0.39 0.39 0.3861
68 2.23 1.73 -0.39 0.39 0.3861
69 2.27 1.77 -0.39 0.39 0.3861
70 2.3 1.8 -0.39 0.39 0.3861
71 2.33 1.83 -0.39 0.39 0.3861
72 2.37 1.87 -0.39 0.39 0.3861
73 2.4 1.9 -0.38 0.38 0.3762
74 2.43 1.93 -0.39 0.39 0.3861
75 2.47 1.97 -0.38 0.38 0.3762
76 2.5 2.-0.39 0.39 0.3861
77 2.53 2.03 -0.38 0.38 0.3762
78 2.57 2.07 -0.38 0.38 0.3762
79 2.6 2.1 -0.39 0.39 0.3861
80 2.63 2.13 -0.37 0.37 0.3663
81 2.67 2.17 -0.37 0.37 0.3663
82 2.7 2.2 -0.37 0.37 0.3663
83 2.73 2.23 -0.38 0.38 0.3762
84 2.77 2.27 -0.37 0.37 0.3663
85 2.8 2.3 -0.38 0.38 0.3762
86 2.83 2.33 -0.37 0.37 0.3663
87 2.87 2.37 -0.37 0.37 0.3663
88 2.9 2.4 -0.38 0.38 0.3762
89 2.93 2.43 -0.37 0.37 0.3663
John's River LF
1/28/2016
90 2.97 2.47 -0.37 0.37 0.3663
91 3.2.5 -0.35 0.35 0.3465
92 3.03 2.53 -0.36 0.36 0.3564
93 3.07 2.57 -0.35 0.35 0.3465
94 3.1 2.6 -0.36 0.36 0.3564
95 3.13 2.63 -0.35 0.35 0.3465
96 3.17 2.67 -0.36 0.36 0.3564
97 3.2 2.7 -0.35 0.35 0.3465
98 3.23 2.73 -0.34 0.34 0.3366
99 3.27 2.77 -0.35 0.35 0.3465
100 3.3 2.8 -0.35 0.35 0.3465
101 3.33 2.83 -0.35 0.35 0.3465
102 3.37 2.87 -0.36 0.36 0.3564
103 3.4 2.9 -0.36 0.36 0.3564
104 3.43 2.93 -0.35 0.35 0.3465
105 3.47 2.97 -0.35 0.35 0.3465
106 3.5 3.-0.34 0.34 0.3366
107 3.53 3.03 -0.35 0.35 0.3465
108 3.57 3.07 -0.34 0.34 0.3366
109 3.6 3.1 -0.35 0.35 0.3465
110 3.63 3.13 -0.34 0.34 0.3366
111 3.67 3.17 -0.34 0.34 0.3366
112 3.7 3.2 -0.34 0.34 0.3366
113 3.73 3.23 -0.34 0.34 0.3366
114 3.77 3.27 -0.34 0.34 0.3366
115 3.8 3.3 -0.35 0.35 0.3465
116 3.83 3.33 -0.35 0.35 0.3465
117 3.87 3.37 -0.33 0.33 0.3267
118 3.9 3.4 -0.34 0.34 0.3366
119 3.93 3.43 -0.33 0.33 0.3267
120 3.97 3.47 -0.34 0.34 0.3366
121 4.3.5 -0.33 0.33 0.3267
122 4.03 3.53 -0.33 0.33 0.3267
123 4.07 3.57 -0.33 0.33 0.3267
124 4.1 3.6 -0.33 0.33 0.3267
125 4.13 3.63 -0.32 0.32 0.3168
126 4.17 3.67 -0.32 0.32 0.3168
127 4.2 3.7 -0.33 0.33 0.3267
128 4.23 3.73 -0.33 0.33 0.3267
129 4.27 3.77 -0.33 0.33 0.3267
130 4.3 3.8 -0.33 0.33 0.3267
131 4.33 3.83 -0.31 0.31 0.3069
132 4.37 3.87 -0.33 0.33 0.3267
133 4.4 3.9 -0.33 0.33 0.3267
134 4.43 3.93 -0.31 0.31 0.3069
135 4.47 3.97 -0.32 0.32 0.3168
136 4.5 4.-0.32 0.32 0.3168
137 4.53 4.03 -0.31 0.31 0.3069
138 4.57 4.07 -0.3 0.3 0.297
139 4.6 4.1 -0.31 0.31 0.3069
140 4.63 4.13 -0.31 0.31 0.3069
141 4.67 4.17 -0.32 0.32 0.3168
142 4.7 4.2 -0.31 0.31 0.3069
143 4.73 4.23 -0.3 0.3 0.297
144 4.77 4.27 -0.31 0.31 0.3069
145 4.8 4.3 -0.31 0.31 0.3069
146 4.83 4.33 -0.31 0.31 0.3069
John's River LF
1/28/2016
147 4.87 4.37 -0.3 0.3 0.297
148 4.9 4.4 -0.31 0.31 0.3069
149 4.93 4.43 -0.3 0.3 0.297
150 4.97 4.47 -0.31 0.31 0.3069
151 5.4.5 -0.31 0.31 0.3069
152 5.03 4.53 -0.29 0.29 0.2871
153 5.07 4.57 -0.3 0.3 0.297
154 5.1 4.6 -0.3 0.3 0.297
155 5.13 4.63 -0.3 0.3 0.297
156 5.17 4.67 -0.3 0.3 0.297
157 5.2 4.7 -0.29 0.29 0.2871
158 5.23 4.73 -0.3 0.3 0.297
159 5.27 4.77 -0.3 0.3 0.297
160 5.3 4.8 -0.3 0.3 0.297
161 5.33 4.83 -0.3 0.3 0.297
162 5.37 4.87 -0.29 0.29 0.2871
163 5.4 4.9 -0.28 0.28 0.2772
164 5.43 4.93 -0.29 0.29 0.2871
165 5.47 4.97 -0.29 0.29 0.2871
166 5.5 5.-0.28 0.28 0.2772
167 5.53 5.03 -0.3 0.3 0.297
168 5.57 5.07 -0.29 0.29 0.2871
169 5.6 5.1 -0.29 0.29 0.2871
170 5.63 5.13 -0.3 0.3 0.297
171 5.67 5.17 -0.28 0.28 0.2772
172 5.7 5.2 -0.29 0.29 0.2871
173 5.73 5.23 -0.3 0.3 0.297
174 5.77 5.27 -0.28 0.28 0.2772
175 5.8 5.3 -0.28 0.28 0.2772
176 5.83 5.33 -0.28 0.28 0.2772
177 5.87 5.37 -0.28 0.28 0.2772
178 5.9 5.4 -0.28 0.28 0.2772
179 5.93 5.43 -0.28 0.28 0.2772
180 5.97 5.47 -0.28 0.28 0.2772
181 6.5.5 -0.28 0.28 0.2772
182 6.03 5.53 -0.28 0.28 0.2772
183 6.07 5.57 -0.28 0.28 0.2772
184 6.1 5.6 -0.28 0.28 0.2772
185 6.13 5.63 -0.27 0.27 0.2673
186 6.17 5.67 -0.28 0.28 0.2772
187 6.2 5.7 -0.27 0.27 0.2673
188 6.23 5.73 -0.28 0.28 0.2772
189 6.27 5.77 -0.28 0.28 0.2772
190 6.3 5.8 -0.28 0.28 0.2772
191 6.33 5.83 -0.26 0.26 0.2574
192 6.37 5.87 -0.28 0.28 0.2772
193 6.4 5.9 -0.27 0.27 0.2673
194 6.43 5.93 -0.26 0.26 0.2574
195 6.47 5.97 -0.26 0.26 0.2574
196 6.5 6.-0.26 0.26 0.2574
197 6.53 6.03 -0.27 0.27 0.2673
198 6.57 6.07 -0.26 0.26 0.2574
199 6.6 6.1 -0.26 0.26 0.2574
200 6.63 6.13 -0.27 0.27 0.2673
201 6.67 6.17 -0.26 0.26 0.2574
202 6.7 6.2 -0.26 0.26 0.2574
203 6.73 6.23 -0.26 0.26 0.2574
John's River LF
1/28/2016
204 6.77 6.27 -0.27 0.27 0.2673
205 6.8 6.3 -0.26 0.26 0.2574
206 6.83 6.33 -0.26 0.26 0.2574
207 6.87 6.37 -0.27 0.27 0.2673
208 6.9 6.4 -0.25 0.25 0.2475
209 6.93 6.43 -0.27 0.27 0.2673
210 6.97 6.47 -0.26 0.26 0.2574
211 7.6.5 -0.26 0.26 0.2574
212 7.03 6.53 -0.27 0.27 0.2673
213 7.07 6.57 -0.26 0.26 0.2574
214 7.1 6.6 -0.25 0.25 0.2475
215 7.13 6.63 -0.26 0.26 0.2574
216 7.17 6.67 -0.26 0.26 0.2574
217 7.2 6.7 -0.26 0.26 0.2574
218 7.23 6.73 -0.26 0.26 0.2574
219 7.27 6.77 -0.25 0.25 0.2475
220 7.3 6.8 -0.25 0.25 0.2475
221 7.33 6.83 -0.26 0.26 0.2574
222 7.37 6.87 -0.25 0.25 0.2475
223 7.4 6.9 -0.24 0.24 0.2376
224 7.43 6.93 -0.25 0.25 0.2475
225 7.47 6.97 -0.25 0.25 0.2475
226 7.5 7.-0.25 0.25 0.2475
227 7.53 7.03 -0.25 0.25 0.2475
228 7.57 7.07 -0.24 0.24 0.2376
229 7.6 7.1 -0.25 0.25 0.2475
230 7.63 7.13 -0.25 0.25 0.2475
231 7.67 7.17 -0.24 0.24 0.2376
232 7.7 7.2 -0.24 0.24 0.2376
233 7.73 7.23 -0.25 0.25 0.2475
234 7.77 7.27 -0.25 0.25 0.2475
235 7.8 7.3 -0.24 0.24 0.2376
236 7.83 7.33 -0.24 0.24 0.2376
237 7.87 7.37 -0.25 0.25 0.2475
238 7.9 7.4 -0.25 0.25 0.2475
239 7.93 7.43 -0.25 0.25 0.2475
240 7.97 7.47 -0.24 0.24 0.2376
241 8.7.5 -0.24 0.24 0.2376
242 8.03 7.53 -0.25 0.25 0.2475
243 8.07 7.57 -0.24 0.24 0.2376
244 8.1 7.6 -0.24 0.24 0.2376
245 8.13 7.63 -0.24 0.24 0.2376
246 8.17 7.67 -0.24 0.24 0.2376
247 8.2 7.7 -0.23 0.23 0.2277
248 8.23 7.73 -0.24 0.24 0.2376
249 8.27 7.77 -0.23 0.23 0.2277
250 8.3 7.8 -0.24 0.24 0.2376
251 8.33 7.83 -0.22 0.22 0.2178
252 8.37 7.87 -0.21 0.21 0.2079
253 8.4 7.9 -0.23 0.23 0.2277
254 8.43 7.93 -0.22 0.22 0.2178
255 8.47 7.97 -0.23 0.23 0.2277
256 8.5 8.-0.23 0.23 0.2277
257 8.53 8.03 -0.22 0.22 0.2178
258 8.57 8.07 -0.23 0.23 0.2277
259 8.6 8.1 -0.23 0.23 0.2277
260 8.63 8.13 -0.22 0.22 0.2178
John's River LF
1/28/2016
261 8.67 8.17 -0.23 0.23 0.2277
262 8.7 8.2 -0.23 0.23 0.2277
263 8.73 8.23 -0.23 0.23 0.2277
264 8.77 8.27 -0.22 0.22 0.2178
265 8.8 8.3 -0.23 0.23 0.2277
266 8.83 8.33 -0.23 0.23 0.2277
267 8.87 8.37 -0.22 0.22 0.2178
268 8.9 8.4 -0.22 0.22 0.2178
269 8.93 8.43 -0.23 0.23 0.2277
270 8.97 8.47 -0.22 0.22 0.2178
271 9.8.5 -0.21 0.21 0.2079
272 9.03 8.53 -0.22 0.22 0.2178
273 9.07 8.57 -0.22 0.22 0.2178
274 9.1 8.6 -0.22 0.22 0.2178
275 9.13 8.63 -0.22 0.22 0.2178
276 9.17 8.67 -0.22 0.22 0.2178
277 9.2 8.7 -0.22 0.22 0.2178
278 9.23 8.73 -0.22 0.22 0.2178
279 9.27 8.77 -0.21 0.21 0.2079
280 9.3 8.8 -0.22 0.22 0.2178
281 9.33 8.83 -0.22 0.22 0.2178
282 9.37 8.87 -0.21 0.21 0.2079
283 9.4 8.9 -0.22 0.22 0.2178
284 9.43 8.93 -0.22 0.22 0.2178
285 9.47 8.97 -0.22 0.22 0.2178
286 9.5 9.-0.21 0.21 0.2079
287 9.53 9.03 -0.21 0.21 0.2079
288 9.57 9.07 -0.21 0.21 0.2079
289 9.6 9.1 -0.22 0.22 0.2178
290 9.63 9.13 -0.21 0.21 0.2079
291 9.67 9.17 -0.22 0.22 0.2178
292 9.7 9.2 -0.21 0.21 0.2079
293 9.73 9.23 -0.22 0.22 0.2178
294 9.77 9.27 -0.21 0.21 0.2079
295 9.8 9.3 -0.21 0.21 0.2079
296 9.83 9.33 -0.2 0.2 0.198
297 9.87 9.37 -0.21 0.21 0.2079
298 9.9 9.4 -0.2 0.2 0.198
299 9.93 9.43 -0.2 0.2 0.198
300 9.97 9.47 -0.21 0.21 0.2079
301 10.9.5 -0.21 0.21 0.2079
302 10.03 9.53 -0.2 0.2 0.198
303 10.07 9.57 -0.21 0.21 0.2079
304 10.1 9.6 -0.21 0.21 0.2079
305 10.13 9.63 -0.21 0.21 0.2079
306 10.17 9.67 -0.2 0.2 0.198
307 10.2 9.7 -0.19 0.19 0.1881
308 10.23 9.73 -0.2 0.2 0.198
309 10.27 9.77 -0.21 0.21 0.2079
310 10.3 9.8 -0.21 0.21 0.2079
311 10.33 9.83 -0.21 0.21 0.2079
312 10.37 9.87 -0.2 0.2 0.198
313 10.4 9.9 -0.2 0.2 0.198
314 10.43 9.93 -0.21 0.21 0.2079
315 10.47 9.97 -0.2 0.2 0.198
316 10.5 10.-0.19 0.19 0.1881
317 10.53 10.03 -0.21 0.21 0.2079
John's River LF
1/28/2016
318 10.57 10.07 -0.2 0.2 0.198
319 10.6 10.1 -0.2 0.2 0.198
320 10.63 10.13 -0.2 0.2 0.198
321 10.67 10.17 -0.2 0.2 0.198
322 10.7 10.2 -0.2 0.2 0.198
323 10.73 10.23 -0.2 0.2 0.198
324 10.77 10.27 -0.2 0.2 0.198
325 10.8 10.3 -0.2 0.2 0.198
326 10.83 10.33 -0.2 0.2 0.198
327 10.87 10.37 -0.2 0.2 0.198
328 10.9 10.4 -0.19 0.19 0.1881
329 10.93 10.43 -0.2 0.2 0.198
330 10.97 10.47 -0.2 0.2 0.198
331 11.10.5 -0.2 0.2 0.198
332 11.03 10.53 -0.19 0.19 0.1881
333 11.07 10.57 -0.2 0.2 0.198
334 11.1 10.6 -0.19 0.19 0.1881
335 11.13 10.63 -0.2 0.2 0.198
336 11.17 10.67 -0.19 0.19 0.1881
337 11.2 10.7 -0.19 0.19 0.1881
338 11.23 10.73 -0.19 0.19 0.1881
339 11.27 10.77 -0.18 0.18 0.1782
340 11.3 10.8 -0.18 0.18 0.1782
341 11.33 10.83 -0.18 0.18 0.1782
342 11.37 10.87 -0.19 0.19 0.1881
343 11.4 10.9 -0.19 0.19 0.1881
344 11.43 10.93 -0.18 0.18 0.1782
345 11.47 10.97 -0.18 0.18 0.1782
346 11.5 11.-0.18 0.18 0.1782
347 11.53 11.03 -0.19 0.19 0.1881
348 11.57 11.07 -0.19 0.19 0.1881
349 11.6 11.1 -0.19 0.19 0.1881
350 11.63 11.13 -0.19 0.19 0.1881
351 11.67 11.17 -0.18 0.18 0.1782
352 11.7 11.2 -0.19 0.19 0.1881
353 11.73 11.23 -0.18 0.18 0.1782
354 11.77 11.27 -0.19 0.19 0.1881
355 11.8 11.3 -0.18 0.18 0.1782
356 11.83 11.33 -0.17 0.17 0.1683
357 11.87 11.37 -0.18 0.18 0.1782
358 11.9 11.4 -0.19 0.19 0.1881
359 11.93 11.43 -0.19 0.19 0.1881
360 11.97 11.47 -0.18 0.18 0.1782
361 12.11.5 -0.18 0.18 0.1782
362 12.03 11.53 -0.18 0.18 0.1782
363 12.07 11.57 -0.18 0.18 0.1782
364 12.1 11.6 -0.18 0.18 0.1782
365 12.13 11.63 -0.19 0.19 0.1881
366 12.17 11.67 -0.18 0.18 0.1782
367 12.2 11.7 -0.18 0.18 0.1782
368 12.23 11.73 -0.17 0.17 0.1683
369 12.27 11.77 -0.18 0.18 0.1782
370 12.3 11.8 -0.18 0.18 0.1782
371 12.33 11.83 -0.18 0.18 0.1782
372 12.37 11.87 -0.19 0.19 0.1881
373 12.4 11.9 -0.17 0.17 0.1683
374 12.43 11.93 -0.19 0.19 0.1881
John's River LF
1/28/2016
375 12.47 11.97 -0.19 0.19 0.1881
376 12.5 12.-0.18 0.18 0.1782
377 12.53 12.03 -0.17 0.17 0.1683
378 12.57 12.07 -0.17 0.17 0.1683
379 12.6 12.1 -0.18 0.18 0.1782
380 12.63 12.13 -0.18 0.18 0.1782
381 12.67 12.17 -0.17 0.17 0.1683
382 12.7 12.2 -0.17 0.17 0.1683
383 12.73 12.23 -0.18 0.18 0.1782
384 12.77 12.27 -0.17 0.17 0.1683
385 12.8 12.3 -0.17 0.17 0.1683
386 12.83 12.33 -0.18 0.18 0.1782
387 12.87 12.37 -0.16 0.16 0.1584
388 12.9 12.4 -0.17 0.17 0.1683
389 12.93 12.43 -0.17 0.17 0.1683
390 12.97 12.47 -0.17 0.17 0.1683
391 13.12.5 -0.17 0.17 0.1683
392 13.03 12.53 -0.17 0.17 0.1683
393 13.07 12.57 -0.18 0.18 0.1782
394 13.1 12.6 -0.16 0.16 0.1584
395 13.13 12.63 -0.17 0.17 0.1683
396 13.17 12.67 -0.17 0.17 0.1683
397 13.2 12.7 -0.16 0.16 0.1584
398 13.23 12.73 -0.17 0.17 0.1683
399 13.27 12.77 -0.16 0.16 0.1584
400 13.3 12.8 -0.17 0.17 0.1683
401 13.33 12.83 -0.17 0.17 0.1683
402 13.37 12.87 -0.16 0.16 0.1584
403 13.4 12.9 -0.17 0.17 0.1683
404 13.43 12.93 -0.17 0.17 0.1683
405 13.47 12.97 -0.16 0.16 0.1584
406 13.5 13.-0.17 0.17 0.1683
407 13.53 13.03 -0.16 0.16 0.1584
408 13.57 13.07 -0.16 0.16 0.1584
409 13.6 13.1 -0.18 0.18 0.1782
410 13.63 13.13 -0.16 0.16 0.1584
411 13.67 13.17 -0.17 0.17 0.1683
412 13.7 13.2 -0.17 0.17 0.1683
413 13.73 13.23 -0.16 0.16 0.1584
414 13.77 13.27 -0.17 0.17 0.1683
415 13.8 13.3 -0.17 0.17 0.1683
416 13.83 13.33 -0.16 0.16 0.1584
417 13.87 13.37 -0.17 0.17 0.1683
418 13.9 13.4 -0.17 0.17 0.1683
419 13.93 13.43 -0.16 0.16 0.1584
420 13.97 13.47 -0.16 0.16 0.1584
421 14.13.5 -0.16 0.16 0.1584
422 14.03 13.53 -0.16 0.16 0.1584
423 14.07 13.57 -0.15 0.15 0.1485
424 14.1 13.6 -0.17 0.17 0.1683
425 14.13 13.63 -0.16 0.16 0.1584
426 14.17 13.67 -0.16 0.16 0.1584
427 14.2 13.7 -0.16 0.16 0.1584
428 14.23 13.73 -0.16 0.16 0.1584
429 14.27 13.77 -0.16 0.16 0.1584
430 14.3 13.8 -0.16 0.16 0.1584
431 14.33 13.83 -0.16 0.16 0.1584
John's River LF
1/28/2016
432 14.37 13.87 -0.16 0.16 0.1584
433 14.4 13.9 -0.16 0.16 0.1584
434 14.43 13.93 -0.16 0.16 0.1584
435 14.47 13.97 -0.16 0.16 0.1584
436 14.5 14.-0.16 0.16 0.1584
437 14.53 14.03 -0.15 0.15 0.1485
438 14.57 14.07 -0.15 0.15 0.1485
439 14.6 14.1 -0.15 0.15 0.1485
440 14.63 14.13 -0.15 0.15 0.1485
441 14.67 14.17 -0.16 0.16 0.1584
442 14.7 14.2 -0.16 0.16 0.1584
443 14.73 14.23 -0.16 0.16 0.1584
444 14.77 14.27 -0.16 0.16 0.1584
445 14.8 14.3 -0.15 0.15 0.1485
446 14.83 14.33 -0.15 0.15 0.1485
447 14.87 14.37 -0.14 0.14 0.1386
448 14.9 14.4 -0.16 0.16 0.1584
449 14.93 14.43 -0.15 0.15 0.1485
450 14.97 14.47 -0.14 0.14 0.1386
451 15.14.5 -0.15 0.15 0.1485
452 15.03 14.53 -0.15 0.15 0.1485
453 15.07 14.57 -0.15 0.15 0.1485
454 15.1 14.6 -0.14 0.14 0.1386
455 15.13 14.63 -0.15 0.15 0.1485
456 15.17 14.67 -0.15 0.15 0.1485
457 15.2 14.7 -0.16 0.16 0.1584
458 15.23 14.73 -0.15 0.15 0.1485
459 15.27 14.77 -0.15 0.15 0.1485
460 15.3 14.8 -0.15 0.15 0.1485
461 15.33 14.83 -0.15 0.15 0.1485
462 15.37 14.87 -0.15 0.15 0.1485
463 15.4 14.9 -0.14 0.14 0.1386
464 15.43 14.93 -0.15 0.15 0.1485
465 15.47 14.97 -0.15 0.15 0.1485
466 15.5 15.-0.15 0.15 0.1485
467 15.53 15.03 -0.15 0.15 0.1485
468 15.57 15.07 -0.14 0.14 0.1386
469 15.6 15.1 -0.15 0.15 0.1485
470 15.63 15.13 -0.15 0.15 0.1485
471 15.67 15.17 -0.14 0.14 0.1386
472 15.7 15.2 -0.14 0.14 0.1386
473 15.73 15.23 -0.14 0.14 0.1386
474 15.77 15.27 -0.15 0.15 0.1485
475 15.8 15.3 -0.14 0.14 0.1386
476 15.83 15.33 -0.15 0.15 0.1485
477 15.87 15.37 -0.15 0.15 0.1485
478 15.9 15.4 -0.14 0.14 0.1386
479 15.93 15.43 -0.14 0.14 0.1386
480 15.97 15.47 -0.15 0.15 0.1485
481 16.15.5 -0.15 0.15 0.1485
482 16.03 15.53 -0.14 0.14 0.1386
483 16.07 15.57 -0.15 0.15 0.1485
484 16.1 15.6 -0.15 0.15 0.1485
485 16.13 15.63 -0.15 0.15 0.1485
486 16.17 15.67 -0.15 0.15 0.1485
487 16.2 15.7 -0.14 0.14 0.1386
488 16.23 15.73 -0.14 0.14 0.1386
John's River LF
1/28/2016
489 16.27 15.77 -0.14 0.14 0.1386
490 16.3 15.8 -0.14 0.14 0.1386
491 16.33 15.83 -0.14 0.14 0.1386
492 16.37 15.87 -0.14 0.14 0.1386
493 16.4 15.9 -0.14 0.14 0.1386
494 16.43 15.93 -0.14 0.14 0.1386
495 16.47 15.97 -0.14 0.14 0.1386
496 16.5 16.-0.13 0.13 0.1287
497 16.53 16.03 -0.14 0.14 0.1386
498 16.57 16.07 -0.13 0.13 0.1287
499 16.6 16.1 -0.14 0.14 0.1386
500 16.63 16.13 -0.13 0.13 0.1287
501 16.67 16.17 -0.13 0.13 0.1287
502 16.7 16.2 -0.14 0.14 0.1386
503 16.73 16.23 -0.14 0.14 0.1386
504 16.77 16.27 -0.15 0.15 0.1485
505 16.8 16.3 -0.14 0.14 0.1386
506 16.83 16.33 -0.13 0.13 0.1287
507 16.87 16.37 -0.13 0.13 0.1287
508 16.9 16.4 -0.13 0.13 0.1287
509 16.93 16.43 -0.13 0.13 0.1287
510 16.97 16.47 -0.14 0.14 0.1386
511 17.16.5 -0.14 0.14 0.1386
512 17.03 16.53 -0.13 0.13 0.1287
513 17.07 16.57 -0.14 0.14 0.1386
514 17.1 16.6 -0.13 0.13 0.1287
515 17.13 16.63 -0.14 0.14 0.1386
516 17.17 16.67 -0.13 0.13 0.1287
517 17.2 16.7 -0.13 0.13 0.1287
518 17.23 16.73 -0.14 0.14 0.1386
519 17.27 16.77 -0.13 0.13 0.1287
520 17.3 16.8 -0.13 0.13 0.1287
521 17.33 16.83 -0.13 0.13 0.1287
522 17.37 16.87 -0.13 0.13 0.1287
523 17.4 16.9 -0.13 0.13 0.1287
524 17.43 16.93 -0.13 0.13 0.1287
525 17.47 16.97 -0.13 0.13 0.1287
526 17.5 17.-0.14 0.14 0.1386
527 17.53 17.03 -0.12 0.12 0.1188
528 17.57 17.07 -0.14 0.14 0.1386
529 17.6 17.1 -0.13 0.13 0.1287
530 17.63 17.13 -0.13 0.13 0.1287
531 17.67 17.17 -0.13 0.13 0.1287
532 17.7 17.2 -0.13 0.13 0.1287
533 17.73 17.23 -0.12 0.12 0.1188
534 17.77 17.27 -0.13 0.13 0.1287
535 17.8 17.3 -0.12 0.12 0.1188
536 17.83 17.33 -0.14 0.14 0.1386
537 17.87 17.37 -0.12 0.12 0.1188
538 17.9 17.4 -0.12 0.12 0.1188
539 17.93 17.43 -0.12 0.12 0.1188
540 17.97 17.47 -0.13 0.13 0.1287
541 18.17.5 -0.12 0.12 0.1188
542 18.03 17.53 -0.13 0.13 0.1287
543 18.07 17.57 -0.13 0.13 0.1287
544 18.1 17.6 -0.13 0.13 0.1287
545 18.13 17.63 -0.12 0.12 0.1188
John's River LF
1/28/2016
546 18.17 17.67 -0.13 0.13 0.1287
547 18.2 17.7 -0.12 0.12 0.1188
548 18.23 17.73 -0.12 0.12 0.1188
549 18.27 17.77 -0.13 0.13 0.1287
550 18.3 17.8 -0.13 0.13 0.1287
551 18.33 17.83 -0.12 0.12 0.1188
552 18.37 17.87 -0.13 0.13 0.1287
553 18.4 17.9 -0.13 0.13 0.1287
554 18.43 17.93 -0.12 0.12 0.1188
555 18.47 17.97 -0.12 0.12 0.1188
556 18.5 18.-0.11 0.11 0.1089
557 18.53 18.03 -0.13 0.13 0.1287
558 18.57 18.07 -0.12 0.12 0.1188
559 18.6 18.1 -0.11 0.11 0.1089
560 18.63 18.13 -0.12 0.12 0.1188
561 18.67 18.17 -0.12 0.12 0.1188
562 18.7 18.2 -0.11 0.11 0.1089
563 18.73 18.23 -0.13 0.13 0.1287
564 18.77 18.27 -0.12 0.12 0.1188
565 18.8 18.3 -0.13 0.13 0.1287
566 18.83 18.33 -0.13 0.13 0.1287
567 18.87 18.37 -0.12 0.12 0.1188
568 18.9 18.4 -0.12 0.12 0.1188
569 18.93 18.43 -0.12 0.12 0.1188
570 18.97 18.47 -0.13 0.13 0.1287
571 19.18.5 -0.11 0.11 0.1089
572 19.03 18.53 -0.12 0.12 0.1188
573 19.07 18.57 -0.12 0.12 0.1188
574 19.1 18.6 -0.12 0.12 0.1188
575 19.13 18.63 -0.12 0.12 0.1188
576 19.17 18.67 -0.12 0.12 0.1188
577 19.2 18.7 -0.12 0.12 0.1188
578 19.23 18.73 -0.12 0.12 0.1188
579 19.27 18.77 -0.12 0.12 0.1188
580 19.3 18.8 -0.11 0.11 0.1089
581 19.33 18.83 -0.11 0.11 0.1089
582 19.37 18.87 -0.12 0.12 0.1188
583 19.4 18.9 -0.12 0.12 0.1188
584 19.43 18.93 -0.12 0.12 0.1188
585 19.47 18.97 -0.12 0.12 0.1188
586 19.5 19.-0.12 0.12 0.1188
587 19.53 19.03 -0.11 0.11 0.1089
588 19.57 19.07 -0.12 0.12 0.1188
589 19.6 19.1 -0.11 0.11 0.1089
590 19.63 19.13 -0.12 0.12 0.1188
591 19.67 19.17 -0.12 0.12 0.1188
592 19.7 19.2 -0.12 0.12 0.1188
593 19.73 19.23 -0.11 0.11 0.1089
594 19.77 19.27 -0.12 0.12 0.1188
595 19.8 19.3 -0.12 0.12 0.1188
596 19.83 19.33 -0.11 0.11 0.1089
597 19.87 19.37 -0.12 0.12 0.1188
598 19.9 19.4 -0.12 0.12 0.1188
599 19.93 19.43 -0.11 0.11 0.1089
600 19.97 19.47 -0.11 0.11 0.1089
601 20.19.5 -0.12 0.12 0.1188
602 20.03 19.53 -0.12 0.12 0.1188
John's River LF
1/28/2016
603 20.07 19.57 -0.12 0.12 0.1188
604 20.1 19.6 -0.11 0.11 0.1089
605 20.13 19.63 -0.11 0.11 0.1089
606 20.17 19.67 -0.11 0.11 0.1089
607 20.2 19.7 -0.11 0.11 0.1089
608 20.23 19.73 -0.11 0.11 0.1089
609 20.27 19.77 -0.11 0.11 0.1089
610 20.3 19.8 -0.11 0.11 0.1089
611 20.33 19.83 -0.12 0.12 0.1188
612 20.37 19.87 -0.1 0.1 9.901e-002
613 20.4 19.9 -0.1 0.1 9.901e-002
614 20.43 19.93 -0.11 0.11 0.1089
615 20.47 19.97 -0.1 0.1 9.901e-002
616 20.5 20.-0.11 0.11 0.1089
617 20.53 20.03 -0.11 0.11 0.1089
618 20.57 20.07 -0.11 0.11 0.1089
619 20.6 20.1 -0.1 0.1 9.901e-002
620 20.63 20.13 -0.11 0.11 0.1089
621 20.67 20.17 -0.11 0.11 0.1089
622 20.7 20.2 -0.1 0.1 9.901e-002
623 20.73 20.23 -0.1 0.1 9.901e-002
624 20.77 20.27 -0.11 0.11 0.1089
625 20.8 20.3 -0.11 0.11 0.1089
626 20.83 20.33 -0.11 0.11 0.1089
627 20.87 20.37 -0.11 0.11 0.1089
628 20.9 20.4 -0.1 0.1 9.901e-002
629 20.93 20.43 -0.1 0.1 9.901e-002
630 20.97 20.47 -0.12 0.12 0.1188
631 21.20.5 -0.1 0.1 9.901e-002
632 21.03 20.53 -0.1 0.1 9.901e-002
633 21.07 20.57 -0.1 0.1 9.901e-002
634 21.1 20.6 -0.11 0.11 0.1089
635 21.13 20.63 -0.1 0.1 9.901e-002
636 21.17 20.67 -0.12 0.12 0.1188
637 21.2 20.7 -0.11 0.11 0.1089
638 21.23 20.73 -0.1 0.1 9.901e-002
639 21.27 20.77 -0.11 0.11 0.1089
640 21.3 20.8 -0.1 0.1 9.901e-002
641 21.33 20.83 -0.11 0.11 0.1089
642 21.37 20.87 -0.1 0.1 9.901e-002
643 21.4 20.9 -0.11 0.11 0.1089
644 21.43 20.93 -0.11 0.11 0.1089
645 21.47 20.97 -0.12 0.12 0.1188
646 21.5 21.-0.1 0.1 9.901e-002
647 21.53 21.03 -0.11 0.11 0.1089
648 21.57 21.07 -0.11 0.11 0.1089
649 21.6 21.1 -0.1 0.1 9.901e-002
650 21.63 21.13 -0.1 0.1 9.901e-002
651 21.67 21.17 -0.11 0.11 0.1089
652 21.7 21.2 -0.1 0.1 9.901e-002
653 21.73 21.23 -0.1 0.1 9.901e-002
654 21.77 21.27 -0.11 0.11 0.1089
655 21.8 21.3 -0.11 0.11 0.1089
656 21.83 21.33 -0.1 0.1 9.901e-002
657 21.87 21.37 -0.11 0.11 0.1089
658 21.9 21.4 -0.1 0.1 9.901e-002
659 21.93 21.43 -0.1 0.1 9.901e-002
John's River LF
1/28/2016
660 21.97 21.47 -0.12 0.12 0.1188
661 22.21.5 -0.11 0.11 0.1089
662 22.03 21.53 -0.1 0.1 9.901e-002
663 22.07 21.57 -0.11 0.11 0.1089
664 22.1 21.6 -0.1 0.1 9.901e-002
665 22.13 21.63 -0.11 0.11 0.1089
666 22.17 21.67 -0.11 0.11 0.1089
667 22.2 21.7 -0.1 0.1 9.901e-002
668 22.23 21.73 -0.1 0.1 9.901e-002
669 22.27 21.77 -0.1 0.1 9.901e-002
670 22.3 21.8 -0.1 0.1 9.901e-002
671 22.33 21.83 -0.1 0.1 9.901e-002
672 22.37 21.87 -0.1 0.1 9.901e-002
673 22.4 21.9 -0.1 0.1 9.901e-002
674 22.43 21.93 -0.1 0.1 9.901e-002
675 22.47 21.97 -0.11 0.11 0.1089
676 22.5 22.-0.12 0.12 0.1188
677 22.53 22.03 -0.1 0.1 9.901e-002
678 22.57 22.07 -0.1 0.1 9.901e-002
679 22.6 22.1 -0.1 0.1 9.901e-002
680 22.63 22.13 -9.e-002 9.e-002 8.911e-002
681 22.67 22.17 -0.1 0.1 9.901e-002
682 22.7 22.2 -0.1 0.1 9.901e-002
683 22.73 22.23 -0.1 0.1 9.901e-002
684 22.77 22.27 -0.11 0.11 0.1089
685 22.8 22.3 -0.1 0.1 9.901e-002
686 22.83 22.33 -0.11 0.11 0.1089
687 22.87 22.37 -0.1 0.1 9.901e-002
688 22.9 22.4 -0.1 0.1 9.901e-002
689 22.93 22.43 -9.e-002 9.e-002 8.911e-002
690 22.97 22.47 -0.1 0.1 9.901e-002
691 23.22.5 -0.1 0.1 9.901e-002
692 23.03 22.53 -0.11 0.11 0.1089
693 23.07 22.57 -0.1 0.1 9.901e-002
694 23.1 22.6 -0.1 0.1 9.901e-002
695 23.13 22.63 -0.11 0.11 0.1089
696 23.17 22.67 -9.e-002 9.e-002 8.911e-002
697 23.2 22.7 -0.1 0.1 9.901e-002
698 23.23 22.73 -0.1 0.1 9.901e-002
699 23.27 22.77 -0.1 0.1 9.901e-002
700 23.3 22.8 -0.1 0.1 9.901e-002
701 23.33 22.83 -0.1 0.1 9.901e-002
702 23.37 22.87 -0.11 0.11 0.1089
703 23.4 22.9 -0.1 0.1 9.901e-002
704 23.43 22.93 -0.1 0.1 9.901e-002
705 23.47 22.97 -0.1 0.1 9.901e-002
706 23.5 23.-0.11 0.11 0.1089
707 23.53 23.03 -0.1 0.1 9.901e-002
708 23.57 23.07 -0.1 0.1 9.901e-002
709 23.6 23.1 -0.1 0.1 9.901e-002
710 23.63 23.13 -0.1 0.1 9.901e-002
711 23.67 23.17 -0.1 0.1 9.901e-002
712 23.7 23.2 -9.e-002 9.e-002 8.911e-002
713 23.73 23.23 -0.1 0.1 9.901e-002
714 23.77 23.27 -9.e-002 9.e-002 8.911e-002
715 23.8 23.3 -9.e-002 9.e-002 8.911e-002
716 23.83 23.33 -9.e-002 9.e-002 8.911e-002
John's River LF
1/28/2016
717 23.87 23.37 -9.e-002 9.e-002 8.911e-002
718 23.9 23.4 -9.e-002 9.e-002 8.911e-002
719 23.93 23.43 -9.e-002 9.e-002 8.911e-002
720 23.97 23.47 -0.1 0.1 9.901e-002
721 24.23.5 -0.1 0.1 9.901e-002
722 24.03 23.53 -0.1 0.1 9.901e-002
723 24.07 23.57 -0.1 0.1 9.901e-002
724 24.1 23.6 -8.e-002 8.e-002 7.921e-002
725 24.13 23.63 -9.e-002 9.e-002 8.911e-002
726 24.17 23.67 -9.e-002 9.e-002 8.911e-002
727 24.2 23.7 -0.1 0.1 9.901e-002
728 24.23 23.73 -9.e-002 9.e-002 8.911e-002
729 24.27 23.77 -9.e-002 9.e-002 8.911e-002
730 24.3 23.8 -9.e-002 9.e-002 8.911e-002
731 24.33 23.83 -0.1 0.1 9.901e-002
732 24.37 23.87 -9.e-002 9.e-002 8.911e-002
733 24.4 23.9 -0.1 0.1 9.901e-002
734 24.43 23.93 -9.e-002 9.e-002 8.911e-002
735 24.47 23.97 -9.e-002 9.e-002 8.911e-002
736 24.5 24.-0.1 0.1 9.901e-002
737 24.53 24.03 -9.e-002 9.e-002 8.911e-002
738 24.57 24.07 -9.e-002 9.e-002 8.911e-002
739 24.6 24.1 -9.e-002 9.e-002 8.911e-002
740 24.63 24.13 -9.e-002 9.e-002 8.911e-002
741 24.67 24.17 -8.e-002 8.e-002 7.921e-002
742 24.7 24.2 -9.e-002 9.e-002 8.911e-002
743 24.73 24.23 -0.1 0.1 9.901e-002
744 24.77 24.27 -9.e-002 9.e-002 8.911e-002
745 24.8 24.3 -9.e-002 9.e-002 8.911e-002
746 24.83 24.33 -9.e-002 9.e-002 8.911e-002
747 24.87 24.37 -9.e-002 9.e-002 8.911e-002
748 24.9 24.4 -9.e-002 9.e-002 8.911e-002
749 24.93 24.43 -9.e-002 9.e-002 8.911e-002
750 24.97 24.47 -9.e-002 9.e-002 8.911e-002
751 25.24.5 -0.1 0.1 9.901e-002
752 25.03 24.53 -8.e-002 8.e-002 7.921e-002
753 25.07 24.57 -9.e-002 9.e-002 8.911e-002
754 25.1 24.6 -8.e-002 8.e-002 7.921e-002
755 25.13 24.63 -8.e-002 8.e-002 7.921e-002
756 25.17 24.67 -0.1 0.1 9.901e-002
757 25.2 24.7 -9.e-002 9.e-002 8.911e-002
758 25.23 24.73 -9.e-002 9.e-002 8.911e-002
759 25.27 24.77 -8.e-002 8.e-002 7.921e-002
760 25.3 24.8 -0.1 0.1 9.901e-002
761 25.33 24.83 -9.e-002 9.e-002 8.911e-002
762 25.37 24.87 -9.e-002 9.e-002 8.911e-002
763 25.4 24.9 -9.e-002 9.e-002 8.911e-002
764 25.43 24.93 -9.e-002 9.e-002 8.911e-002
765 25.47 24.97 -8.e-002 8.e-002 7.921e-002
766 25.5 25.-8.e-002 8.e-002 7.921e-002
767 25.53 25.03 -9.e-002 9.e-002 8.911e-002
768 25.57 25.07 -8.e-002 8.e-002 7.921e-002
769 25.6 25.1 -9.e-002 9.e-002 8.911e-002
770 25.63 25.13 -0.1 0.1 9.901e-002
771 25.67 25.17 -9.e-002 9.e-002 8.911e-002
772 25.7 25.2 -9.e-002 9.e-002 8.911e-002
773 25.73 25.23 -8.e-002 8.e-002 7.921e-002
John's River LF
1/28/2016
774 25.77 25.27 -0.1 0.1 9.901e-002
775 25.8 25.3 -9.e-002 9.e-002 8.911e-002
776 25.83 25.33 -0.1 0.1 9.901e-002
777 25.87 25.37 -8.e-002 8.e-002 7.921e-002
778 25.9 25.4 -9.e-002 9.e-002 8.911e-002
779 25.93 25.43 -9.e-002 9.e-002 8.911e-002
780 25.97 25.47 -8.e-002 8.e-002 7.921e-002
781 26.25.5 -8.e-002 8.e-002 7.921e-002
782 26.03 25.53 -9.e-002 9.e-002 8.911e-002
783 26.07 25.57 -8.e-002 8.e-002 7.921e-002
784 26.1 25.6 -9.e-002 9.e-002 8.911e-002
785 26.13 25.63 -9.e-002 9.e-002 8.911e-002
786 26.17 25.67 -9.e-002 9.e-002 8.911e-002
787 26.2 25.7 -0.1 0.1 9.901e-002
788 26.23 25.73 -9.e-002 9.e-002 8.911e-002
789 26.27 25.77 -8.e-002 8.e-002 7.921e-002
790 26.3 25.8 -8.e-002 8.e-002 7.921e-002
791 26.33 25.83 -8.e-002 8.e-002 7.921e-002
792 26.37 25.87 -0.1 0.1 9.901e-002
793 26.4 25.9 -9.e-002 9.e-002 8.911e-002
794 26.43 25.93 -8.e-002 8.e-002 7.921e-002
795 26.47 25.97 -9.e-002 9.e-002 8.911e-002
796 26.5 26.-9.e-002 9.e-002 8.911e-002
797 26.53 26.03 -9.e-002 9.e-002 8.911e-002
798 26.57 26.07 -8.e-002 8.e-002 7.921e-002
799 26.6 26.1 -9.e-002 9.e-002 8.911e-002
800 26.63 26.13 -8.e-002 8.e-002 7.921e-002
801 26.67 26.17 -9.e-002 9.e-002 8.911e-002
802 26.7 26.2 -8.e-002 8.e-002 7.921e-002
803 26.73 26.23 -8.e-002 8.e-002 7.921e-002
804 26.77 26.27 -8.e-002 8.e-002 7.921e-002
805 26.8 26.3 -8.e-002 8.e-002 7.921e-002
806 26.83 26.33 -8.e-002 8.e-002 7.921e-002
807 26.87 26.37 -9.e-002 9.e-002 8.911e-002
808 26.9 26.4 -8.e-002 8.e-002 7.921e-002
809 26.93 26.43 -0.11 0.11 0.1089
810 26.97 26.47 -9.e-002 9.e-002 8.911e-002
811 27.26.5 -8.e-002 8.e-002 7.921e-002
812 27.03 26.53 -9.e-002 9.e-002 8.911e-002
813 27.07 26.57 -9.e-002 9.e-002 8.911e-002
814 27.1 26.6 -8.e-002 8.e-002 7.921e-002
815 27.13 26.63 -7.e-002 7.e-002 6.931e-002
816 27.17 26.67 -8.e-002 8.e-002 7.921e-002
817 27.2 26.7 -9.e-002 9.e-002 8.911e-002
818 27.23 26.73 -8.e-002 8.e-002 7.921e-002
819 27.27 26.77 -7.e-002 7.e-002 6.931e-002
820 27.3 26.8 -9.e-002 9.e-002 8.911e-002
821 27.33 26.83 -8.e-002 8.e-002 7.921e-002
822 27.37 26.87 -8.e-002 8.e-002 7.921e-002
823 27.4 26.9 -9.e-002 9.e-002 8.911e-002
824 27.43 26.93 -9.e-002 9.e-002 8.911e-002
825 27.47 26.97 -8.e-002 8.e-002 7.921e-002
826 27.5 27.-9.e-002 9.e-002 8.911e-002
827 27.53 27.03 -7.e-002 7.e-002 6.931e-002
828 27.57 27.07 -0.1 0.1 9.901e-002
829 27.6 27.1 -9.e-002 9.e-002 8.911e-002
830 27.63 27.13 -8.e-002 8.e-002 7.921e-002
John's River LF
1/28/2016
831 27.67 27.17 -8.e-002 8.e-002 7.921e-002
832 27.7 27.2 -8.e-002 8.e-002 7.921e-002
833 27.73 27.23 -7.e-002 7.e-002 6.931e-002
834 27.77 27.27 -8.e-002 8.e-002 7.921e-002
835 27.8 27.3 -8.e-002 8.e-002 7.921e-002
836 27.83 27.33 -9.e-002 9.e-002 8.911e-002
837 27.87 27.37 -8.e-002 8.e-002 7.921e-002
838 27.9 27.4 -8.e-002 8.e-002 7.921e-002
839 27.93 27.43 -9.e-002 9.e-002 8.911e-002
840 27.97 27.47 -8.e-002 8.e-002 7.921e-002
841 28.27.5 -8.e-002 8.e-002 7.921e-002
842 28.03 27.53 -8.e-002 8.e-002 7.921e-002
843 28.07 27.57 -8.e-002 8.e-002 7.921e-002
844 28.1 27.6 -9.e-002 9.e-002 8.911e-002
845 28.13 27.63 -9.e-002 9.e-002 8.911e-002
846 28.17 27.67 -9.e-002 9.e-002 8.911e-002
847 28.2 27.7 -7.e-002 7.e-002 6.931e-002
848 28.23 27.73 -9.e-002 9.e-002 8.911e-002
849 28.27 27.77 -9.e-002 9.e-002 8.911e-002
850 28.3 27.8 -9.e-002 9.e-002 8.911e-002
851 28.33 27.83 -9.e-002 9.e-002 8.911e-002
852 28.37 27.87 -9.e-002 9.e-002 8.911e-002
853 28.4 27.9 -9.e-002 9.e-002 8.911e-002
854 28.43 27.93 -9.e-002 9.e-002 8.911e-002
855 28.47 27.97 -9.e-002 9.e-002 8.911e-002
856 28.5 28.-9.e-002 9.e-002 8.911e-002
857 28.53 28.03 -9.e-002 9.e-002 8.911e-002
858 28.57 28.07 -8.e-002 8.e-002 7.921e-002
859 28.6 28.1 -9.e-002 9.e-002 8.911e-002
860 28.63 28.13 -8.e-002 8.e-002 7.921e-002
861 28.67 28.17 -7.e-002 7.e-002 6.931e-002
862 28.7 28.2 -9.e-002 9.e-002 8.911e-002
863 28.73 28.23 -8.e-002 8.e-002 7.921e-002
864 28.77 28.27 -8.e-002 8.e-002 7.921e-002
865 28.8 28.3 -8.e-002 8.e-002 7.921e-002
866 28.83 28.33 -8.e-002 8.e-002 7.921e-002
867 28.87 28.37 -8.e-002 8.e-002 7.921e-002
868 28.9 28.4 -7.e-002 7.e-002 6.931e-002
869 28.93 28.43 -7.e-002 7.e-002 6.931e-002
870 28.97 28.47 -7.e-002 7.e-002 6.931e-002
871 29.28.5 -8.e-002 8.e-002 7.921e-002
872 29.03 28.53 -9.e-002 9.e-002 8.911e-002
873 29.07 28.57 -9.e-002 9.e-002 8.911e-002
874 29.1 28.6 -8.e-002 8.e-002 7.921e-002
875 29.13 28.63 -8.e-002 8.e-002 7.921e-002
876 29.17 28.67 -8.e-002 8.e-002 7.921e-002
877 29.2 28.7 -8.e-002 8.e-002 7.921e-002
878 29.23 28.73 -8.e-002 8.e-002 7.921e-002
879 29.27 28.77 -8.e-002 8.e-002 7.921e-002
880 29.3 28.8 -8.e-002 8.e-002 7.921e-002
881 29.33 28.83 -8.e-002 8.e-002 7.921e-002
882 29.37 28.87 -8.e-002 8.e-002 7.921e-002
883 29.4 28.9 -8.e-002 8.e-002 7.921e-002
884 29.43 28.93 -9.e-002 9.e-002 8.911e-002
885 29.47 28.97 -8.e-002 8.e-002 7.921e-002
886 29.5 29.-8.e-002 8.e-002 7.921e-002
887 29.53 29.03 -8.e-002 8.e-002 7.921e-002
John's River LF
1/28/2016
888 29.57 29.07 -9.e-002 9.e-002 8.911e-002
889 29.6 29.1 -8.e-002 8.e-002 7.921e-002
890 29.63 29.13 -8.e-002 8.e-002 7.921e-002
891 29.67 29.17 -8.e-002 8.e-002 7.921e-002
892 29.7 29.2 -7.e-002 7.e-002 6.931e-002
893 29.73 29.23 -7.e-002 7.e-002 6.931e-002
894 29.77 29.27 -8.e-002 8.e-002 7.921e-002
895 29.8 29.3 -9.e-002 9.e-002 8.911e-002
896 29.83 29.33 -7.e-002 7.e-002 6.931e-002
897 29.87 29.37 -7.e-002 7.e-002 6.931e-002
898 29.9 29.4 -8.e-002 8.e-002 7.921e-002
899 29.93 29.43 -9.e-002 9.e-002 8.911e-002
900 29.97 29.47 -0.1 0.1 9.901e-002
901 30.29.5 -7.e-002 7.e-002 6.931e-002
902 30.03 29.53 -8.e-002 8.e-002 7.921e-002
903 30.07 29.57 -7.e-002 7.e-002 6.931e-002
904 30.1 29.6 -8.e-002 8.e-002 7.921e-002
905 30.13 29.63 -9.e-002 9.e-002 8.911e-002
906 30.17 29.67 -8.e-002 8.e-002 7.921e-002
907 30.2 29.7 -8.e-002 8.e-002 7.921e-002
908 30.23 29.73 -7.e-002 7.e-002 6.931e-002
909 30.27 29.77 -8.e-002 8.e-002 7.921e-002
910 30.3 29.8 -7.e-002 7.e-002 6.931e-002
911 30.33 29.83 -8.e-002 8.e-002 7.921e-002
912 30.37 29.87 -8.e-002 8.e-002 7.921e-002
913 30.4 29.9 -8.e-002 8.e-002 7.921e-002
914 30.43 29.93 -8.e-002 8.e-002 7.921e-002
915 30.47 29.97 -8.e-002 8.e-002 7.921e-002
916 30.5 30.-8.e-002 8.e-002 7.921e-002
917 30.53 30.03 -7.e-002 7.e-002 6.931e-002
918 30.57 30.07 -8.e-002 8.e-002 7.921e-002
919 30.6 30.1 -8.e-002 8.e-002 7.921e-002
920 30.63 30.13 -8.e-002 8.e-002 7.921e-002
921 30.67 30.17 -8.e-002 8.e-002 7.921e-002
922 30.7 30.2 -7.e-002 7.e-002 6.931e-002
923 30.73 30.23 -8.e-002 8.e-002 7.921e-002
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John's River LF
1/28/2016
Bouwer and Rice Automatic Parameter Estimation
Burke Co. JR Design Hydrogeo 2016
Site Name:John's River LF
Location:Phase 4
Test Date:1/12/2016
Client:Burke County
Project Number:277.1602.12
Well Label:PZ-41 Rising Head 2
Aquifer Thickness:30. feet
Screen Length:20. feet
Casing Radius:8.3e-002 feet
Effective Radius:0.25 feet
Gravel Pack Porosity:30. %
Corrected Casing Radius:0.1535 feet
Bouwer and Rice Parameter A 3.353
Bouwer and Rice Parameter B 0.682
Radius of Influence of Test 4.612 feet
Trial Adjusted Time Head Head Ratio Hyd. Con.Flow to Well
(minutes)(feet)(feet/day)(Cubic Feet/Day)
29 0.0.52 0.2055 --
30 4.e-002 0.51 0.2016 1.549 34.07
31 7.e-002 0.51 0.2016 0.8854 19.47
32 0.1 0.51 0.2016 0.6198 13.63
33 0.14 0.5 0.1976 0.8942 19.27
34 0.17 0.49 0.1937 1.116 23.57
35 0.2 0.49 0.1937 0.9483 20.03
36 0.24 0.48 0.1897 1.064 22.03
37 0.27 0.48 0.1897 0.9462 19.58
38 0.3 0.49 0.1937 0.6322 13.36
39 0.34 0.48 0.1897 0.7514 15.55
40 0.37 0.47 0.1858 0.8721 17.67
41 0.4 0.46 0.1818 0.9783 19.4
42 0.44 0.46 0.1818 0.8894 17.64
43 0.47 0.46 0.1818 0.8326 16.51
44 0.5 0.46 0.1818 0.7826 15.52
45 0.54 0.46 0.1818 0.7247 14.37
46 0.57 0.46 0.1818 0.6865 13.61
47 0.6 0.47 0.1858 0.5378 10.9
48 0.64 0.45 0.1779 0.721 13.99
49 0.67 0.45 0.1779 0.6888 13.36
50 0.7 0.45 0.1779 0.6592 12.79
51 0.74 0.44 0.1739 0.7205 13.67
52 0.77 0.45 0.1779 0.5993 11.63
53 0.8 0.44 0.1739 0.6665 12.64
54 0.84 0.44 0.1739 0.6348 12.04
55 0.87 0.43 0.17 0.6972 12.92
56 0.9 0.43 0.17 0.674 12.49
57 0.94 0.43 0.17 0.6453 11.96
58 0.97 0.42 0.166 0.7028 12.72
59 1.0.41 0.1621 0.7586 13.41
60 1.04 0.42 0.166 0.6555 11.87
61 1.07 0.41 0.1621 0.709 12.53
62 1.1 0.42 0.166 0.6197 11.22
63 1.14 0.4 0.1581 0.7346 12.67
John's River LF
1/28/2016
64 1.17 0.4 0.1581 0.7157 12.34
65 1.2 0.4 0.1581 0.6978 12.03
66 1.24 0.41 0.1621 0.6118 10.81
67 1.27 0.41 0.1621 0.5973 10.56
68 1.3 0.4 0.1581 0.6442 11.11
69 1.34 0.4 0.1581 0.6249 10.78
70 1.37 0.41 0.1621 0.5537 9.787
71 1.4 0.4 0.1581 0.5981 10.31
72 1.44 0.39 0.1542 0.6376 10.72
73 1.47 0.39 0.1542 0.6246 10.5
74 1.5 0.39 0.1542 0.6121 10.29
75 1.54 0.39 0.1542 0.5962 10.02
76 1.57 0.39 0.1542 0.5849 9.833
77 1.6 0.39 0.1542 0.5739 9.649
78 1.64 0.37 0.1462 0.6623 10.56
79 1.67 0.37 0.1462 0.6504 10.38
80 1.7 0.37 0.1462 0.639 10.19
81 1.74 0.37 0.1462 0.6243 9.958
82 1.77 0.38 0.1502 0.5656 9.266
83 1.8 0.39 0.1542 0.5101 8.577
84 1.84 0.38 0.1502 0.5441 8.913
85 1.87 0.37 0.1462 0.5809 9.265
86 1.9 0.36 0.1423 0.6177 9.587
87 1.94 0.37 0.1462 0.5599 8.931
88 1.97 0.37 0.1462 0.5514 8.795
89 2.0.36 0.1423 0.5868 9.108
90 2.04 0.37 0.1462 0.5325 8.493
91 2.07 0.37 0.1462 0.5248 8.37
92 2.1 0.36 0.1423 0.5589 8.674
93 2.14 0.36 0.1423 0.5485 8.512
94 2.17 0.36 0.1423 0.5409 8.394
95 2.2 0.36 0.1423 0.5335 8.28
96 2.24 0.36 0.1423 0.524 8.132
97 2.27 0.35 0.1383 0.5567 8.399
98 2.3 0.35 0.1383 0.5494 8.29
99 2.34 0.35 0.1383 0.54 8.148
100 2.37 0.35 0.1383 0.5332 8.045
101 2.4 0.35 0.1383 0.5265 7.944
102 2.44 0.35 0.1383 0.5179 7.814
103 2.47 0.34 0.1344 0.549 8.048
104 2.5 0.35 0.1383 0.5054 7.626
105 2.54 0.35 0.1383 0.4975 7.506
106 2.57 0.34 0.1344 0.5277 7.734
107 2.6 0.34 0.1344 0.5216 7.645
108 2.64 0.34 0.1344 0.5137 7.529
109 2.67 0.33 0.1304 0.5436 7.733
110 2.7 0.33 0.1304 0.5376 7.648
111 2.74 0.35 0.1383 0.4612 6.958
112 2.77 0.34 0.1344 0.4896 7.176
113 2.8 0.33 0.1304 0.5184 7.374
114 2.84 0.33 0.1304 0.5111 7.271
115 2.87 0.33 0.1304 0.5057 7.195
116 2.9 0.32 0.1265 0.5344 7.372
117 2.94 0.33 0.1304 0.4937 7.023
118 2.97 0.32 0.1265 0.5218 7.198
119 3.0.32 0.1265 0.5165 7.126
120 3.04 0.33 0.1304 0.4774 6.792
John's River LF
1/28/2016
121 3.07 0.32 0.1265 0.5048 6.963
122 3.1 0.32 0.1265 0.4999 6.896
123 3.14 0.32 0.1265 0.4935 6.808
124 3.17 0.31 0.1225 0.5208 6.96
125 3.2 0.33 0.1304 0.4536 6.453
126 3.24 0.31 0.1225 0.5096 6.81
127 3.27 0.31 0.1225 0.5049 6.747
128 3.3 0.31 0.1225 0.5003 6.686
129 3.34 0.31 0.1225 0.4943 6.606
130 3.37 0.3 0.1186 0.521 6.738
131 3.4 0.31 0.1225 0.4856 6.489
132 3.44 0.31 0.1225 0.4799 6.414
133 3.47 0.29 0.1146 0.5371 6.715
134 3.5 0.31 0.1225 0.4717 6.304
135 3.54 0.31 0.1225 0.4664 6.233
136 3.57 0.3 0.1186 0.4918 6.36
137 3.6 0.3 0.1186 0.4877 6.307
138 3.64 0.31 0.1225 0.4536 6.061
139 3.67 0.3 0.1186 0.4784 6.187
140 3.7 0.31 0.1225 0.4462 5.963
141 3.74 0.29 0.1146 0.4983 6.23
142 3.77 0.29 0.1146 0.4944 6.181
143 3.8 0.3 0.1186 0.462 5.975
144 3.84 0.29 0.1146 0.4854 6.068
145 3.87 0.29 0.1146 0.4816 6.021
146 3.9 0.29 0.1146 0.4779 5.975
147 3.94 0.29 0.1146 0.4731 5.914
148 3.97 0.29 0.1146 0.4695 5.869
149 4.0.29 0.1146 0.466 5.825
150 4.04 0.28 0.1107 0.4891 5.903
151 4.07 0.29 0.1146 0.4579 5.725
152 4.1 0.3 0.1186 0.4282 5.538
153 4.14 0.29 0.1146 0.4502 5.628
154 4.17 0.29 0.1146 0.447 5.588
155 4.2 0.28 0.1107 0.4704 5.679
156 4.24 0.28 0.1107 0.466 5.625
157 4.27 0.28 0.1107 0.4627 5.585
158 4.3 0.29 0.1146 0.4334 5.419
159 4.34 0.28 0.1107 0.4553 5.495
160 4.37 0.28 0.1107 0.4521 5.458
161 4.4 0.27 0.1067 0.4754 5.534
162 4.44 0.27 0.1067 0.4712 5.484
163 4.47 0.28 0.1107 0.442 5.336
164 4.5 0.27 0.1067 0.4649 5.411
165 4.54 0.29 0.1146 0.4105 5.132
166 4.57 0.28 0.1107 0.4323 5.219
167 4.6 0.27 0.1067 0.4548 5.293
168 4.64 0.27 0.1067 0.4508 5.248
169 4.67 0.28 0.1107 0.4231 5.107
170 4.7 0.27 0.1067 0.4451 5.181
171 4.74 0.27 0.1067 0.4413 5.137
172 4.77 0.28 0.1107 0.4142 5.
173 4.8 0.26 0.1028 0.4609 5.166
174 4.84 0.27 0.1067 0.4322 5.031
175 4.87 0.27 0.1067 0.4296 5.
176 4.9 0.27 0.1067 0.4269 4.969
177 4.94 0.26 0.1028 0.4478 5.02
John's River LF
1/28/2016
178 4.97 0.27 0.1067 0.4209 4.899
179 5.0.26 0.1028 0.4425 4.96
180 5.04 0.26 0.1028 0.439 4.92
181 5.07 0.26 0.1028 0.4364 4.891
182 5.1 0.26 0.1028 0.4338 4.862
183 5.14 0.25 9.881e-002 0.4548 4.901
184 5.17 0.26 0.1028 0.4279 4.796
185 5.2 0.26 0.1028 0.4255 4.769
186 5.24 0.26 0.1028 0.4222 4.732
187 5.27 0.26 0.1028 0.4198 4.705
188 5.3 0.25 9.881e-002 0.441 4.753
189 5.34 0.25 9.881e-002 0.4377 4.718
190 5.37 0.25 9.881e-002 0.4353 4.691
191 5.4 0.26 0.1028 0.4097 4.592
192 5.44 0.25 9.881e-002 0.4297 4.631
193 5.47 0.26 0.1028 0.4045 4.533
194 5.5 0.24 9.486e-002 0.4487 4.642
195 5.54 0.25 9.881e-002 0.4219 4.547
196 5.57 0.25 9.881e-002 0.4197 4.523
197 5.6 0.25 9.881e-002 0.4174 4.499
198 5.64 0.24 9.486e-002 0.4376 4.527
199 5.67 0.24 9.486e-002 0.4352 4.503
200 5.7 0.24 9.486e-002 0.433 4.48
201 5.74 0.24 9.486e-002 0.4299 4.448
202 5.77 0.24 9.486e-002 0.4277 4.425
203 5.8 0.25 9.881e-002 0.403 4.344
204 5.84 0.24 9.486e-002 0.4226 4.372
205 5.87 0.24 9.486e-002 0.4204 4.35
206 5.9 0.24 9.486e-002 0.4183 4.328
207 5.94 0.24 9.486e-002 0.4155 4.299
208 5.97 0.23 9.091e-002 0.4361 4.324
209 6.0.24 9.486e-002 0.4113 4.256
210 6.04 0.24 9.486e-002 0.4086 4.227
211 6.07 0.23 9.091e-002 0.4289 4.253
212 6.1 0.23 9.091e-002 0.4268 4.232
213 6.14 0.23 9.091e-002 0.4241 4.205
214 6.17 0.23 9.091e-002 0.422 4.184
215 6.2 0.24 9.486e-002 0.398 4.118
216 6.24 0.23 9.091e-002 0.4173 4.137
217 6.27 0.22 8.696e-002 0.4379 4.153
218 6.3 0.23 9.091e-002 0.4133 4.098
219 6.34 0.23 9.091e-002 0.4107 4.072
220 6.37 0.22 8.696e-002 0.431 4.088
221 6.4 0.22 8.696e-002 0.429 4.069
222 6.44 0.23 9.091e-002 0.4043 4.009
223 6.47 0.23 9.091e-002 0.4024 3.99
224 6.5 0.23 9.091e-002 0.4006 3.972
225 6.54 0.23 9.091e-002 0.3981 3.947
226 6.57 0.23 9.091e-002 0.3963 3.929
227 6.6 0.22 8.696e-002 0.416 3.945
228 6.64 0.22 8.696e-002 0.4135 3.922
229 6.67 0.22 8.696e-002 0.4116 3.904
230 6.7 0.21 8.3e-002 0.4319 3.91
231 6.74 0.22 8.696e-002 0.4074 3.863
232 6.77 0.23 9.091e-002 0.3846 3.813
233 6.8 0.22 8.696e-002 0.4038 3.829
234 6.84 0.21 8.3e-002 0.4231 3.83
John's River LF
1/28/2016
235 6.87 0.22 8.696e-002 0.3996 3.79
236 6.9 0.22 8.696e-002 0.3979 3.774
237 6.94 0.23 9.091e-002 0.3752 3.72
238 6.97 0.22 8.696e-002 0.3939 3.736
239 7.0.21 8.3e-002 0.4134 3.743
240 7.04 0.22 8.696e-002 0.39 3.699
241 7.07 0.21 8.3e-002 0.4093 3.706
242 7.1 0.2 7.905e-002 0.4295 3.704
243 7.14 0.21 8.3e-002 0.4053 3.67
244 7.17 0.21 8.3e-002 0.4036 3.654
245 7.2 0.21 8.3e-002 0.402 3.639
246 7.24 0.2 7.905e-002 0.4212 3.632
247 7.27 0.21 8.3e-002 0.3981 3.604
248 7.3 0.21 8.3e-002 0.3964 3.589
249 7.34 0.21 8.3e-002 0.3943 3.57
250 7.37 0.21 8.3e-002 0.3927 3.555
251 7.4 0.2 7.905e-002 0.4121 3.553
252 7.44 0.21 8.3e-002 0.389 3.522
253 7.47 0.21 8.3e-002 0.3874 3.507
254 7.5 0.21 8.3e-002 0.3859 3.493
255 7.54 0.21 8.3e-002 0.3838 3.475
256 7.57 0.2 7.905e-002 0.4029 3.474
257 7.6 0.2 7.905e-002 0.4013 3.46
258 7.64 0.2 7.905e-002 0.3992 3.442
259 7.67 0.21 8.3e-002 0.3773 3.416
260 7.7 0.21 8.3e-002 0.3759 3.403
261 7.74 0.2 7.905e-002 0.394 3.397
262 7.77 0.2 7.905e-002 0.3925 3.384
263 7.8 0.19 7.51e-002 0.412 3.375
264 7.84 0.2 7.905e-002 0.389 3.354
265 7.87 0.19 7.51e-002 0.4083 3.345
266 7.9 0.19 7.51e-002 0.4068 3.332
267 7.94 0.19 7.51e-002 0.4047 3.315
268 7.97 0.19 7.51e-002 0.4032 3.303
269 8.0.2 7.905e-002 0.3812 3.287
270 8.04 0.2 7.905e-002 0.3793 3.271
271 8.07 0.2 7.905e-002 0.3779 3.258
272 8.1 0.21 8.3e-002 0.3573 3.235
273 8.14 0.19 7.51e-002 0.3948 3.234
274 8.17 0.19 7.51e-002 0.3933 3.222
275 8.2 0.2 7.905e-002 0.3719 3.207
276 8.24 0.2 7.905e-002 0.3701 3.191
277 8.27 0.19 7.51e-002 0.3886 3.183
278 8.3 0.19 7.51e-002 0.3872 3.171
279 8.34 0.19 7.51e-002 0.3853 3.156
280 8.37 0.19 7.51e-002 0.3839 3.145
281 8.4 0.18 7.115e-002 0.4031 3.128
282 8.44 0.18 7.115e-002 0.4012 3.113
283 8.47 0.19 7.51e-002 0.3794 3.108
284 8.5 0.18 7.115e-002 0.3984 3.091
285 8.54 0.18 7.115e-002 0.3965 3.077
286 8.57 0.18 7.115e-002 0.3951 3.066
287 8.6 0.19 7.51e-002 0.3737 3.061
288 8.64 0.19 7.51e-002 0.3719 3.046
289 8.67 0.18 7.115e-002 0.3905 3.031
290 8.7 0.18 7.115e-002 0.3892 3.02
291 8.74 0.18 7.115e-002 0.3874 3.006
John's River LF
1/28/2016
292 8.77 0.18 7.115e-002 0.3861 2.996
293 8.8 0.19 7.51e-002 0.3652 2.991
294 8.84 0.18 7.115e-002 0.383 2.972
295 8.87 0.19 7.51e-002 0.3623 2.967
296 8.9 0.19 7.51e-002 0.3611 2.957
297 8.94 0.18 7.115e-002 0.3788 2.939
298 8.97 0.18 7.115e-002 0.3775 2.929
299 9.0.18 7.115e-002 0.3762 2.919
300 9.04 0.17 6.719e-002 0.3947 2.893
301 9.07 0.17 6.719e-002 0.3934 2.883
302 9.1 0.18 7.115e-002 0.3721 2.887
303 9.14 0.18 7.115e-002 0.3705 2.875
304 9.17 0.18 7.115e-002 0.3693 2.865
305 9.2 0.17 6.719e-002 0.3879 2.843
306 9.24 0.18 7.115e-002 0.3665 2.844
307 9.27 0.18 7.115e-002 0.3653 2.834
308 9.3 0.17 6.719e-002 0.3837 2.812
309 9.34 0.18 7.115e-002 0.3625 2.813
310 9.37 0.18 7.115e-002 0.3614 2.804
311 9.4 0.17 6.719e-002 0.3796 2.782
312 9.44 0.17 6.719e-002 0.378 2.77
313 9.47 0.17 6.719e-002 0.3768 2.762
314 9.5 0.17 6.719e-002 0.3756 2.753
315 9.54 0.17 6.719e-002 0.3741 2.741
316 9.57 0.17 6.719e-002 0.3729 2.733
317 9.6 0.17 6.719e-002 0.3717 2.724
318 9.64 0.17 6.719e-002 0.3702 2.713
319 9.67 0.18 7.115e-002 0.3502 2.717
320 9.7 0.16 6.324e-002 0.3878 2.675
321 9.74 0.17 6.719e-002 0.3664 2.685
322 9.77 0.17 6.719e-002 0.3653 2.677
323 9.8 0.17 6.719e-002 0.3641 2.669
324 9.84 0.17 6.719e-002 0.3627 2.658
325 9.87 0.17 6.719e-002 0.3615 2.65
326 9.9 0.17 6.719e-002 0.3605 2.642
327 9.94 0.16 6.324e-002 0.3785 2.611
328 9.97 0.15 5.929e-002 0.398 2.574
329 10.0.16 6.324e-002 0.3762 2.595
330 10.04 0.17 6.719e-002 0.3554 2.605
331 10.07 0.17 6.719e-002 0.3544 2.597
332 10.1 0.17 6.719e-002 0.3533 2.589
333 10.14 0.15 5.929e-002 0.3913 2.53
334 10.17 0.16 6.324e-002 0.3699 2.552
335 10.2 0.16 6.324e-002 0.3688 2.544
336 10.24 0.16 6.324e-002 0.3674 2.534
337 10.27 0.16 6.324e-002 0.3663 2.527
338 10.3 0.15 5.929e-002 0.3852 2.491
339 10.34 0.17 6.719e-002 0.3451 2.529
340 10.37 0.16 6.324e-002 0.3628 2.502
341 10.4 0.15 5.929e-002 0.3815 2.467
342 10.44 0.16 6.324e-002 0.3603 2.486
343 10.47 0.16 6.324e-002 0.3593 2.478
344 10.5 0.15 5.929e-002 0.3779 2.444
345 10.54 0.16 6.324e-002 0.3569 2.462
346 10.57 0.16 6.324e-002 0.3559 2.455
347 10.6 0.15 5.929e-002 0.3743 2.421
348 10.64 0.15 5.929e-002 0.3729 2.412
John's River LF
1/28/2016
349 10.67 0.16 6.324e-002 0.3526 2.432
350 10.7 0.15 5.929e-002 0.3708 2.398
351 10.74 0.16 6.324e-002 0.3503 2.416
352 10.77 0.15 5.929e-002 0.3684 2.382
353 10.8 0.16 6.324e-002 0.3483 2.403
354 10.84 0.15 5.929e-002 0.3661 2.367
355 10.87 0.15 5.929e-002 0.365 2.361
356 10.9 0.15 5.929e-002 0.364 2.354
357 10.94 0.15 5.929e-002 0.3627 2.345
358 10.97 0.15 5.929e-002 0.3617 2.339
359 11.0.15 5.929e-002 0.3607 2.333
360 11.04 0.15 5.929e-002 0.3594 2.324
361 11.07 0.15 5.929e-002 0.3584 2.318
362 11.1 0.16 6.324e-002 0.3389 2.338
363 11.14 0.15 5.929e-002 0.3562 2.303
364 11.17 0.14 5.534e-002 0.375 2.263
365 11.2 0.15 5.929e-002 0.3543 2.291
366 11.24 0.16 6.324e-002 0.3347 2.309
367 11.27 0.16 6.324e-002 0.3338 2.302
368 11.3 0.15 5.929e-002 0.3511 2.271
369 11.34 0.15 5.929e-002 0.3499 2.263
370 11.37 0.15 5.929e-002 0.349 2.257
371 11.4 0.14 5.534e-002 0.3674 2.217
372 11.44 0.15 5.929e-002 0.3469 2.243
373 11.47 0.16 6.324e-002 0.328 2.262
374 11.5 0.15 5.929e-002 0.345 2.231
375 11.54 0.14 5.534e-002 0.3629 2.19
376 11.57 0.14 5.534e-002 0.362 2.185
377 11.6 0.15 5.929e-002 0.3421 2.212
378 11.64 0.14 5.534e-002 0.3598 2.172
379 11.67 0.14 5.534e-002 0.3589 2.166
380 11.7 0.14 5.534e-002 0.358 2.16
381 11.74 0.13 5.138e-002 0.3769 2.112
382 11.77 0.14 5.534e-002 0.3558 2.148
383 11.8 0.13 5.138e-002 0.375 2.102
384 11.84 0.14 5.534e-002 0.3537 2.135
385 11.87 0.14 5.534e-002 0.3528 2.13
386 11.9 0.14 5.534e-002 0.3519 2.124
387 11.94 0.14 5.534e-002 0.3508 2.117
388 11.97 0.14 5.534e-002 0.3499 2.112
389 12.0.13 5.138e-002 0.3687 2.066
390 12.04 0.14 5.534e-002 0.3479 2.099
391 12.07 0.13 5.138e-002 0.3666 2.054
392 12.1 0.14 5.534e-002 0.3461 2.089
393 12.14 0.13 5.138e-002 0.3645 2.043
394 12.17 0.14 5.534e-002 0.3441 2.077
395 12.2 0.14 5.534e-002 0.3433 2.072
396 12.24 0.13 5.138e-002 0.3615 2.026
397 12.27 0.14 5.534e-002 0.3413 2.06
398 12.3 0.14 5.534e-002 0.3405 2.055
399 12.34 0.13 5.138e-002 0.3586 2.01
400 12.37 0.13 5.138e-002 0.3577 2.005
401 12.4 0.14 5.534e-002 0.3378 2.039
402 12.44 0.14 5.534e-002 0.3367 2.032
403 12.47 0.14 5.534e-002 0.3359 2.027
404 12.5 0.13 5.138e-002 0.354 1.984
405 12.54 0.14 5.534e-002 0.334 2.016
John's River LF
1/28/2016
406 12.57 0.13 5.138e-002 0.352 1.973
407 12.6 0.13 5.138e-002 0.3512 1.968
408 12.64 0.12 4.743e-002 0.3703 1.915
409 12.67 0.12 4.743e-002 0.3694 1.911
410 12.7 0.13 5.138e-002 0.3484 1.953
411 12.74 0.12 4.743e-002 0.3674 1.9
412 12.77 0.12 4.743e-002 0.3665 1.896
413 12.8 0.13 5.138e-002 0.3457 1.937
414 12.84 0.13 5.138e-002 0.3446 1.931
415 12.87 0.13 5.138e-002 0.3438 1.927
416 12.9 0.11 4.348e-002 0.3843 1.823
417 12.94 0.14 5.534e-002 0.3237 1.953
418 12.97 0.13 5.138e-002 0.3412 1.912
419 13.0.13 5.138e-002 0.3404 1.908
420 13.04 0.13 5.138e-002 0.3393 1.902
421 13.07 0.13 5.138e-002 0.3385 1.897
422 13.1 0.13 5.138e-002 0.3378 1.893
423 13.14 0.13 5.138e-002 0.3367 1.887
424 13.17 0.13 5.138e-002 0.336 1.883
425 13.2 0.12 4.743e-002 0.3546 1.834
426 13.24 0.12 4.743e-002 0.3535 1.829
427 13.27 0.12 4.743e-002 0.3527 1.825
428 13.3 0.13 5.138e-002 0.3327 1.864
429 13.34 0.12 4.743e-002 0.3508 1.815
430 13.37 0.12 4.743e-002 0.3501 1.811
431 13.4 0.13 5.138e-002 0.3302 1.851
432 13.44 0.13 5.138e-002 0.3292 1.845
433 13.47 0.13 5.138e-002 0.3285 1.841
434 13.5 0.12 4.743e-002 0.3467 1.793
435 13.54 0.12 4.743e-002 0.3457 1.788
436 13.57 0.13 5.138e-002 0.3261 1.827
437 13.6 0.12 4.743e-002 0.3441 1.78
438 13.64 0.12 4.743e-002 0.3431 1.775
439 13.67 0.12 4.743e-002 0.3424 1.771
440 13.7 0.12 4.743e-002 0.3416 1.767
441 13.74 0.12 4.743e-002 0.3406 1.762
442 13.77 0.11 4.348e-002 0.3601 1.707
443 13.8 0.11 4.348e-002 0.3593 1.704
444 13.84 0.11 4.348e-002 0.3582 1.699
445 13.87 0.11 4.348e-002 0.3575 1.695
446 13.9 0.12 4.743e-002 0.3367 1.742
447 13.94 0.11 4.348e-002 0.3557 1.687
448 13.97 0.11 4.348e-002 0.3549 1.683
449 14.0.11 4.348e-002 0.3541 1.679
450 14.04 0.12 4.743e-002 0.3333 1.724
451 14.07 0.11 4.348e-002 0.3524 1.671
452 14.1 0.12 4.743e-002 0.3319 1.717
453 14.14 0.12 4.743e-002 0.331 1.712
454 14.17 0.11 4.348e-002 0.3499 1.659
455 14.2 0.11 4.348e-002 0.3492 1.656
456 14.24 0.12 4.743e-002 0.3287 1.7
457 14.27 0.11 4.348e-002 0.3474 1.648
458 14.3 0.12 4.743e-002 0.3273 1.693
459 14.34 0.11 4.348e-002 0.3457 1.64
460 14.37 0.11 4.348e-002 0.345 1.636
461 14.4 0.12 4.743e-002 0.325 1.681
462 14.44 0.12 4.743e-002 0.3241 1.677
John's River LF
1/28/2016
463 14.47 0.11 4.348e-002 0.3426 1.625
464 14.5 0.11 4.348e-002 0.3419 1.621
465 14.54 0.12 4.743e-002 0.3219 1.665
466 14.57 0.11 4.348e-002 0.3403 1.614
467 14.6 0.1 3.953e-002 0.3604 1.554
468 14.64 0.11 4.348e-002 0.3387 1.606
469 14.67 0.11 4.348e-002 0.338 1.603
470 14.7 0.11 4.348e-002 0.3373 1.599
471 14.74 0.12 4.743e-002 0.3175 1.643
472 14.77 0.1 3.953e-002 0.3563 1.536
473 14.8 0.11 4.348e-002 0.335 1.589
474 14.84 0.11 4.348e-002 0.3341 1.584
475 14.87 0.11 4.348e-002 0.3334 1.581
476 14.9 0.11 4.348e-002 0.3327 1.578
477 14.94 0.11 4.348e-002 0.3319 1.574
478 14.97 0.1 3.953e-002 0.3515 1.515
479 15.0.11 4.348e-002 0.3305 1.567
480 15.04 0.1 3.953e-002 0.3499 1.508
481 15.07 0.11 4.348e-002 0.329 1.56
482 15.1 0.11 4.348e-002 0.3283 1.557
483 15.14 0.11 4.348e-002 0.3275 1.553
484 15.17 0.1 3.953e-002 0.3469 1.495
485 15.2 0.11 4.348e-002 0.3262 1.547
486 15.24 0.11 4.348e-002 0.3253 1.543
487 15.27 0.11 4.348e-002 0.3247 1.54
488 15.3 0.11 4.348e-002 0.324 1.537
489 15.34 0.11 4.348e-002 0.3232 1.533
490 15.37 0.1 3.953e-002 0.3424 1.476
491 15.4 0.11 4.348e-002 0.3219 1.527
492 15.44 0.11 4.348e-002 0.3211 1.523
493 15.47 0.11 4.348e-002 0.3205 1.52
494 15.5 0.1 3.953e-002 0.3395 1.464
495 15.54 0.1 3.953e-002 0.3386 1.46
496 15.57 0.1 3.953e-002 0.338 1.457
497 15.6 0.11 4.348e-002 0.3178 1.507
498 15.64 0.1 3.953e-002 0.3365 1.45
499 15.67 0.1 3.953e-002 0.3358 1.448
500 15.7 0.11 4.348e-002 0.3158 1.498
501 15.74 0.1 3.953e-002 0.3343 1.441
502 15.77 0.1 3.953e-002 0.3337 1.439
503 15.8 0.1 3.953e-002 0.333 1.436
504 15.84 0.11 4.348e-002 0.313 1.484
505 15.87 0.1 3.953e-002 0.3316 1.429
506 15.9 0.1 3.953e-002 0.331 1.427
507 15.94 0.1 3.953e-002 0.3301 1.423
508 15.97 0.1 3.953e-002 0.3295 1.42
509 16.0.11 4.348e-002 0.3099 1.469
510 16.04 9.e-002 3.557e-002 0.349 1.354
511 16.07 0.1 3.953e-002 0.3275 1.412
512 16.1 0.11 4.348e-002 0.3079 1.46
513 16.14 0.1 3.953e-002 0.326 1.406
514 16.17 0.1 3.953e-002 0.3254 1.403
515 16.2 0.11 4.348e-002 0.306 1.451
516 16.24 0.11 4.348e-002 0.3053 1.448
517 16.27 0.1 3.953e-002 0.3234 1.394
518 16.3 9.e-002 3.557e-002 0.3435 1.333
519 16.34 0.1 3.953e-002 0.322 1.388
John's River LF
1/28/2016
520 16.37 0.1 3.953e-002 0.3215 1.386
521 16.4 0.1 3.953e-002 0.3209 1.383
522 16.44 9.e-002 3.557e-002 0.3405 1.321
523 16.47 9.e-002 3.557e-002 0.3399 1.319
524 16.5 0.1 3.953e-002 0.3189 1.375
525 16.54 0.1 3.953e-002 0.3181 1.372
526 16.57 0.1 3.953e-002 0.3176 1.369
527 16.6 0.1 3.953e-002 0.317 1.367
528 16.64 0.1 3.953e-002 0.3162 1.363
529 16.67 9.e-002 3.557e-002 0.3358 1.303
530 16.7 9.e-002 3.557e-002 0.3352 1.301
531 16.74 0.1 3.953e-002 0.3143 1.355
532 16.77 0.1 3.953e-002 0.3138 1.353
533 16.8 0.11 4.348e-002 0.2951 1.399
534 16.84 8.e-002 3.162e-002 0.3548 1.224
535 16.87 0.1 3.953e-002 0.3119 1.345
536 16.9 9.e-002 3.557e-002 0.3313 1.285
537 16.94 9.e-002 3.557e-002 0.3305 1.282
538 16.97 0.1 3.953e-002 0.3101 1.337
539 17.0.1 3.953e-002 0.3095 1.334
540 17.04 0.1 3.953e-002 0.3088 1.331
541 17.07 9.e-002 3.557e-002 0.328 1.272
542 17.1 9.e-002 3.557e-002 0.3274 1.27
543 17.14 0.1 3.953e-002 0.307 1.324
544 17.17 9.e-002 3.557e-002 0.3261 1.265
545 17.2 9.e-002 3.557e-002 0.3255 1.263
546 17.24 8.e-002 3.162e-002 0.3465 1.195
547 17.27 0.1 3.953e-002 0.3047 1.314
548 17.3 9.e-002 3.557e-002 0.3236 1.256
549 17.34 9.e-002 3.557e-002 0.3229 1.253
550 17.37 9.e-002 3.557e-002 0.3223 1.251
551 17.4 9.e-002 3.557e-002 0.3217 1.248
552 17.44 9.e-002 3.557e-002 0.321 1.245
553 17.47 9.e-002 3.557e-002 0.3205 1.243
554 17.5 0.1 3.953e-002 0.3007 1.296
555 17.54 9.e-002 3.557e-002 0.3192 1.238
556 17.57 0.1 3.953e-002 0.2995 1.291
557 17.6 9.e-002 3.557e-002 0.3181 1.234
558 17.64 0.1 3.953e-002 0.2983 1.286
559 17.67 9.e-002 3.557e-002 0.3168 1.229
560 17.7 0.1 3.953e-002 0.2973 1.282
561 17.74 9.e-002 3.557e-002 0.3156 1.224
562 17.77 9.e-002 3.557e-002 0.315 1.222
563 17.8 9.e-002 3.557e-002 0.3145 1.22
564 17.84 9.e-002 3.557e-002 0.3138 1.218
565 17.87 9.e-002 3.557e-002 0.3133 1.216
566 17.9 9.e-002 3.557e-002 0.3128 1.213
567 17.94 8.e-002 3.162e-002 0.333 1.149
568 17.97 9.e-002 3.557e-002 0.3115 1.209
569 18.9.e-002 3.557e-002 0.311 1.207
570 18.04 9.e-002 3.557e-002 0.3103 1.204
571 18.07 0.1 3.953e-002 0.2912 1.255
572 18.1 9.e-002 3.557e-002 0.3093 1.2
573 18.14 0.1 3.953e-002 0.2901 1.251
574 18.17 9.e-002 3.557e-002 0.3081 1.195
575 18.2 9.e-002 3.557e-002 0.3076 1.193
576 18.24 9.e-002 3.557e-002 0.3069 1.191
John's River LF
1/28/2016
577 18.27 9.e-002 3.557e-002 0.3064 1.189
578 18.3 9.e-002 3.557e-002 0.3059 1.187
579 18.34 9.e-002 3.557e-002 0.3053 1.184
580 18.37 0.1 3.953e-002 0.2865 1.235
581 18.4 8.e-002 3.162e-002 0.3247 1.12
582 18.44 9.e-002 3.557e-002 0.3036 1.178
583 18.47 8.e-002 3.162e-002 0.3235 1.116
584 18.5 8.e-002 3.162e-002 0.3229 1.114
585 18.54 9.e-002 3.557e-002 0.302 1.172
586 18.57 9.e-002 3.557e-002 0.3015 1.17
587 18.6 9.e-002 3.557e-002 0.301 1.168
588 18.64 9.e-002 3.557e-002 0.3003 1.165
589 18.67 9.e-002 3.557e-002 0.2999 1.163
590 18.7 9.e-002 3.557e-002 0.2994 1.162
591 18.74 8.e-002 3.162e-002 0.3188 1.099
592 18.77 9.e-002 3.557e-002 0.2983 1.157
593 18.8 9.e-002 3.557e-002 0.2978 1.155
594 18.84 9.e-002 3.557e-002 0.2972 1.153
595 18.87 8.e-002 3.162e-002 0.3166 1.092
596 18.9 9.e-002 3.557e-002 0.2962 1.149
597 18.94 9.e-002 3.557e-002 0.2956 1.147
598 18.97 9.e-002 3.557e-002 0.2951 1.145
599 19.9.e-002 3.557e-002 0.2947 1.143
600 19.04 8.e-002 3.162e-002 0.3138 1.082
601 19.07 9.e-002 3.557e-002 0.2936 1.139
602 19.1 0.1 3.953e-002 0.2755 1.188
603 19.14 9.e-002 3.557e-002 0.2925 1.135
604 19.17 9.e-002 3.557e-002 0.292 1.133
605 19.2 9.e-002 3.557e-002 0.2916 1.131
606 19.24 0.1 3.953e-002 0.2735 1.179
607 19.27 8.e-002 3.162e-002 0.31 1.069
608 19.3 0.1 3.953e-002 0.2726 1.175
609 19.34 8.e-002 3.162e-002 0.3089 1.065
610 19.37 7.e-002 2.767e-002 0.3304 0.9972
611 19.4 9.e-002 3.557e-002 0.2886 1.12
612 19.44 8.e-002 3.162e-002 0.3073 1.06
613 19.47 9.e-002 3.557e-002 0.2875 1.116
614 19.5 8.e-002 3.162e-002 0.3064 1.057
615 19.54 9.e-002 3.557e-002 0.2865 1.112
616 19.57 8.e-002 3.162e-002 0.3053 1.053
617 19.6 9.e-002 3.557e-002 0.2856 1.108
618 19.64 9.e-002 3.557e-002 0.2851 1.106
619 19.67 8.e-002 3.162e-002 0.3037 1.048
620 19.7 9.e-002 3.557e-002 0.2842 1.103
621 19.74 8.e-002 3.162e-002 0.3027 1.044
622 19.77 0.1 3.953e-002 0.2662 1.147
623 19.8 8.e-002 3.162e-002 0.3017 1.041
624 19.84 9.e-002 3.557e-002 0.2822 1.095
625 19.87 8.e-002 3.162e-002 0.3007 1.037
626 19.9 8.e-002 3.162e-002 0.3002 1.035
627 19.94 8.e-002 3.162e-002 0.2996 1.033
628 19.97 8.e-002 3.162e-002 0.2992 1.032
629 20.0.1 3.953e-002 0.2631 1.134
630 20.04 8.e-002 3.162e-002 0.2981 1.028
631 20.07 8.e-002 3.162e-002 0.2977 1.027
632 20.1 9.e-002 3.557e-002 0.2785 1.081
633 20.14 8.e-002 3.162e-002 0.2966 1.023
John's River LF
1/28/2016
634 20.17 7.e-002 2.767e-002 0.3173 0.9576
635 20.2 9.e-002 3.557e-002 0.2771 1.075
636 20.24 8.e-002 3.162e-002 0.2952 1.018
637 20.27 8.e-002 3.162e-002 0.2947 1.017
638 20.3 8.e-002 3.162e-002 0.2943 1.015
639 20.34 9.e-002 3.557e-002 0.2752 1.068
640 20.37 8.e-002 3.162e-002 0.2933 1.012
641 20.4 7.e-002 2.767e-002 0.3138 0.9468
642 20.44 7.e-002 2.767e-002 0.3131 0.945
643 20.47 9.e-002 3.557e-002 0.2735 1.061
644 20.5 8.e-002 3.162e-002 0.2914 1.005
645 20.54 8.e-002 3.162e-002 0.2909 1.003
646 20.57 8.e-002 3.162e-002 0.2904 1.002
647 20.6 7.e-002 2.767e-002 0.3107 0.9376
648 20.64 8.e-002 3.162e-002 0.2895 0.9983
649 20.67 8.e-002 3.162e-002 0.289 0.9968
650 20.7 8.e-002 3.162e-002 0.2886 0.9954
651 20.74 8.e-002 3.162e-002 0.2881 0.9935
652 20.77 8.e-002 3.162e-002 0.2876 0.992
653 20.8 8.e-002 3.162e-002 0.2872 0.9906
654 20.84 8.e-002 3.162e-002 0.2867 0.9887
655 20.87 9.e-002 3.557e-002 0.2683 1.041
656 20.9 9.e-002 3.557e-002 0.2679 1.039
657 20.94 9.e-002 3.557e-002 0.2674 1.037
658 20.97 8.e-002 3.162e-002 0.2849 0.9826
659 21.9.e-002 3.557e-002 0.2666 1.034
660 21.04 8.e-002 3.162e-002 0.284 0.9793
661 21.07 7.e-002 2.767e-002 0.3038 0.9167
662 21.1 7.e-002 2.767e-002 0.3033 0.9154
663 21.14 8.e-002 3.162e-002 0.2826 0.9747
664 21.17 6.e-002 2.372e-002 0.3256 0.8422
665 21.2 8.e-002 3.162e-002 0.2818 0.9719
666 21.24 8.e-002 3.162e-002 0.2813 0.9701
667 21.27 8.e-002 3.162e-002 0.2809 0.9687
668 21.3 7.e-002 2.767e-002 0.3005 0.9068
669 21.34 8.e-002 3.162e-002 0.28 0.9655
670 21.37 8.e-002 3.162e-002 0.2796 0.9642
671 21.4 8.e-002 3.162e-002 0.2792 0.9628
672 21.44 7.e-002 2.767e-002 0.2985 0.9009
673 21.47 7.e-002 2.767e-002 0.2981 0.8996
674 21.5 8.e-002 3.162e-002 0.2779 0.9583
675 21.54 8.e-002 3.162e-002 0.2774 0.9566
676 21.57 8.e-002 3.162e-002 0.277 0.9552
677 21.6 8.e-002 3.162e-002 0.2766 0.9539
678 21.64 7.e-002 2.767e-002 0.2958 0.8926
679 21.67 8.e-002 3.162e-002 0.2757 0.9508
680 21.7 6.e-002 2.372e-002 0.3176 0.8216
681 21.74 8.e-002 3.162e-002 0.2748 0.9478
682 21.77 7.e-002 2.767e-002 0.294 0.8872
683 21.8 7.e-002 2.767e-002 0.2936 0.886
684 21.84 8.e-002 3.162e-002 0.2736 0.9434
685 21.87 7.e-002 2.767e-002 0.2927 0.8832
686 21.9 8.e-002 3.162e-002 0.2728 0.9408
687 21.94 7.e-002 2.767e-002 0.2917 0.8804
688 21.97 6.e-002 2.372e-002 0.3137 0.8115
689 22.7.e-002 2.767e-002 0.2909 0.878
690 22.04 7.e-002 2.767e-002 0.2904 0.8764
John's River LF
1/28/2016
691 22.07 7.e-002 2.767e-002 0.29 0.8752
692 22.1 8.e-002 3.162e-002 0.2703 0.9323
693 22.14 7.e-002 2.767e-002 0.2891 0.8724
694 22.17 7.e-002 2.767e-002 0.2887 0.8712
695 22.2 7.e-002 2.767e-002 0.2883 0.8701
696 22.24 8.e-002 3.162e-002 0.2686 0.9265
697 22.27 8.e-002 3.162e-002 0.2683 0.9252
698 22.3 8.e-002 3.162e-002 0.2679 0.924
699 22.34 7.e-002 2.767e-002 0.2865 0.8646
700 22.37 7.e-002 2.767e-002 0.2861 0.8634
701 22.4 7.e-002 2.767e-002 0.2857 0.8623
702 22.44 7.e-002 2.767e-002 0.2852 0.8607
703 22.47 6.e-002 2.372e-002 0.3067 0.7934
704 22.5 7.e-002 2.767e-002 0.2845 0.8584
705 22.54 7.e-002 2.767e-002 0.284 0.8569
706 22.57 7.e-002 2.767e-002 0.2836 0.8558
707 22.6 7.e-002 2.767e-002 0.2832 0.8547
708 22.64 7.e-002 2.767e-002 0.2827 0.8531
709 22.67 7.e-002 2.767e-002 0.2823 0.852
710 22.7 6.e-002 2.372e-002 0.3036 0.7854
711 22.74 7.e-002 2.767e-002 0.2815 0.8494
712 22.77 7.e-002 2.767e-002 0.2811 0.8483
713 22.8 6.e-002 2.372e-002 0.3023 0.782
714 22.84 7.e-002 2.767e-002 0.2802 0.8457
715 22.87 7.e-002 2.767e-002 0.2799 0.8446
716 22.9 6.e-002 2.372e-002 0.301 0.7785
717 22.94 7.e-002 2.767e-002 0.279 0.842
718 22.97 8.e-002 3.162e-002 0.2601 0.897
719 23.8.e-002 3.162e-002 0.2598 0.8958
720 23.04 7.e-002 2.767e-002 0.2778 0.8383
721 23.07 7.e-002 2.767e-002 0.2774 0.8372
722 23.1 7.e-002 2.767e-002 0.2771 0.8362
723 23.14 8.e-002 3.162e-002 0.2582 0.8904
724 23.17 7.e-002 2.767e-002 0.2762 0.8336
725 23.2 7.e-002 2.767e-002 0.2759 0.8325
726 23.24 8.e-002 3.162e-002 0.2571 0.8866
727 23.27 7.e-002 2.767e-002 0.2751 0.83
728 23.3 7.e-002 2.767e-002 0.2747 0.829
729 23.34 7.e-002 2.767e-002 0.2742 0.8276
730 23.37 7.e-002 2.767e-002 0.2739 0.8265
731 23.4 6.e-002 2.372e-002 0.2946 0.7619
732 23.44 7.e-002 2.767e-002 0.2731 0.824
733 23.47 7.e-002 2.767e-002 0.2727 0.823
734 23.5 6.e-002 2.372e-002 0.2933 0.7587
735 23.54 6.e-002 2.372e-002 0.2928 0.7574
736 23.57 7.e-002 2.767e-002 0.2716 0.8195
737 23.6 6.e-002 2.372e-002 0.2921 0.7554
738 23.64 7.e-002 2.767e-002 0.2708 0.8171
739 23.67 7.e-002 2.767e-002 0.2704 0.816
740 23.7 7.e-002 2.767e-002 0.2701 0.815
741 23.74 7.e-002 2.767e-002 0.2696 0.8136
742 23.77 7.e-002 2.767e-002 0.2693 0.8126
743 23.8 8.e-002 3.162e-002 0.251 0.8657
744 23.84 8.e-002 3.162e-002 0.2506 0.8643
745 23.87 6.e-002 2.372e-002 0.2888 0.7469
746 23.9 7.e-002 2.767e-002 0.2678 0.8082
747 23.94 7.e-002 2.767e-002 0.2674 0.8068
John's River LF
1/28/2016
748 23.97 7.e-002 2.767e-002 0.267 0.8058
749 24.7.e-002 2.767e-002 0.2667 0.8048
750 24.04 6.e-002 2.372e-002 0.2867 0.7416
751 24.07 7.e-002 2.767e-002 0.2659 0.8025
752 24.1 6.e-002 2.372e-002 0.286 0.7398
753 24.14 7.e-002 2.767e-002 0.2651 0.8001
754 24.17 7.e-002 2.767e-002 0.2648 0.7991
755 24.2 7.e-002 2.767e-002 0.2645 0.7981
756 24.24 7.e-002 2.767e-002 0.264 0.7968
757 24.27 7.e-002 2.767e-002 0.2637 0.7958
758 24.3 6.e-002 2.372e-002 0.2836 0.7337
759 24.34 6.e-002 2.372e-002 0.2832 0.7325
760 24.37 7.e-002 2.767e-002 0.2626 0.7926
761 24.4 6.e-002 2.372e-002 0.2825 0.7307
762 24.44 6.e-002 2.372e-002 0.282 0.7295
763 24.47 7.e-002 2.767e-002 0.2616 0.7893
764 24.5 7.e-002 2.767e-002 0.2612 0.7884
765 24.54 6.e-002 2.372e-002 0.2809 0.7265
766 24.57 7.e-002 2.767e-002 0.2605 0.7861
767 24.6 6.e-002 2.372e-002 0.2802 0.7247
768 24.64 6.e-002 2.372e-002 0.2797 0.7236
769 24.67 6.e-002 2.372e-002 0.2794 0.7227
770 24.7 7.e-002 2.767e-002 0.2591 0.782
771 24.74 6.e-002 2.372e-002 0.2786 0.7206
772 24.77 7.e-002 2.767e-002 0.2584 0.7798
773 24.8 7.e-002 2.767e-002 0.2581 0.7788
774 24.84 6.e-002 2.372e-002 0.2775 0.7177
775 24.87 7.e-002 2.767e-002 0.2574 0.7766
776 24.9 6.e-002 2.372e-002 0.2768 0.716
777 24.94 6.e-002 2.372e-002 0.2764 0.7149
778 24.97 7.e-002 2.767e-002 0.2563 0.7735
779 25.6.e-002 2.372e-002 0.2757 0.7131
780 25.04 6.e-002 2.372e-002 0.2753 0.712
781 25.07 6.e-002 2.372e-002 0.2749 0.7111
782 25.1 7.e-002 2.767e-002 0.255 0.7695
783 25.14 7.e-002 2.767e-002 0.2546 0.7683
784 25.17 5.e-002 1.976e-002 0.297 0.6401
785 25.2 6.e-002 2.372e-002 0.2735 0.7075
786 25.24 7.e-002 2.767e-002 0.2536 0.7653
787 25.27 6.e-002 2.372e-002 0.2728 0.7055
788 25.3 6.e-002 2.372e-002 0.2724 0.7047
789 25.34 7.e-002 2.767e-002 0.2526 0.7622
790 25.37 6.e-002 2.372e-002 0.2717 0.7027
791 25.4 7.e-002 2.767e-002 0.252 0.7604
792 25.44 7.e-002 2.767e-002 0.2516 0.7592
793 25.47 7.e-002 2.767e-002 0.2513 0.7583
794 25.5 6.e-002 2.372e-002 0.2703 0.6992
795 25.54 6.e-002 2.372e-002 0.2699 0.6981
796 25.57 6.e-002 2.372e-002 0.2696 0.6972
797 25.6 6.e-002 2.372e-002 0.2692 0.6964
798 25.64 6.e-002 2.372e-002 0.2688 0.6953
799 25.67 6.e-002 2.372e-002 0.2685 0.6945
800 25.7 6.e-002 2.372e-002 0.2682 0.6937
801 25.74 5.e-002 1.976e-002 0.2904 0.6259
802 25.77 6.e-002 2.372e-002 0.2675 0.6918
803 25.8 6.e-002 2.372e-002 0.2672 0.691
804 25.84 6.e-002 2.372e-002 0.2667 0.69
John's River LF
1/28/2016
805 25.87 6.e-002 2.372e-002 0.2664 0.6892
806 25.9 6.e-002 2.372e-002 0.2661 0.6884
807 25.94 6.e-002 2.372e-002 0.2657 0.6873
808 25.97 6.e-002 2.372e-002 0.2654 0.6865
809 26.6.e-002 2.372e-002 0.2651 0.6857
810 26.04 6.e-002 2.372e-002 0.2647 0.6847
811 26.07 6.e-002 2.372e-002 0.2644 0.6839
812 26.1 7.e-002 2.767e-002 0.2452 0.74
813 26.14 6.e-002 2.372e-002 0.2637 0.682
814 26.17 6.e-002 2.372e-002 0.2634 0.6813
815 26.2 7.e-002 2.767e-002 0.2443 0.7372
816 26.24 7.e-002 2.767e-002 0.2439 0.7361
817 26.27 6.e-002 2.372e-002 0.2624 0.6787
818 26.3 6.e-002 2.372e-002 0.2621 0.6779
819 26.34 6.e-002 2.372e-002 0.2617 0.6769
820 26.37 6.e-002 2.372e-002 0.2614 0.6761
821 26.4 6.e-002 2.372e-002 0.2611 0.6753
822 26.44 6.e-002 2.372e-002 0.2607 0.6743
823 26.47 6.e-002 2.372e-002 0.2604 0.6735
824 26.5 6.e-002 2.372e-002 0.2601 0.6728
825 26.54 5.e-002 1.976e-002 0.2816 0.6071
826 26.57 6.e-002 2.372e-002 0.2594 0.671
827 26.6 6.e-002 2.372e-002 0.2591 0.6702
828 26.64 6.e-002 2.372e-002 0.2587 0.6692
829 26.67 7.e-002 2.767e-002 0.24 0.7242
830 26.7 6.e-002 2.372e-002 0.2581 0.6677
831 26.74 5.e-002 1.976e-002 0.2795 0.6025
832 26.77 6.e-002 2.372e-002 0.2575 0.666
833 26.8 6.e-002 2.372e-002 0.2572 0.6652
834 26.84 6.e-002 2.372e-002 0.2568 0.6642
835 26.87 7.e-002 2.767e-002 0.2382 0.7188
836 26.9 6.e-002 2.372e-002 0.2562 0.6628
837 26.94 6.e-002 2.372e-002 0.2558 0.6618
838 26.97 6.e-002 2.372e-002 0.2556 0.661
839 27.5.e-002 1.976e-002 0.2768 0.5967
840 27.04 7.e-002 2.767e-002 0.2367 0.7143
841 27.07 6.e-002 2.372e-002 0.2546 0.6586
842 27.1 5.e-002 1.976e-002 0.2758 0.5945
843 27.14 5.e-002 1.976e-002 0.2754 0.5936
844 27.17 6.e-002 2.372e-002 0.2537 0.6562
845 27.2 4.e-002 1.581e-002 0.301 0.519
846 27.24 6.e-002 2.372e-002 0.253 0.6545
847 27.27 6.e-002 2.372e-002 0.2528 0.6538
848 27.3 6.e-002 2.372e-002 0.2525 0.6531
849 27.34 5.e-002 1.976e-002 0.2734 0.5893
850 27.37 6.e-002 2.372e-002 0.2518 0.6514
851 27.4 6.e-002 2.372e-002 0.2516 0.6507
852 27.44 6.e-002 2.372e-002 0.2512 0.6497
853 27.47 5.e-002 1.976e-002 0.2721 0.5865
854 27.5 6.e-002 2.372e-002 0.2506 0.6483
855 27.54 6.e-002 2.372e-002 0.2503 0.6474
856 27.57 7.e-002 2.767e-002 0.2322 0.7006
857 27.6 6.e-002 2.372e-002 0.2497 0.646
858 27.64 6.e-002 2.372e-002 0.2494 0.645
859 27.67 6.e-002 2.372e-002 0.2491 0.6443
860 27.7 5.e-002 1.976e-002 0.2698 0.5816
861 27.74 5.e-002 1.976e-002 0.2694 0.5808
John's River LF
1/28/2016
862 27.77 6.e-002 2.372e-002 0.2482 0.642
863 27.8 6.e-002 2.372e-002 0.2479 0.6413
864 27.84 7.e-002 2.767e-002 0.2299 0.6938
865 27.87 6.e-002 2.372e-002 0.2473 0.6397
866 27.9 5.e-002 1.976e-002 0.2679 0.5775
867 27.94 6.e-002 2.372e-002 0.2467 0.6381
868 27.97 7.e-002 2.767e-002 0.2288 0.6906
869 28.6.e-002 2.372e-002 0.2462 0.6367
870 28.04 5.e-002 1.976e-002 0.2666 0.5746
871 28.07 7.e-002 2.767e-002 0.228 0.6881
872 28.1 6.e-002 2.372e-002 0.2453 0.6345
Arithmetic Means:
Hydraulic Conductivity 0.3698 feet/day
Transmissivity 11.09 ft2/day
Geometric Means:
Hydraulic Conductivity 0.3548 feet/day
Transmissivity 10.64 ft2/day
Sensitivity Analysis:
Hydraulic Conductivity 0.3568 feet/day
Transmissivity 10.7 ft2/day
John's River LF
1/27/2016
Burke Co. JR Design Hydrogeo 2016
Site Name:John's River LF
Location:Phase 4
Test Date:1/12/2016
Client:Burke County
Project Number:277.1602.12
Well Label:PZ-42 Falling Head 1
Aquifer Thickness:30. feet
Screen Length:20. feet
Casing Radius:8.3e-002 feet
Effective Radius:0.25 feet
Gravel Pack Porosity:30. %
Corrected Casing Radius:0.1535 feet
Static Water Level:0. feet
Water Table to Screen Bottom:24. feet
Anisotropy Ratio:1.
Time Adjustment:28.2 Seconds
Test starts with trial 14
There are 820 time and drawdown measurements
Maximum head is 3.08 feet
Minimum head is 0. feet
Trial Time Adjusted Time Drawdown Head Head Ratio
(minutes)(minutes)(feet)(feet)
1 0.-0.47 -1.e-002 1.e-002 3.247e-003
2 3.e-002 -0.44 -1.e-002 1.e-002 3.247e-003
3 7.e-002 -0.4 0.0.0.
4 0.1 -0.37 -2.e-002 2.e-002 6.494e-003
5 0.13 -0.34 -1.e-002 1.e-002 3.247e-003
6 0.17 -0.3 -1.e-002 1.e-002 3.247e-003
7 0.2 -0.27 0.0.0.
8 0.23 -0.24 0.0.0.
9 0.27 -0.2 -1.e-002 1.e-002 3.247e-003
10 0.3 -0.17 0.0.0.
11 0.33 -0.14 0.0.0.
12 0.37 -1.e-001 0.0.0.
13 0.4 -7.e-002 -2.e-002 2.e-002 6.494e-003
14 0.43 -4.e-002 -2.52 2.52 0.8182
15 0.47 0.-3.08 3.08 1.
16 0.5 3.e-002 -2.99 2.99 0.9708
17 0.53 6.e-002 -3.01 3.01 0.9773
18 0.57 0.1 -2.68 2.68 0.8701
19 0.6 0.13 -2.73 2.73 0.8864
20 0.63 0.16 -2.73 2.73 0.8864
21 0.67 0.2 -2.71 2.71 0.8799
22 0.7 0.23 -2.69 2.69 0.8734
23 0.73 0.26 -2.68 2.68 0.8701
24 0.77 0.3 -2.67 2.67 0.8669
25 0.8 0.33 -2.67 2.67 0.8669
26 0.83 0.36 -2.63 2.63 0.8539
27 0.87 0.4 -2.65 2.65 0.8604
28 0.9 0.43 -2.62 2.62 0.8506
29 0.93 0.46 -2.62 2.62 0.8506
30 0.97 0.5 -2.59 2.59 0.8409
31 1.0.53 -2.59 2.59 0.8409
32 1.03 0.56 -2.58 2.58 0.8377
John's River LF
1/27/2016
33 1.07 0.6 -2.57 2.57 0.8344
34 1.1 0.63 -2.56 2.56 0.8312
35 1.13 0.66 -2.54 2.54 0.8247
36 1.17 0.7 -2.54 2.54 0.8247
37 1.2 0.73 -2.53 2.53 0.8214
38 1.23 0.76 -2.51 2.51 0.8149
39 1.27 0.8 -2.51 2.51 0.8149
40 1.3 0.83 -2.5 2.5 0.8117
41 1.33 0.86 -2.5 2.5 0.8117
42 1.37 0.9 -2.48 2.48 0.8052
43 1.4 0.93 -2.47 2.47 0.8019
44 1.43 0.96 -2.47 2.47 0.8019
45 1.47 1.-2.46 2.46 0.7987
46 1.5 1.03 -2.44 2.44 0.7922
47 1.53 1.06 -2.44 2.44 0.7922
48 1.57 1.1 -2.43 2.43 0.789
49 1.6 1.13 -2.41 2.41 0.7825
50 1.63 1.16 -2.4 2.4 0.7792
51 1.67 1.2 -2.41 2.41 0.7825
52 1.7 1.23 -2.39 2.39 0.776
53 1.73 1.26 -2.39 2.39 0.776
54 1.77 1.3 -2.38 2.38 0.7727
55 1.8 1.33 -2.37 2.37 0.7695
56 1.83 1.36 -2.36 2.36 0.7662
57 1.87 1.4 -2.34 2.34 0.7597
58 1.9 1.43 -2.35 2.35 0.763
59 1.93 1.46 -2.33 2.33 0.7565
60 1.97 1.5 -2.32 2.32 0.7532
61 2.1.53 -2.31 2.31 0.75
62 2.03 1.56 -2.31 2.31 0.75
63 2.07 1.6 -2.3 2.3 0.7468
64 2.1 1.63 -2.29 2.29 0.7435
65 2.13 1.66 -2.28 2.28 0.7403
66 2.17 1.7 -2.28 2.28 0.7403
67 2.2 1.73 -2.27 2.27 0.737
68 2.23 1.76 -2.27 2.27 0.737
69 2.27 1.8 -2.26 2.26 0.7338
70 2.3 1.83 -2.25 2.25 0.7305
71 2.33 1.86 -2.25 2.25 0.7305
72 2.37 1.9 -2.24 2.24 0.7273
73 2.4 1.93 -2.23 2.23 0.724
74 2.43 1.96 -2.22 2.22 0.7208
75 2.47 2.-2.22 2.22 0.7208
76 2.5 2.03 -2.2 2.2 0.7143
77 2.53 2.06 -2.2 2.2 0.7143
78 2.57 2.1 -2.19 2.19 0.711
79 2.6 2.13 -2.2 2.2 0.7143
80 2.63 2.16 -2.18 2.18 0.7078
81 2.67 2.2 -2.17 2.17 0.7045
82 2.7 2.23 -2.17 2.17 0.7045
83 2.73 2.26 -2.16 2.16 0.7013
84 2.77 2.3 -2.15 2.15 0.6981
85 2.8 2.33 -2.14 2.14 0.6948
86 2.83 2.36 -2.15 2.15 0.6981
87 2.87 2.4 -2.13 2.13 0.6916
88 2.9 2.43 -2.12 2.12 0.6883
89 2.93 2.46 -2.13 2.13 0.6916
John's River LF
1/27/2016
90 2.97 2.5 -2.11 2.11 0.6851
91 3.2.53 -2.1 2.1 0.6818
92 3.03 2.56 -2.1 2.1 0.6818
93 3.07 2.6 -2.1 2.1 0.6818
94 3.1 2.63 -2.1 2.1 0.6818
95 3.13 2.66 -2.08 2.08 0.6753
96 3.17 2.7 -2.09 2.09 0.6786
97 3.2 2.73 -2.08 2.08 0.6753
98 3.23 2.76 -2.07 2.07 0.6721
99 3.27 2.8 -2.06 2.06 0.6688
100 3.3 2.83 -2.05 2.05 0.6656
101 3.33 2.86 -2.05 2.05 0.6656
102 3.37 2.9 -2.04 2.04 0.6623
103 3.4 2.93 -2.04 2.04 0.6623
104 3.43 2.96 -2.03 2.03 0.6591
105 3.47 3.-2.03 2.03 0.6591
106 3.5 3.03 -2.03 2.03 0.6591
107 3.53 3.06 -2.01 2.01 0.6526
108 3.57 3.1 -2.01 2.01 0.6526
109 3.6 3.13 -2.2.0.6494
110 3.63 3.16 -1.99 1.99 0.6461
111 3.67 3.2 -1.99 1.99 0.6461
112 3.7 3.23 -1.99 1.99 0.6461
113 3.73 3.26 -1.97 1.97 0.6396
114 3.77 3.3 -1.97 1.97 0.6396
115 3.8 3.33 -1.95 1.95 0.6331
116 3.83 3.36 -1.95 1.95 0.6331
117 3.87 3.4 -1.95 1.95 0.6331
118 3.9 3.43 -1.95 1.95 0.6331
119 3.93 3.46 -1.95 1.95 0.6331
120 3.97 3.5 -1.93 1.93 0.6266
121 4.3.53 -1.93 1.93 0.6266
122 4.03 3.56 -1.92 1.92 0.6234
123 4.07 3.6 -1.93 1.93 0.6266
124 4.1 3.63 -1.91 1.91 0.6201
125 4.13 3.66 -1.91 1.91 0.6201
126 4.17 3.7 -1.91 1.91 0.6201
127 4.2 3.73 -1.91 1.91 0.6201
128 4.23 3.76 -1.89 1.89 0.6136
129 4.27 3.8 -1.88 1.88 0.6104
130 4.3 3.83 -1.89 1.89 0.6136
131 4.33 3.86 -1.88 1.88 0.6104
132 4.37 3.9 -1.88 1.88 0.6104
133 4.4 3.93 -1.86 1.86 0.6039
134 4.43 3.96 -1.86 1.86 0.6039
135 4.47 4.-1.86 1.86 0.6039
136 4.5 4.03 -1.85 1.85 0.6006
137 4.53 4.06 -1.83 1.83 0.5942
138 4.57 4.1 -1.84 1.84 0.5974
139 4.6 4.13 -1.84 1.84 0.5974
140 4.63 4.16 -1.83 1.83 0.5942
141 4.67 4.2 -1.82 1.82 0.5909
142 4.7 4.23 -1.83 1.83 0.5942
143 4.73 4.26 -1.81 1.81 0.5877
144 4.77 4.3 -1.81 1.81 0.5877
145 4.8 4.33 -1.81 1.81 0.5877
146 4.83 4.36 -1.8 1.8 0.5844
John's River LF
1/27/2016
147 4.87 4.4 -1.8 1.8 0.5844
148 4.9 4.43 -1.78 1.78 0.5779
149 4.93 4.46 -1.78 1.78 0.5779
150 4.97 4.5 -1.78 1.78 0.5779
151 5.4.53 -1.78 1.78 0.5779
152 5.03 4.56 -1.77 1.77 0.5747
153 5.07 4.6 -1.76 1.76 0.5714
154 5.1 4.63 -1.77 1.77 0.5747
155 5.13 4.66 -1.76 1.76 0.5714
156 5.17 4.7 -1.75 1.75 0.5682
157 5.2 4.73 -1.75 1.75 0.5682
158 5.23 4.76 -1.74 1.74 0.5649
159 5.27 4.8 -1.74 1.74 0.5649
160 5.3 4.83 -1.73 1.73 0.5617
161 5.33 4.86 -1.73 1.73 0.5617
162 5.37 4.9 -1.73 1.73 0.5617
163 5.4 4.93 -1.72 1.72 0.5584
164 5.43 4.96 -1.72 1.72 0.5584
165 5.47 5.-1.71 1.71 0.5552
166 5.5 5.03 -1.7 1.7 0.5519
167 5.53 5.06 -1.69 1.69 0.5487
168 5.57 5.1 -1.69 1.69 0.5487
169 5.6 5.13 -1.69 1.69 0.5487
170 5.63 5.16 -1.7 1.7 0.5519
171 5.67 5.2 -1.67 1.67 0.5422
172 5.7 5.23 -1.67 1.67 0.5422
173 5.73 5.26 -1.66 1.66 0.539
174 5.77 5.3 -1.67 1.67 0.5422
175 5.8 5.33 -1.67 1.67 0.5422
176 5.83 5.36 -1.66 1.66 0.539
177 5.87 5.4 -1.66 1.66 0.539
178 5.9 5.43 -1.65 1.65 0.5357
179 5.93 5.46 -1.64 1.64 0.5325
180 5.97 5.5 -1.63 1.63 0.5292
181 6.5.53 -1.63 1.63 0.5292
182 6.03 5.56 -1.65 1.65 0.5357
183 6.07 5.6 -1.64 1.64 0.5325
184 6.1 5.63 -1.63 1.63 0.5292
185 6.13 5.66 -1.63 1.63 0.5292
186 6.17 5.7 -1.63 1.63 0.5292
187 6.2 5.73 -1.61 1.61 0.5227
188 6.23 5.76 -1.61 1.61 0.5227
189 6.27 5.8 -1.6 1.6 0.5195
190 6.3 5.83 -1.6 1.6 0.5195
191 6.33 5.86 -1.59 1.59 0.5162
192 6.37 5.9 -1.59 1.59 0.5162
193 6.4 5.93 -1.59 1.59 0.5162
194 6.43 5.96 -1.57 1.57 0.5097
195 6.47 6.-1.58 1.58 0.513
196 6.5 6.03 -1.58 1.58 0.513
197 6.53 6.06 -1.55 1.55 0.5032
198 6.57 6.1 -1.56 1.56 0.5065
199 6.6 6.13 -1.56 1.56 0.5065
200 6.63 6.16 -1.56 1.56 0.5065
201 6.67 6.2 -1.55 1.55 0.5032
202 6.7 6.23 -1.55 1.55 0.5032
203 6.73 6.26 -1.55 1.55 0.5032
John's River LF
1/27/2016
204 6.77 6.3 -1.55 1.55 0.5032
205 6.8 6.33 -1.54 1.54 0.5
206 6.83 6.36 -1.54 1.54 0.5
207 6.87 6.4 -1.54 1.54 0.5
208 6.9 6.43 -1.53 1.53 0.4968
209 6.93 6.46 -1.53 1.53 0.4968
210 6.97 6.5 -1.51 1.51 0.4903
211 7.6.53 -1.51 1.51 0.4903
212 7.03 6.56 -1.51 1.51 0.4903
213 7.07 6.6 -1.5 1.5 0.487
214 7.1 6.63 -1.51 1.51 0.4903
215 7.13 6.66 -1.5 1.5 0.487
216 7.17 6.7 -1.5 1.5 0.487
217 7.2 6.73 -1.49 1.49 0.4838
218 7.23 6.76 -1.48 1.48 0.4805
219 7.27 6.8 -1.48 1.48 0.4805
220 7.3 6.83 -1.48 1.48 0.4805
221 7.33 6.86 -1.47 1.47 0.4773
222 7.37 6.9 -1.47 1.47 0.4773
223 7.4 6.93 -1.47 1.47 0.4773
224 7.43 6.96 -1.47 1.47 0.4773
225 7.47 7.-1.46 1.46 0.474
226 7.5 7.03 -1.45 1.45 0.4708
227 7.53 7.06 -1.46 1.46 0.474
228 7.57 7.1 -1.45 1.45 0.4708
229 7.6 7.13 -1.45 1.45 0.4708
230 7.63 7.16 -1.44 1.44 0.4675
231 7.67 7.2 -1.44 1.44 0.4675
232 7.7 7.23 -1.44 1.44 0.4675
233 7.73 7.26 -1.44 1.44 0.4675
234 7.77 7.3 -1.42 1.42 0.461
235 7.8 7.33 -1.43 1.43 0.4643
236 7.83 7.36 -1.42 1.42 0.461
237 7.87 7.4 -1.42 1.42 0.461
238 7.9 7.43 -1.41 1.41 0.4578
239 7.93 7.46 -1.41 1.41 0.4578
240 7.97 7.5 -1.42 1.42 0.461
241 8.7.53 -1.4 1.4 0.4545
242 8.03 7.56 -1.41 1.41 0.4578
243 8.07 7.6 -1.41 1.41 0.4578
244 8.1 7.63 -1.41 1.41 0.4578
245 8.13 7.66 -1.39 1.39 0.4513
246 8.17 7.7 -1.39 1.39 0.4513
247 8.2 7.73 -1.39 1.39 0.4513
248 8.23 7.76 -1.38 1.38 0.4481
249 8.27 7.8 -1.38 1.38 0.4481
250 8.3 7.83 -1.38 1.38 0.4481
251 8.33 7.86 -1.37 1.37 0.4448
252 8.37 7.9 -1.37 1.37 0.4448
253 8.4 7.93 -1.37 1.37 0.4448
254 8.43 7.96 -1.37 1.37 0.4448
255 8.47 8.-1.35 1.35 0.4383
256 8.5 8.03 -1.36 1.36 0.4416
257 8.53 8.06 -1.35 1.35 0.4383
258 8.57 8.1 -1.35 1.35 0.4383
259 8.6 8.13 -1.35 1.35 0.4383
260 8.63 8.16 -1.34 1.34 0.4351
John's River LF
1/27/2016
261 8.67 8.2 -1.34 1.34 0.4351
262 8.7 8.23 -1.35 1.35 0.4383
263 8.73 8.26 -1.34 1.34 0.4351
264 8.77 8.3 -1.33 1.33 0.4318
265 8.8 8.33 -1.34 1.34 0.4351
266 8.83 8.36 -1.33 1.33 0.4318
267 8.87 8.4 -1.33 1.33 0.4318
268 8.9 8.43 -1.32 1.32 0.4286
269 8.93 8.46 -1.32 1.32 0.4286
270 8.97 8.5 -1.32 1.32 0.4286
271 9.8.53 -1.31 1.31 0.4253
272 9.03 8.56 -1.3 1.3 0.4221
273 9.07 8.6 -1.3 1.3 0.4221
274 9.1 8.63 -1.3 1.3 0.4221
275 9.13 8.66 -1.3 1.3 0.4221
276 9.17 8.7 -1.31 1.31 0.4253
277 9.2 8.73 -1.29 1.29 0.4188
278 9.23 8.76 -1.29 1.29 0.4188
279 9.27 8.8 -1.29 1.29 0.4188
280 9.3 8.83 -1.29 1.29 0.4188
281 9.33 8.86 -1.28 1.28 0.4156
282 9.37 8.9 -1.28 1.28 0.4156
283 9.4 8.93 -1.27 1.27 0.4123
284 9.43 8.96 -1.27 1.27 0.4123
285 9.47 9.-1.27 1.27 0.4123
286 9.5 9.03 -1.27 1.27 0.4123
287 9.53 9.06 -1.26 1.26 0.4091
288 9.57 9.1 -1.26 1.26 0.4091
289 9.6 9.13 -1.25 1.25 0.4058
290 9.63 9.16 -1.26 1.26 0.4091
291 9.67 9.2 -1.25 1.25 0.4058
292 9.7 9.23 -1.24 1.24 0.4026
293 9.73 9.26 -1.25 1.25 0.4058
294 9.77 9.3 -1.25 1.25 0.4058
295 9.8 9.33 -1.24 1.24 0.4026
296 9.83 9.36 -1.23 1.23 0.3994
297 9.87 9.4 -1.23 1.23 0.3994
298 9.9 9.43 -1.23 1.23 0.3994
299 9.93 9.46 -1.23 1.23 0.3994
300 9.97 9.5 -1.23 1.23 0.3994
301 10.9.53 -1.23 1.23 0.3994
302 10.03 9.56 -1.23 1.23 0.3994
303 10.07 9.6 -1.22 1.22 0.3961
304 10.1 9.63 -1.22 1.22 0.3961
305 10.13 9.66 -1.22 1.22 0.3961
306 10.17 9.7 -1.2 1.2 0.3896
307 10.2 9.73 -1.21 1.21 0.3929
308 10.23 9.76 -1.21 1.21 0.3929
309 10.27 9.8 -1.21 1.21 0.3929
310 10.3 9.83 -1.2 1.2 0.3896
311 10.33 9.86 -1.2 1.2 0.3896
312 10.37 9.9 -1.19 1.19 0.3864
313 10.4 9.93 -1.2 1.2 0.3896
314 10.43 9.96 -1.19 1.19 0.3864
315 10.47 10.-1.18 1.18 0.3831
316 10.5 10.03 -1.18 1.18 0.3831
317 10.53 10.06 -1.18 1.18 0.3831
John's River LF
1/27/2016
318 10.57 10.1 -1.18 1.18 0.3831
319 10.6 10.13 -1.18 1.18 0.3831
320 10.63 10.16 -1.17 1.17 0.3799
321 10.67 10.2 -1.17 1.17 0.3799
322 10.7 10.23 -1.17 1.17 0.3799
323 10.73 10.26 -1.17 1.17 0.3799
324 10.77 10.3 -1.16 1.16 0.3766
325 10.8 10.33 -1.16 1.16 0.3766
326 10.83 10.36 -1.15 1.15 0.3734
327 10.87 10.4 -1.15 1.15 0.3734
328 10.9 10.43 -1.15 1.15 0.3734
329 10.93 10.46 -1.15 1.15 0.3734
330 10.97 10.5 -1.15 1.15 0.3734
331 11.10.53 -1.14 1.14 0.3701
332 11.03 10.56 -1.14 1.14 0.3701
333 11.07 10.6 -1.14 1.14 0.3701
334 11.1 10.63 -1.13 1.13 0.3669
335 11.13 10.66 -1.13 1.13 0.3669
336 11.17 10.7 -1.13 1.13 0.3669
337 11.2 10.73 -1.12 1.12 0.3636
338 11.23 10.76 -1.13 1.13 0.3669
339 11.27 10.8 -1.13 1.13 0.3669
340 11.3 10.83 -1.12 1.12 0.3636
341 11.33 10.86 -1.12 1.12 0.3636
342 11.37 10.9 -1.11 1.11 0.3604
343 11.4 10.93 -1.11 1.11 0.3604
344 11.43 10.96 -1.12 1.12 0.3636
345 11.47 11.-1.11 1.11 0.3604
346 11.5 11.03 -1.11 1.11 0.3604
347 11.53 11.06 -1.1 1.1 0.3571
348 11.57 11.1 -1.12 1.12 0.3636
349 11.6 11.13 -1.1 1.1 0.3571
350 11.63 11.16 -1.1 1.1 0.3571
351 11.67 11.2 -1.1 1.1 0.3571
352 11.7 11.23 -1.09 1.09 0.3539
353 11.73 11.26 -1.09 1.09 0.3539
354 11.77 11.3 -1.09 1.09 0.3539
355 11.8 11.33 -1.1 1.1 0.3571
356 11.83 11.36 -1.08 1.08 0.3506
357 11.87 11.4 -1.08 1.08 0.3506
358 11.9 11.43 -1.06 1.06 0.3442
359 11.93 11.46 -1.07 1.07 0.3474
360 11.97 11.5 -1.06 1.06 0.3442
361 12.11.53 -1.06 1.06 0.3442
362 12.03 11.56 -1.07 1.07 0.3474
363 12.07 11.6 -1.07 1.07 0.3474
364 12.1 11.63 -1.07 1.07 0.3474
365 12.13 11.66 -1.06 1.06 0.3442
366 12.17 11.7 -1.06 1.06 0.3442
367 12.2 11.73 -1.06 1.06 0.3442
368 12.23 11.76 -1.06 1.06 0.3442
369 12.27 11.8 -1.06 1.06 0.3442
370 12.3 11.83 -1.05 1.05 0.3409
371 12.33 11.86 -1.05 1.05 0.3409
372 12.37 11.9 -1.06 1.06 0.3442
373 12.4 11.93 -1.05 1.05 0.3409
374 12.43 11.96 -1.05 1.05 0.3409
John's River LF
1/27/2016
375 12.47 12.-1.03 1.03 0.3344
376 12.5 12.03 -1.04 1.04 0.3377
377 12.53 12.06 -1.03 1.03 0.3344
378 12.57 12.1 -1.03 1.03 0.3344
379 12.6 12.13 -1.04 1.04 0.3377
380 12.63 12.16 -1.02 1.02 0.3312
381 12.67 12.2 -1.03 1.03 0.3344
382 12.7 12.23 -1.02 1.02 0.3312
383 12.73 12.26 -1.03 1.03 0.3344
384 12.77 12.3 -1.02 1.02 0.3312
385 12.8 12.33 -1.01 1.01 0.3279
386 12.83 12.36 -1.01 1.01 0.3279
387 12.87 12.4 -1.01 1.01 0.3279
388 12.9 12.43 -1.01 1.01 0.3279
389 12.93 12.46 -1.02 1.02 0.3312
390 12.97 12.5 -1.1.0.3247
391 13.12.53 -1.01 1.01 0.3279
392 13.03 12.56 -1.1.0.3247
393 13.07 12.6 -1.1.0.3247
394 13.1 12.63 -1.1.0.3247
395 13.13 12.66 -1.1.0.3247
396 13.17 12.7 -1.1.0.3247
397 13.2 12.73 -1.1.0.3247
398 13.23 12.76 -0.98 0.98 0.3182
399 13.27 12.8 -0.98 0.98 0.3182
400 13.3 12.83 -0.99 0.99 0.3214
401 13.33 12.86 -0.99 0.99 0.3214
402 13.37 12.9 -0.97 0.97 0.3149
403 13.4 12.93 -0.97 0.97 0.3149
404 13.43 12.96 -0.97 0.97 0.3149
405 13.47 13.-0.97 0.97 0.3149
406 13.5 13.03 -0.97 0.97 0.3149
407 13.53 13.06 -0.98 0.98 0.3182
408 13.57 13.1 -0.97 0.97 0.3149
409 13.6 13.13 -0.97 0.97 0.3149
410 13.63 13.16 -0.97 0.97 0.3149
411 13.67 13.2 -0.97 0.97 0.3149
412 13.7 13.23 -0.96 0.96 0.3117
413 13.73 13.26 -0.96 0.96 0.3117
414 13.77 13.3 -0.96 0.96 0.3117
415 13.8 13.33 -0.95 0.95 0.3084
416 13.83 13.36 -0.96 0.96 0.3117
417 13.87 13.4 -0.95 0.95 0.3084
418 13.9 13.43 -0.94 0.94 0.3052
419 13.93 13.46 -0.95 0.95 0.3084
420 13.97 13.5 -0.95 0.95 0.3084
421 14.13.53 -0.94 0.94 0.3052
422 14.03 13.56 -0.94 0.94 0.3052
423 14.07 13.6 -0.94 0.94 0.3052
424 14.1 13.63 -0.94 0.94 0.3052
425 14.13 13.66 -0.94 0.94 0.3052
426 14.17 13.7 -0.93 0.93 0.3019
427 14.2 13.73 -0.93 0.93 0.3019
428 14.23 13.76 -0.93 0.93 0.3019
429 14.27 13.8 -0.93 0.93 0.3019
430 14.3 13.83 -0.92 0.92 0.2987
431 14.33 13.86 -0.92 0.92 0.2987
John's River LF
1/27/2016
432 14.37 13.9 -0.94 0.94 0.3052
433 14.4 13.93 -0.93 0.93 0.3019
434 14.43 13.96 -0.99 0.99 0.3214
435 14.47 14.-0.95 0.95 0.3084
436 14.5 14.03 -0.92 0.92 0.2987
437 14.53 14.06 -0.91 0.91 0.2955
438 14.57 14.1 -0.91 0.91 0.2955
439 14.6 14.13 -0.97 0.97 0.3149
440 14.63 14.16 -0.91 0.91 0.2955
441 14.67 14.2 -0.9 0.9 0.2922
442 14.7 14.23 -0.9 0.9 0.2922
443 14.73 14.26 -0.9 0.9 0.2922
444 14.77 14.3 -0.9 0.9 0.2922
445 14.8 14.33 -0.89 0.89 0.289
446 14.83 14.36 -0.89 0.89 0.289
447 14.87 14.4 -0.9 0.9 0.2922
448 14.9 14.43 -0.89 0.89 0.289
449 14.93 14.46 -0.9 0.9 0.2922
450 14.97 14.5 -0.88 0.88 0.2857
451 15.14.53 -0.88 0.88 0.2857
452 15.03 14.56 -0.88 0.88 0.2857
453 15.07 14.6 -0.88 0.88 0.2857
454 15.1 14.63 -0.89 0.89 0.289
455 15.13 14.66 -0.88 0.88 0.2857
456 15.17 14.7 -0.88 0.88 0.2857
457 15.2 14.73 -0.87 0.87 0.2825
458 15.23 14.76 -0.89 0.89 0.289
459 15.27 14.8 -0.88 0.88 0.2857
460 15.3 14.83 -0.88 0.88 0.2857
461 15.33 14.86 -0.88 0.88 0.2857
462 15.37 14.9 -0.87 0.87 0.2825
463 15.4 14.93 -0.87 0.87 0.2825
464 15.43 14.96 -0.88 0.88 0.2857
465 15.47 15.-0.87 0.87 0.2825
466 15.5 15.03 -0.86 0.86 0.2792
467 15.53 15.06 -0.86 0.86 0.2792
468 15.57 15.1 -0.87 0.87 0.2825
469 15.6 15.13 -0.84 0.84 0.2727
470 15.63 15.16 -0.85 0.85 0.276
471 15.67 15.2 -0.86 0.86 0.2792
472 15.7 15.23 -0.85 0.85 0.276
473 15.73 15.26 -0.9 0.9 0.2922
474 15.77 15.3 -0.87 0.87 0.2825
475 15.8 15.33 -0.87 0.87 0.2825
476 15.83 15.36 -0.87 0.87 0.2825
477 15.87 15.4 -0.87 0.87 0.2825
478 15.9 15.43 -0.86 0.86 0.2792
479 15.93 15.46 -0.86 0.86 0.2792
480 15.97 15.5 -0.86 0.86 0.2792
481 16.15.53 -0.85 0.85 0.276
482 16.03 15.56 -0.85 0.85 0.276
483 16.07 15.6 -0.85 0.85 0.276
484 16.1 15.63 -0.86 0.86 0.2792
485 16.13 15.66 -0.86 0.86 0.2792
486 16.17 15.7 -0.85 0.85 0.276
487 16.2 15.73 -0.85 0.85 0.276
488 16.23 15.76 -0.84 0.84 0.2727
John's River LF
1/27/2016
489 16.27 15.8 -0.85 0.85 0.276
490 16.3 15.83 -0.84 0.84 0.2727
491 16.33 15.86 -0.84 0.84 0.2727
492 16.37 15.9 -0.84 0.84 0.2727
493 16.4 15.93 -0.85 0.85 0.276
494 16.43 15.96 -0.83 0.83 0.2695
495 16.47 16.-0.83 0.83 0.2695
496 16.5 16.03 -0.83 0.83 0.2695
497 16.53 16.06 -0.83 0.83 0.2695
498 16.57 16.1 -0.83 0.83 0.2695
499 16.6 16.13 -0.82 0.82 0.2662
500 16.63 16.16 -0.82 0.82 0.2662
501 16.67 16.2 -0.81 0.81 0.263
502 16.7 16.23 -0.82 0.82 0.2662
503 16.73 16.26 -0.81 0.81 0.263
504 16.77 16.3 -0.81 0.81 0.263
505 16.8 16.33 -0.82 0.82 0.2662
506 16.83 16.36 -0.81 0.81 0.263
507 16.87 16.4 -0.81 0.81 0.263
508 16.9 16.43 -0.81 0.81 0.263
509 16.93 16.46 -0.81 0.81 0.263
510 16.97 16.5 -0.8 0.8 0.2597
511 17.16.53 -0.8 0.8 0.2597
512 17.03 16.56 -0.81 0.81 0.263
513 17.07 16.6 -0.8 0.8 0.2597
514 17.1 16.63 -0.8 0.8 0.2597
515 17.13 16.66 -0.8 0.8 0.2597
516 17.17 16.7 -0.79 0.79 0.2565
517 17.2 16.73 -0.79 0.79 0.2565
518 17.23 16.76 -0.79 0.79 0.2565
519 17.27 16.8 -0.79 0.79 0.2565
520 17.3 16.83 -0.79 0.79 0.2565
521 17.33 16.86 -0.8 0.8 0.2597
522 17.37 16.9 -0.79 0.79 0.2565
523 17.4 16.93 -0.79 0.79 0.2565
524 17.43 16.96 -0.78 0.78 0.2532
525 17.47 17.-0.78 0.78 0.2532
526 17.5 17.03 -0.78 0.78 0.2532
527 17.53 17.06 -0.78 0.78 0.2532
528 17.57 17.1 -0.77 0.77 0.25
529 17.6 17.13 -0.78 0.78 0.2532
530 17.63 17.16 -0.77 0.77 0.25
531 17.67 17.2 -0.77 0.77 0.25
532 17.7 17.23 -0.77 0.77 0.25
533 17.73 17.26 -0.77 0.77 0.25
534 17.77 17.3 -0.77 0.77 0.25
535 17.8 17.33 -0.77 0.77 0.25
536 17.83 17.36 -0.76 0.76 0.2468
537 17.87 17.4 -0.76 0.76 0.2468
538 17.9 17.43 -0.78 0.78 0.2532
539 17.93 17.46 -0.8 0.8 0.2597
540 17.97 17.5 -0.78 0.78 0.2532
541 18.17.53 -0.79 0.79 0.2565
542 18.03 17.56 -0.76 0.76 0.2468
543 18.07 17.6 -0.75 0.75 0.2435
544 18.1 17.63 -0.74 0.74 0.2403
545 18.13 17.66 -0.74 0.74 0.2403
John's River LF
1/27/2016
546 18.17 17.7 -0.74 0.74 0.2403
547 18.2 17.73 -0.75 0.75 0.2435
548 18.23 17.76 -0.74 0.74 0.2403
549 18.27 17.8 -0.73 0.73 0.237
550 18.3 17.83 -0.75 0.75 0.2435
551 18.33 17.86 -0.74 0.74 0.2403
552 18.37 17.9 -0.73 0.73 0.237
553 18.4 17.93 -0.73 0.73 0.237
554 18.43 17.96 -0.73 0.73 0.237
555 18.47 18.-0.73 0.73 0.237
556 18.5 18.03 -0.73 0.73 0.237
557 18.53 18.06 -0.73 0.73 0.237
558 18.57 18.1 -0.72 0.72 0.2338
559 18.6 18.13 -0.73 0.73 0.237
560 18.63 18.16 -0.72 0.72 0.2338
561 18.67 18.2 -0.73 0.73 0.237
562 18.7 18.23 -0.71 0.71 0.2305
563 18.73 18.26 -0.72 0.72 0.2338
564 18.77 18.3 -0.72 0.72 0.2338
565 18.8 18.33 -0.73 0.73 0.237
566 18.83 18.36 -0.71 0.71 0.2305
567 18.87 18.4 -0.73 0.73 0.237
568 18.9 18.43 -0.71 0.71 0.2305
569 18.93 18.46 -0.71 0.71 0.2305
570 18.97 18.5 -0.71 0.71 0.2305
571 19.18.53 -0.72 0.72 0.2338
572 19.03 18.56 -0.71 0.71 0.2305
573 19.07 18.6 -0.71 0.71 0.2305
574 19.1 18.63 -0.7 0.7 0.2273
575 19.13 18.66 -0.71 0.71 0.2305
576 19.17 18.7 -0.71 0.71 0.2305
577 19.2 18.73 -0.71 0.71 0.2305
578 19.23 18.76 -0.7 0.7 0.2273
579 19.27 18.8 -0.7 0.7 0.2273
580 19.3 18.83 -0.71 0.71 0.2305
581 19.33 18.86 -0.7 0.7 0.2273
582 19.37 18.9 -0.71 0.71 0.2305
583 19.4 18.93 -0.7 0.7 0.2273
584 19.43 18.96 -0.7 0.7 0.2273
585 19.47 19.-0.69 0.69 0.224
586 19.5 19.03 -0.69 0.69 0.224
587 19.53 19.06 -0.69 0.69 0.224
588 19.57 19.1 -0.69 0.69 0.224
589 19.6 19.13 -0.69 0.69 0.224
590 19.63 19.16 -0.69 0.69 0.224
591 19.67 19.2 -0.7 0.7 0.2273
592 19.7 19.23 -0.69 0.69 0.224
593 19.73 19.26 -0.68 0.68 0.2208
594 19.77 19.3 -0.69 0.69 0.224
595 19.8 19.33 -0.69 0.69 0.224
596 19.83 19.36 -0.68 0.68 0.2208
597 19.87 19.4 -0.68 0.68 0.2208
598 19.9 19.43 -0.69 0.69 0.224
599 19.93 19.46 -0.68 0.68 0.2208
600 19.97 19.5 -0.68 0.68 0.2208
601 20.19.53 -0.67 0.67 0.2175
602 20.03 19.56 -0.68 0.68 0.2208
John's River LF
1/27/2016
603 20.07 19.6 -0.68 0.68 0.2208
604 20.1 19.63 -0.68 0.68 0.2208
605 20.13 19.66 -0.68 0.68 0.2208
606 20.17 19.7 -0.67 0.67 0.2175
607 20.2 19.73 -0.67 0.67 0.2175
608 20.23 19.76 -0.67 0.67 0.2175
609 20.27 19.8 -0.67 0.67 0.2175
610 20.3 19.83 -0.66 0.66 0.2143
611 20.33 19.86 -0.66 0.66 0.2143
612 20.37 19.9 -0.66 0.66 0.2143
613 20.4 19.93 -0.67 0.67 0.2175
614 20.43 19.96 -0.66 0.66 0.2143
615 20.47 20.-0.67 0.67 0.2175
616 20.5 20.03 -0.67 0.67 0.2175
617 20.53 20.06 -0.67 0.67 0.2175
618 20.57 20.1 -0.66 0.66 0.2143
619 20.6 20.13 -0.66 0.66 0.2143
620 20.63 20.16 -0.66 0.66 0.2143
621 20.67 20.2 -0.65 0.65 0.211
622 20.7 20.23 -0.66 0.66 0.2143
623 20.73 20.26 -0.65 0.65 0.211
624 20.77 20.3 -0.65 0.65 0.211
625 20.8 20.33 -0.65 0.65 0.211
626 20.83 20.36 -0.65 0.65 0.211
627 20.87 20.4 -0.64 0.64 0.2078
628 20.9 20.43 -0.65 0.65 0.211
629 20.93 20.46 -0.66 0.66 0.2143
630 20.97 20.5 -0.65 0.65 0.211
631 21.20.53 -0.65 0.65 0.211
632 21.03 20.56 -0.65 0.65 0.211
633 21.07 20.6 -0.65 0.65 0.211
634 21.1 20.63 -0.65 0.65 0.211
635 21.13 20.66 -0.63 0.63 0.2045
636 21.17 20.7 -0.63 0.63 0.2045
637 21.2 20.73 -0.65 0.65 0.211
638 21.23 20.76 -0.64 0.64 0.2078
639 21.27 20.8 -0.66 0.66 0.2143
640 21.3 20.83 -0.64 0.64 0.2078
641 21.33 20.86 -0.65 0.65 0.211
642 21.37 20.9 -0.65 0.65 0.211
643 21.4 20.93 -0.63 0.63 0.2045
644 21.43 20.96 -0.63 0.63 0.2045
645 21.47 21.-0.64 0.64 0.2078
646 21.5 21.03 -0.64 0.64 0.2078
647 21.53 21.06 -0.64 0.64 0.2078
648 21.57 21.1 -0.63 0.63 0.2045
649 21.6 21.13 -0.64 0.64 0.2078
650 21.63 21.16 -0.63 0.63 0.2045
651 21.67 21.2 -0.63 0.63 0.2045
652 21.7 21.23 -0.63 0.63 0.2045
653 21.73 21.26 -0.63 0.63 0.2045
654 21.77 21.3 -0.63 0.63 0.2045
655 21.8 21.33 -0.63 0.63 0.2045
656 21.83 21.36 -0.63 0.63 0.2045
657 21.87 21.4 -0.63 0.63 0.2045
658 21.9 21.43 -0.63 0.63 0.2045
659 21.93 21.46 -0.64 0.64 0.2078
John's River LF
1/27/2016
660 21.97 21.5 -0.63 0.63 0.2045
661 22.21.53 -0.61 0.61 0.1981
662 22.03 21.56 -0.62 0.62 0.2013
663 22.07 21.6 -0.61 0.61 0.1981
664 22.1 21.63 -0.62 0.62 0.2013
665 22.13 21.66 -0.62 0.62 0.2013
666 22.17 21.7 -0.61 0.61 0.1981
667 22.2 21.73 -0.62 0.62 0.2013
668 22.23 21.76 -0.62 0.62 0.2013
669 22.27 21.8 -0.61 0.61 0.1981
670 22.3 21.83 -0.62 0.62 0.2013
671 22.33 21.86 -0.61 0.61 0.1981
672 22.37 21.9 -0.61 0.61 0.1981
673 22.4 21.93 -0.61 0.61 0.1981
674 22.43 21.96 -0.61 0.61 0.1981
675 22.47 22.-0.6 0.6 0.1948
676 22.5 22.03 -0.61 0.61 0.1981
677 22.53 22.06 -0.61 0.61 0.1981
678 22.57 22.1 -0.61 0.61 0.1981
679 22.6 22.13 -0.61 0.61 0.1981
680 22.63 22.16 -0.6 0.6 0.1948
681 22.67 22.2 -0.61 0.61 0.1981
682 22.7 22.23 -0.6 0.6 0.1948
683 22.73 22.26 -0.6 0.6 0.1948
684 22.77 22.3 -0.6 0.6 0.1948
685 22.8 22.33 -0.61 0.61 0.1981
686 22.83 22.36 -0.61 0.61 0.1981
687 22.87 22.4 -0.6 0.6 0.1948
688 22.9 22.43 -0.61 0.61 0.1981
689 22.93 22.46 -0.61 0.61 0.1981
690 22.97 22.5 -0.6 0.6 0.1948
691 23.22.53 -0.6 0.6 0.1948
692 23.03 22.56 -0.59 0.59 0.1916
693 23.07 22.6 -0.58 0.58 0.1883
694 23.1 22.63 -0.6 0.6 0.1948
695 23.13 22.66 -0.6 0.6 0.1948
696 23.17 22.7 -0.59 0.59 0.1916
697 23.2 22.73 -0.59 0.59 0.1916
698 23.23 22.76 -0.59 0.59 0.1916
699 23.27 22.8 -0.6 0.6 0.1948
700 23.3 22.83 -0.58 0.58 0.1883
701 23.33 22.86 -0.6 0.6 0.1948
702 23.37 22.9 -0.6 0.6 0.1948
703 23.4 22.93 -0.58 0.58 0.1883
704 23.43 22.96 -0.58 0.58 0.1883
705 23.47 23.-0.59 0.59 0.1916
706 23.5 23.03 -0.58 0.58 0.1883
707 23.53 23.06 -0.58 0.58 0.1883
708 23.57 23.1 -0.58 0.58 0.1883
709 23.6 23.13 -0.58 0.58 0.1883
710 23.63 23.16 -0.59 0.59 0.1916
711 23.67 23.2 -0.58 0.58 0.1883
712 23.7 23.23 -0.59 0.59 0.1916
713 23.73 23.26 -0.58 0.58 0.1883
714 23.77 23.3 -0.57 0.57 0.1851
715 23.8 23.33 -0.59 0.59 0.1916
716 23.83 23.36 -0.57 0.57 0.1851
John's River LF
1/27/2016
717 23.87 23.4 -0.57 0.57 0.1851
718 23.9 23.43 -0.58 0.58 0.1883
719 23.93 23.46 -0.58 0.58 0.1883
720 23.97 23.5 -0.58 0.58 0.1883
721 24.23.53 -0.57 0.57 0.1851
722 24.03 23.56 -0.58 0.58 0.1883
723 24.07 23.6 -0.57 0.57 0.1851
724 24.1 23.63 -0.57 0.57 0.1851
725 24.13 23.66 -0.58 0.58 0.1883
726 24.17 23.7 -0.57 0.57 0.1851
727 24.2 23.73 -0.58 0.58 0.1883
728 24.23 23.76 -0.56 0.56 0.1818
729 24.27 23.8 -0.56 0.56 0.1818
730 24.3 23.83 -0.57 0.57 0.1851
731 24.33 23.86 -0.56 0.56 0.1818
732 24.37 23.9 -0.57 0.57 0.1851
733 24.4 23.93 -0.56 0.56 0.1818
734 24.43 23.96 -0.57 0.57 0.1851
735 24.47 24.-0.57 0.57 0.1851
736 24.5 24.03 -0.55 0.55 0.1786
737 24.53 24.06 -0.57 0.57 0.1851
738 24.57 24.1 -0.57 0.57 0.1851
739 24.6 24.13 -0.56 0.56 0.1818
740 24.63 24.16 -0.56 0.56 0.1818
741 24.67 24.2 -0.55 0.55 0.1786
742 24.7 24.23 -0.55 0.55 0.1786
743 24.73 24.26 -0.55 0.55 0.1786
744 24.77 24.3 -0.56 0.56 0.1818
745 24.8 24.33 -0.56 0.56 0.1818
746 24.83 24.36 -0.56 0.56 0.1818
747 24.87 24.4 -0.55 0.55 0.1786
748 24.9 24.43 -0.56 0.56 0.1818
749 24.93 24.46 -0.55 0.55 0.1786
750 24.97 24.5 -0.56 0.56 0.1818
751 25.24.53 -0.55 0.55 0.1786
752 25.03 24.56 -0.55 0.55 0.1786
753 25.07 24.6 -0.54 0.54 0.1753
754 25.1 24.63 -0.55 0.55 0.1786
755 25.13 24.66 -0.55 0.55 0.1786
756 25.17 24.7 -0.55 0.55 0.1786
757 25.2 24.73 -0.55 0.55 0.1786
758 25.23 24.76 -0.55 0.55 0.1786
759 25.27 24.8 -0.54 0.54 0.1753
760 25.3 24.83 -0.55 0.55 0.1786
761 25.33 24.86 -0.54 0.54 0.1753
762 25.37 24.9 -0.55 0.55 0.1786
763 25.4 24.93 -0.54 0.54 0.1753
764 25.43 24.96 -0.54 0.54 0.1753
765 25.47 25.-0.55 0.55 0.1786
766 25.5 25.03 -0.55 0.55 0.1786
767 25.53 25.06 -0.54 0.54 0.1753
768 25.57 25.1 -0.54 0.54 0.1753
769 25.6 25.13 -0.54 0.54 0.1753
770 25.63 25.16 -0.54 0.54 0.1753
771 25.67 25.2 -0.53 0.53 0.1721
772 25.7 25.23 -0.54 0.54 0.1753
773 25.73 25.26 -0.54 0.54 0.1753
John's River LF
1/27/2016
774 25.77 25.3 -0.54 0.54 0.1753
775 25.8 25.33 -0.53 0.53 0.1721
776 25.83 25.36 -0.54 0.54 0.1753
777 25.87 25.4 -0.54 0.54 0.1753
778 25.9 25.43 -0.54 0.54 0.1753
779 25.93 25.46 -0.54 0.54 0.1753
780 25.97 25.5 -0.53 0.53 0.1721
781 26.25.53 -0.53 0.53 0.1721
782 26.03 25.56 -0.54 0.54 0.1753
783 26.07 25.6 -0.54 0.54 0.1753
784 26.1 25.63 -0.54 0.54 0.1753
785 26.13 25.66 -0.53 0.53 0.1721
786 26.17 25.7 -0.53 0.53 0.1721
787 26.2 25.73 -0.53 0.53 0.1721
788 26.23 25.76 -0.52 0.52 0.1688
789 26.27 25.8 -0.53 0.53 0.1721
790 26.3 25.83 -0.52 0.52 0.1688
791 26.33 25.86 -0.51 0.51 0.1656
792 26.37 25.9 -0.52 0.52 0.1688
793 26.4 25.93 -0.53 0.53 0.1721
794 26.43 25.96 -0.53 0.53 0.1721
795 26.47 26.-0.53 0.53 0.1721
796 26.5 26.03 -0.52 0.52 0.1688
797 26.53 26.06 -0.52 0.52 0.1688
798 26.57 26.1 -0.52 0.52 0.1688
799 26.6 26.13 -0.52 0.52 0.1688
800 26.63 26.16 -0.52 0.52 0.1688
801 26.67 26.2 -0.52 0.52 0.1688
802 26.7 26.23 -0.52 0.52 0.1688
803 26.73 26.26 -0.52 0.52 0.1688
804 26.77 26.3 -0.51 0.51 0.1656
805 26.8 26.33 -0.52 0.52 0.1688
806 26.83 26.36 -0.51 0.51 0.1656
807 26.87 26.4 -0.51 0.51 0.1656
808 26.9 26.43 -0.52 0.52 0.1688
809 26.93 26.46 -0.52 0.52 0.1688
810 26.97 26.5 -0.52 0.52 0.1688
811 27.26.53 -0.51 0.51 0.1656
812 27.03 26.56 -0.52 0.52 0.1688
813 27.07 26.6 -0.52 0.52 0.1688
814 27.1 26.63 -0.52 0.52 0.1688
815 27.13 26.66 -0.51 0.51 0.1656
816 27.17 26.7 -0.51 0.51 0.1656
817 27.2 26.73 -0.51 0.51 0.1656
818 27.23 26.76 -0.51 0.51 0.1656
819 27.27 26.8 -0.52 0.52 0.1688
820 27.3 26.83 -0.51 0.51 0.1656
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John's River LF
1/27/2016
Bouwer and Rice Automatic Parameter Estimation
Burke Co. JR Design Hydrogeo 2016
Site Name:John's River LF
Location:Phase 4
Test Date:1/12/2016
Client:Burke County
Project Number:277.1602.12
Well Label:PZ-42 Falling Head 1
Aquifer Thickness:30. feet
Screen Length:20. feet
Casing Radius:8.3e-002 feet
Effective Radius:0.25 feet
Gravel Pack Porosity:30. %
Corrected Casing Radius:0.1535 feet
Bouwer and Rice Parameter A 3.8
Bouwer and Rice Parameter B 0.72
Radius of Influence of Test 5.855 feet
Trial Adjusted Time Head Head Ratio Hyd. Con.Flow to Well
(minutes)(feet)(feet/day)(Cubic Feet/Day)
15 0.3.08 1.--
16 3.e-002 2.99 0.9708 2.645 315.2
17 6.e-002 3.01 0.9773 1.025 123.
18 0.1 2.68 0.8701 3.723 397.6
19 0.13 2.73 0.8864 2.483 270.1
20 0.16 2.73 0.8864 2.018 219.5
21 0.2 2.71 0.8799 1.712 184.9
22 0.23 2.69 0.8734 1.575 168.9
23 0.26 2.68 0.8701 1.432 152.9
24 0.3 2.67 0.8669 1.274 135.6
25 0.33 2.67 0.8669 1.158 123.3
26 0.36 2.63 0.8539 1.174 123.
27 0.4 2.65 0.8604 1.006 106.2
28 0.43 2.62 0.8506 1.007 105.1
29 0.46 2.62 0.8506 0.941 98.25
30 0.5 2.59 0.8409 0.9274 95.71
31 0.53 2.59 0.8409 0.8749 90.3
32 0.56 2.58 0.8377 0.8465 87.03
33 0.6 2.57 0.8344 0.8074 82.69
34 0.63 2.56 0.8312 0.7855 80.13
35 0.66 2.54 0.8247 0.7816 79.11
36 0.7 2.54 0.8247 0.737 74.59
37 0.73 2.53 0.8214 0.7211 72.7
38 0.76 2.51 0.8149 0.7206 72.07
39 0.8 2.51 0.8149 0.6846 68.47
40 0.83 2.5 0.8117 0.6727 67.01
41 0.86 2.5 0.8117 0.6492 64.68
42 0.9 2.48 0.8052 0.6443 63.67
43 0.93 2.47 0.8019 0.6351 62.51
44 0.96 2.47 0.8019 0.6153 60.56
45 1.2.46 0.7987 0.6015 58.96
46 1.03 2.44 0.7922 0.6052 58.84
47 1.06 2.44 0.7922 0.5881 57.18
48 1.1 2.43 0.789 0.5767 55.84
49 1.13 2.41 0.7825 0.5809 55.79
John's River LF
1/27/2016
50 1.16 2.4 0.7792 0.5755 55.04
51 1.2 2.41 0.7825 0.5471 52.54
52 1.23 2.39 0.776 0.5518 52.56
53 1.26 2.39 0.776 0.5387 51.3
54 1.3 2.38 0.7727 0.5308 50.34
55 1.33 2.37 0.7695 0.5273 49.79
56 1.36 2.36 0.7662 0.5239 49.27
57 1.4 2.34 0.7597 0.5252 48.98
58 1.43 2.35 0.763 0.5062 47.41
59 1.46 2.33 0.7565 0.5115 47.49
60 1.5 2.32 0.7532 0.5055 46.74
61 1.53 2.31 0.75 0.5032 46.32
62 1.56 2.31 0.75 0.4935 45.43
63 1.6 2.3 0.7468 0.4884 44.76
64 1.63 2.29 0.7435 0.4866 44.4
65 1.66 2.28 0.7403 0.4849 44.05
66 1.7 2.28 0.7403 0.4734 43.01
67 1.73 2.27 0.737 0.472 42.7
68 1.76 2.27 0.737 0.464 41.97
69 1.8 2.26 0.7338 0.4602 41.45
70 1.83 2.25 0.7305 0.4592 41.17
71 1.86 2.25 0.7305 0.4518 40.51
72 1.9 2.24 0.7273 0.4485 40.04
73 1.93 2.23 0.724 0.4478 39.79
74 1.96 2.22 0.7208 0.4471 39.55
75 2.2.22 0.7208 0.4381 38.76
76 2.03 2.2 0.7143 0.4436 38.89
77 2.06 2.2 0.7143 0.4371 38.32
78 2.1 2.19 0.711 0.4346 37.93
79 2.13 2.2 0.7143 0.4227 37.06
80 2.16 2.18 0.7078 0.4282 37.2
81 2.2 2.17 0.7045 0.426 36.84
82 2.23 2.17 0.7045 0.4203 36.34
83 2.26 2.16 0.7013 0.4202 36.16
84 2.3 2.15 0.6981 0.4182 35.83
85 2.33 2.14 0.6948 0.4182 35.66
86 2.36 2.15 0.6981 0.4076 34.92
87 2.4 2.13 0.6916 0.4112 34.9
88 2.43 2.12 0.6883 0.4113 34.75
89 2.46 2.13 0.6916 0.4012 34.05
90 2.5 2.11 0.6851 0.4049 34.04
91 2.53 2.1 0.6818 0.4051 33.9
92 2.56 2.1 0.6818 0.4004 33.5
93 2.6 2.1 0.6818 0.3942 32.99
94 2.63 2.1 0.6818 0.3897 32.61
95 2.66 2.08 0.6753 0.3949 32.73
96 2.7 2.09 0.6786 0.3843 32.01
97 2.73 2.08 0.6753 0.3848 31.9
98 2.76 2.07 0.6721 0.3853 31.78
99 2.8 2.06 0.6688 0.3844 31.56
100 2.83 2.05 0.6656 0.385 31.45
101 2.86 2.05 0.6656 0.3809 31.12
102 2.9 2.04 0.6623 0.3802 30.9
103 2.93 2.04 0.6623 0.3763 30.59
104 2.96 2.03 0.6591 0.3769 30.49
105 3.2.03 0.6591 0.3719 30.08
106 3.03 2.03 0.6591 0.3682 29.78
John's River LF
1/27/2016
107 3.06 2.01 0.6526 0.3733 29.9
108 3.1 2.01 0.6526 0.3684 29.51
109 3.13 2.0.6494 0.3692 29.42
110 3.16 1.99 0.6461 0.3699 29.33
111 3.2 1.99 0.6461 0.3653 28.97
112 3.23 1.99 0.6461 0.3619 28.7
113 3.26 1.97 0.6396 0.3669 28.8
114 3.3 1.97 0.6396 0.3624 28.45
115 3.33 1.95 0.6331 0.3673 28.54
116 3.36 1.95 0.6331 0.3641 28.29
117 3.4 1.95 0.6331 0.3598 27.96
118 3.43 1.95 0.6331 0.3566 27.71
119 3.46 1.95 0.6331 0.3535 27.47
120 3.5 1.93 0.6266 0.3574 27.49
121 3.53 1.93 0.6266 0.3543 27.25
122 3.56 1.92 0.6234 0.3553 27.18
123 3.6 1.93 0.6266 0.3475 26.72
124 3.63 1.91 0.6201 0.3523 26.81
125 3.66 1.91 0.6201 0.3494 26.59
126 3.7 1.91 0.6201 0.3456 26.3
127 3.73 1.91 0.6201 0.3428 26.09
128 3.76 1.89 0.6136 0.3476 26.18
129 3.8 1.88 0.6104 0.3477 26.04
130 3.83 1.89 0.6136 0.3412 25.7
131 3.86 1.88 0.6104 0.3423 25.64
132 3.9 1.88 0.6104 0.3387 25.38
133 3.93 1.86 0.6039 0.3434 25.45
134 3.96 1.86 0.6039 0.3408 25.26
135 4.1.86 0.6039 0.3374 25.01
136 4.03 1.85 0.6006 0.3385 24.95
137 4.06 1.83 0.5942 0.3432 25.02
138 4.1 1.84 0.5974 0.3363 24.65
139 4.13 1.84 0.5974 0.3338 24.48
140 4.16 1.83 0.5942 0.3349 24.42
141 4.2 1.82 0.5909 0.3352 24.31
142 4.23 1.83 0.5942 0.3294 24.02
143 4.26 1.81 0.5877 0.334 24.09
144 4.3 1.81 0.5877 0.3308 23.86
145 4.33 1.81 0.5877 0.3286 23.7
146 4.36 1.8 0.5844 0.3297 23.65
147 4.4 1.8 0.5844 0.3267 23.43
148 4.43 1.78 0.5779 0.3312 23.49
149 4.46 1.78 0.5779 0.329 23.34
150 4.5 1.78 0.5779 0.3261 23.13
151 4.53 1.78 0.5779 0.3239 22.98
152 4.56 1.77 0.5747 0.3251 22.93
153 4.6 1.76 0.5714 0.3256 22.83
154 4.63 1.77 0.5747 0.3202 22.58
155 4.66 1.76 0.5714 0.3214 22.54
156 4.7 1.75 0.5682 0.3219 22.45
157 4.73 1.75 0.5682 0.3198 22.3
158 4.76 1.74 0.5649 0.321 22.26
159 4.8 1.74 0.5649 0.3184 22.07
160 4.83 1.73 0.5617 0.3196 22.03
161 4.86 1.73 0.5617 0.3176 21.9
162 4.9 1.73 0.5617 0.315 21.72
163 4.93 1.72 0.5584 0.3163 21.68
John's River LF
1/27/2016
164 4.96 1.72 0.5584 0.3143 21.54
165 5.1.71 0.5552 0.3149 21.46
166 5.03 1.7 0.5519 0.3162 21.42
167 5.06 1.69 0.5487 0.3174 21.38
168 5.1 1.69 0.5487 0.3149 21.21
169 5.13 1.69 0.5487 0.3131 21.09
170 5.16 1.7 0.5519 0.3082 20.88
171 5.2 1.67 0.5422 0.315 20.96
172 5.23 1.67 0.5422 0.3132 20.84
173 5.26 1.66 0.539 0.3145 20.8
174 5.3 1.67 0.5422 0.3091 20.57
175 5.33 1.67 0.5422 0.3073 20.45
176 5.36 1.66 0.539 0.3086 20.41
177 5.4 1.66 0.539 0.3063 20.26
178 5.43 1.65 0.5357 0.3076 20.23
179 5.46 1.64 0.5325 0.3089 20.19
180 5.5 1.63 0.5292 0.3096 20.11
181 5.53 1.63 0.5292 0.3079 20.
182 5.56 1.65 0.5357 0.3004 19.75
183 5.6 1.64 0.5325 0.3012 19.68
184 5.63 1.63 0.5292 0.3025 19.65
185 5.66 1.63 0.5292 0.3009 19.54
186 5.7 1.63 0.5292 0.2988 19.41
187 5.73 1.61 0.5227 0.303 19.44
188 5.76 1.61 0.5227 0.3014 19.34
189 5.8 1.6 0.5195 0.3022 19.27
190 5.83 1.6 0.5195 0.3006 19.17
191 5.86 1.59 0.5162 0.302 19.13
192 5.9 1.59 0.5162 0.2999 19.
193 5.93 1.59 0.5162 0.2984 18.91
194 5.96 1.57 0.5097 0.3026 18.93
195 6.1.58 0.513 0.2977 18.74
196 6.03 1.58 0.513 0.2962 18.65
197 6.06 1.55 0.5032 0.3032 18.73
198 6.1 1.56 0.5065 0.2984 18.55
199 6.13 1.56 0.5065 0.297 18.46
200 6.16 1.56 0.5065 0.2955 18.37
201 6.2 1.55 0.5032 0.2964 18.31
202 6.23 1.55 0.5032 0.295 18.22
203 6.26 1.55 0.5032 0.2936 18.13
204 6.3 1.55 0.5032 0.2917 18.02
205 6.33 1.54 0.5 0.293 17.98
206 6.36 1.54 0.5 0.2917 17.9
207 6.4 1.54 0.5 0.2898 17.79
208 6.43 1.53 0.4968 0.2912 17.75
209 6.46 1.53 0.4968 0.2898 17.67
210 6.5 1.51 0.4903 0.2935 17.66
211 6.53 1.51 0.4903 0.2921 17.58
212 6.56 1.51 0.4903 0.2908 17.5
213 6.6 1.5 0.487 0.2917 17.44
214 6.63 1.51 0.4903 0.2877 17.31
215 6.66 1.5 0.487 0.2891 17.28
216 6.7 1.5 0.487 0.2874 17.18
217 6.73 1.49 0.4838 0.2887 17.14
218 6.76 1.48 0.4805 0.2901 17.11
219 6.8 1.48 0.4805 0.2884 17.01
220 6.83 1.48 0.4805 0.2872 16.94
John's River LF
1/27/2016
221 6.86 1.47 0.4773 0.2885 16.9
222 6.9 1.47 0.4773 0.2869 16.8
223 6.93 1.47 0.4773 0.2856 16.73
224 6.96 1.47 0.4773 0.2844 16.66
225 7.1.46 0.474 0.2854 16.6
226 7.03 1.45 0.4708 0.2868 16.57
227 7.06 1.46 0.474 0.283 16.46
228 7.1 1.45 0.4708 0.284 16.41
229 7.13 1.45 0.4708 0.2828 16.34
230 7.16 1.44 0.4675 0.2842 16.31
231 7.2 1.44 0.4675 0.2826 16.22
232 7.23 1.44 0.4675 0.2814 16.15
233 7.26 1.44 0.4675 0.2803 16.08
234 7.3 1.42 0.461 0.2838 16.06
235 7.33 1.43 0.4643 0.2801 15.96
236 7.36 1.42 0.461 0.2815 15.93
237 7.4 1.42 0.461 0.28 15.84
238 7.43 1.41 0.4578 0.2814 15.81
239 7.46 1.41 0.4578 0.2803 15.75
240 7.5 1.42 0.461 0.2763 15.63
241 7.53 1.4 0.4545 0.2802 15.63
242 7.56 1.41 0.4578 0.2766 15.54
243 7.6 1.41 0.4578 0.2751 15.46
244 7.63 1.41 0.4578 0.274 15.4
245 7.66 1.39 0.4513 0.278 15.4
246 7.7 1.39 0.4513 0.2765 15.32
247 7.73 1.39 0.4513 0.2754 15.26
248 7.76 1.38 0.4481 0.2769 15.23
249 7.8 1.38 0.4481 0.2755 15.15
250 7.83 1.38 0.4481 0.2744 15.09
251 7.86 1.37 0.4448 0.2758 15.06
252 7.9 1.37 0.4448 0.2744 14.98
253 7.93 1.37 0.4448 0.2734 14.92
254 7.96 1.37 0.4448 0.2724 14.87
255 8.1.35 0.4383 0.2759 14.84
256 8.03 1.36 0.4416 0.2724 14.76
257 8.06 1.35 0.4383 0.2739 14.73
258 8.1 1.35 0.4383 0.2725 14.66
259 8.13 1.35 0.4383 0.2715 14.61
260 8.16 1.34 0.4351 0.2729 14.57
261 8.2 1.34 0.4351 0.2716 14.5
262 8.23 1.35 0.4383 0.2682 14.43
263 8.26 1.34 0.4351 0.2696 14.4
264 8.3 1.33 0.4318 0.2708 14.35
265 8.33 1.34 0.4351 0.2674 14.28
266 8.36 1.33 0.4318 0.2688 14.25
267 8.4 1.33 0.4318 0.2675 14.18
268 8.43 1.32 0.4286 0.269 14.15
269 8.46 1.32 0.4286 0.268 14.1
270 8.5 1.32 0.4286 0.2668 14.03
271 8.53 1.31 0.4253 0.2682 14.
272 8.56 1.3 0.4221 0.2697 13.97
273 8.6 1.3 0.4221 0.2684 13.9
274 8.63 1.3 0.4221 0.2675 13.86
275 8.66 1.3 0.4221 0.2666 13.81
276 8.7 1.31 0.4253 0.263 13.73
277 8.73 1.29 0.4188 0.2668 13.71
John's River LF
1/27/2016
278 8.76 1.29 0.4188 0.2659 13.67
279 8.8 1.29 0.4188 0.2647 13.6
280 8.83 1.29 0.4188 0.2638 13.56
281 8.86 1.28 0.4156 0.2652 13.53
282 8.9 1.28 0.4156 0.264 13.47
283 8.93 1.27 0.4123 0.2655 13.44
284 8.96 1.27 0.4123 0.2646 13.39
285 9.1.27 0.4123 0.2634 13.33
286 9.03 1.27 0.4123 0.2625 13.29
287 9.06 1.26 0.4091 0.264 13.26
288 9.1 1.26 0.4091 0.2629 13.2
289 9.13 1.25 0.4058 0.2643 13.17
290 9.16 1.26 0.4091 0.2611 13.11
291 9.2 1.25 0.4058 0.2623 13.07
292 9.23 1.24 0.4026 0.2638 13.03
293 9.26 1.25 0.4058 0.2606 12.98
294 9.3 1.25 0.4058 0.2595 12.93
295 9.33 1.24 0.4026 0.261 12.89
296 9.36 1.23 0.3994 0.2624 12.86
297 9.4 1.23 0.3994 0.2613 12.81
298 9.43 1.23 0.3994 0.2605 12.77
299 9.46 1.23 0.3994 0.2597 12.73
300 9.5 1.23 0.3994 0.2586 12.67
301 9.53 1.23 0.3994 0.2578 12.63
302 9.56 1.23 0.3994 0.257 12.59
303 9.6 1.22 0.3961 0.2582 12.55
304 9.63 1.22 0.3961 0.2574 12.51
305 9.66 1.22 0.3961 0.2566 12.47
306 9.7 1.2 0.3896 0.2601 12.44
307 9.73 1.21 0.3929 0.257 12.39
308 9.76 1.21 0.3929 0.2562 12.35
309 9.8 1.21 0.3929 0.2551 12.3
310 9.83 1.2 0.3896 0.2566 12.27
311 9.86 1.2 0.3896 0.2558 12.23
312 9.9 1.19 0.3864 0.2571 12.19
313 9.93 1.2 0.3896 0.254 12.15
314 9.96 1.19 0.3864 0.2555 12.12
315 10.1.18 0.3831 0.2568 12.07
316 10.03 1.18 0.3831 0.256 12.04
317 10.06 1.18 0.3831 0.2552 12.
318 10.1 1.18 0.3831 0.2542 11.95
319 10.13 1.18 0.3831 0.2535 11.92
320 10.16 1.17 0.3799 0.255 11.89
321 10.2 1.17 0.3799 0.254 11.84
322 10.23 1.17 0.3799 0.2532 11.81
323 10.26 1.17 0.3799 0.2525 11.77
324 10.3 1.16 0.3766 0.2537 11.73
325 10.33 1.16 0.3766 0.253 11.69
326 10.36 1.15 0.3734 0.2545 11.66
327 10.4 1.15 0.3734 0.2535 11.62
328 10.43 1.15 0.3734 0.2528 11.58
329 10.46 1.15 0.3734 0.252 11.55
330 10.5 1.15 0.3734 0.2511 11.51
331 10.53 1.14 0.3701 0.2526 11.47
332 10.56 1.14 0.3701 0.2519 11.44
333 10.6 1.14 0.3701 0.2509 11.4
334 10.63 1.13 0.3669 0.2524 11.37
John's River LF
1/27/2016
335 10.66 1.13 0.3669 0.2517 11.33
336 10.7 1.13 0.3669 0.2508 11.29
337 10.73 1.12 0.3636 0.2523 11.26
338 10.76 1.13 0.3669 0.2494 11.23
339 10.8 1.13 0.3669 0.2485 11.19
340 10.83 1.12 0.3636 0.25 11.16
341 10.86 1.12 0.3636 0.2493 11.13
342 10.9 1.11 0.3604 0.2506 11.08
343 10.93 1.11 0.3604 0.2499 11.05
344 10.96 1.12 0.3636 0.247 11.02
345 11.1.11 0.3604 0.2483 10.98
346 11.03 1.11 0.3604 0.2476 10.95
347 11.06 1.1 0.3571 0.2491 10.92
348 11.1 1.12 0.3636 0.2439 10.88
349 11.13 1.1 0.3571 0.2476 10.85
350 11.16 1.1 0.3571 0.2469 10.82
351 11.2 1.1 0.3571 0.246 10.78
352 11.23 1.09 0.3539 0.2475 10.75
353 11.26 1.09 0.3539 0.2469 10.72
354 11.3 1.09 0.3539 0.246 10.68
355 11.33 1.1 0.3571 0.2432 10.66
356 11.36 1.08 0.3506 0.2469 10.62
357 11.4 1.08 0.3506 0.246 10.59
358 11.43 1.06 0.3442 0.2497 10.55
359 11.46 1.07 0.3474 0.2469 10.53
360 11.5 1.06 0.3442 0.2482 10.48
361 11.53 1.06 0.3442 0.2476 10.46
362 11.56 1.07 0.3474 0.2448 10.44
363 11.6 1.07 0.3474 0.2439 10.4
364 11.63 1.07 0.3474 0.2433 10.37
365 11.66 1.06 0.3442 0.2448 10.34
366 11.7 1.06 0.3442 0.244 10.31
367 11.73 1.06 0.3442 0.2434 10.28
368 11.76 1.06 0.3442 0.2427 10.25
369 11.8 1.06 0.3442 0.2419 10.22
370 11.83 1.05 0.3409 0.2434 10.19
371 11.86 1.05 0.3409 0.2428 10.16
372 11.9 1.06 0.3442 0.2399 10.13
373 11.93 1.05 0.3409 0.2414 10.1
374 11.96 1.05 0.3409 0.2408 10.07
375 12.1.03 0.3344 0.2443 10.03
376 12.03 1.04 0.3377 0.2415 10.01
377 12.06 1.03 0.3344 0.2431 9.976
378 12.1 1.03 0.3344 0.2423 9.943
379 12.13 1.04 0.3377 0.2395 9.927
380 12.16 1.02 0.3312 0.2432 9.885
381 12.2 1.03 0.3344 0.2403 9.862
382 12.23 1.02 0.3312 0.2418 9.829
383 12.26 1.03 0.3344 0.2391 9.813
384 12.3 1.02 0.3312 0.2404 9.773
385 12.33 1.01 0.3279 0.242 9.74
386 12.36 1.01 0.3279 0.2414 9.716
387 12.4 1.01 0.3279 0.2406 9.685
388 12.43 1.01 0.3279 0.2401 9.661
389 12.46 1.02 0.3312 0.2374 9.647
390 12.5 1.0.3247 0.2408 9.597
391 12.53 1.01 0.3279 0.2381 9.584
John's River LF
1/27/2016
392 12.56 1.0.3247 0.2397 9.551
393 12.6 1.0.3247 0.2389 9.521
394 12.63 1.0.3247 0.2384 9.498
395 12.66 1.0.3247 0.2378 9.476
396 12.7 1.0.3247 0.237 9.446
397 12.73 1.0.3247 0.2365 9.423
398 12.76 0.98 0.3182 0.2402 9.379
399 12.8 0.98 0.3182 0.2394 9.349
400 12.83 0.99 0.3214 0.2367 9.339
401 12.86 0.99 0.3214 0.2362 9.317
402 12.9 0.97 0.3149 0.2397 9.265
403 12.93 0.97 0.3149 0.2391 9.243
404 12.96 0.97 0.3149 0.2386 9.222
405 13.0.97 0.3149 0.2378 9.193
406 13.03 0.97 0.3149 0.2373 9.172
407 13.06 0.98 0.3182 0.2346 9.163
408 13.1 0.97 0.3149 0.236 9.123
409 13.13 0.97 0.3149 0.2355 9.102
410 13.16 0.97 0.3149 0.235 9.082
411 13.2 0.97 0.3149 0.2342 9.054
412 13.23 0.96 0.3117 0.2358 9.021
413 13.26 0.96 0.3117 0.2353 9.
414 13.3 0.96 0.3117 0.2346 8.973
415 13.33 0.95 0.3084 0.2361 8.939
416 13.36 0.96 0.3117 0.2335 8.933
417 13.4 0.95 0.3084 0.2349 8.892
418 13.43 0.94 0.3052 0.2365 8.858
419 13.46 0.95 0.3084 0.2339 8.853
420 13.5 0.95 0.3084 0.2332 8.827
421 13.53 0.94 0.3052 0.2347 8.793
422 13.56 0.94 0.3052 0.2342 8.773
423 13.6 0.94 0.3052 0.2335 8.747
424 13.63 0.94 0.3052 0.233 8.728
425 13.66 0.94 0.3052 0.2325 8.709
426 13.7 0.93 0.3019 0.2339 8.669
427 13.73 0.93 0.3019 0.2334 8.65
428 13.76 0.93 0.3019 0.2329 8.631
429 13.8 0.93 0.3019 0.2322 8.606
430 13.83 0.92 0.2987 0.2338 8.572
431 13.86 0.92 0.2987 0.2333 8.553
432 13.9 0.94 0.3052 0.2285 8.559
433 13.93 0.93 0.3019 0.2301 8.526
434 13.96 0.99 0.3214 0.2176 8.583
435 14.0.95 0.3084 0.2248 8.511
436 14.03 0.92 0.2987 0.2305 8.449
437 14.06 0.91 0.2955 0.2321 8.415
438 14.1 0.91 0.2955 0.2314 8.391
439 14.13 0.97 0.3149 0.2188 8.458
440 14.16 0.91 0.2955 0.2304 8.356
441 14.2 0.9 0.2922 0.2319 8.315
442 14.23 0.9 0.2922 0.2314 8.298
443 14.26 0.9 0.2922 0.2309 8.28
444 14.3 0.9 0.2922 0.2302 8.257
445 14.33 0.89 0.289 0.2318 8.222
446 14.36 0.89 0.289 0.2314 8.205
447 14.4 0.9 0.2922 0.2286 8.2
448 14.43 0.89 0.289 0.2302 8.165
John's River LF
1/27/2016
449 14.46 0.9 0.2922 0.2277 8.166
450 14.5 0.88 0.2857 0.2312 8.108
451 14.53 0.88 0.2857 0.2307 8.091
452 14.56 0.88 0.2857 0.2303 8.074
453 14.6 0.88 0.2857 0.2296 8.052
454 14.63 0.89 0.289 0.2271 8.054
455 14.66 0.88 0.2857 0.2287 8.019
456 14.7 0.88 0.2857 0.2281 7.997
457 14.73 0.87 0.2825 0.2297 7.962
458 14.76 0.89 0.289 0.2251 7.983
459 14.8 0.88 0.2857 0.2265 7.943
460 14.83 0.88 0.2857 0.2261 7.927
461 14.86 0.88 0.2857 0.2256 7.911
462 14.9 0.87 0.2825 0.2271 7.872
463 14.93 0.87 0.2825 0.2266 7.856
464 14.96 0.88 0.2857 0.2241 7.858
465 15.0.87 0.2825 0.2255 7.819
466 15.03 0.86 0.2792 0.2272 7.784
467 15.06 0.86 0.2792 0.2267 7.769
468 15.1 0.87 0.2825 0.224 7.767
469 15.13 0.84 0.2727 0.2298 7.692
470 15.16 0.85 0.276 0.2273 7.698
471 15.2 0.86 0.2792 0.2246 7.697
472 15.23 0.85 0.276 0.2262 7.662
473 15.26 0.9 0.2922 0.2158 7.738
474 15.3 0.87 0.2825 0.2211 7.666
475 15.33 0.87 0.2825 0.2207 7.651
476 15.36 0.87 0.2825 0.2203 7.636
477 15.4 0.87 0.2825 0.2197 7.616
478 15.43 0.86 0.2792 0.2213 7.583
479 15.46 0.86 0.2792 0.2208 7.568
480 15.5 0.86 0.2792 0.2203 7.548
481 15.53 0.85 0.276 0.2219 7.514
482 15.56 0.85 0.276 0.2214 7.5
483 15.6 0.85 0.276 0.2209 7.481
484 15.63 0.86 0.2792 0.2184 7.485
485 15.66 0.86 0.2792 0.218 7.471
486 15.7 0.85 0.276 0.2195 7.433
487 15.73 0.85 0.276 0.219 7.419
488 15.76 0.84 0.2727 0.2206 7.385
489 15.8 0.85 0.276 0.2181 7.386
490 15.83 0.84 0.2727 0.2196 7.352
491 15.86 0.84 0.2727 0.2192 7.338
492 15.9 0.84 0.2727 0.2187 7.32
493 15.93 0.85 0.276 0.2163 7.326
494 15.96 0.83 0.2695 0.2199 7.272
495 16.0.83 0.2695 0.2193 7.254
496 16.03 0.83 0.2695 0.2189 7.24
497 16.06 0.83 0.2695 0.2185 7.227
498 16.1 0.83 0.2695 0.218 7.209
499 16.13 0.82 0.2662 0.2196 7.174
500 16.16 0.82 0.2662 0.2192 7.161
501 16.2 0.81 0.263 0.2206 7.122
502 16.23 0.82 0.2662 0.2182 7.13
503 16.26 0.81 0.263 0.2198 7.095
504 16.3 0.81 0.263 0.2193 7.078
505 16.33 0.82 0.2662 0.2169 7.086
John's River LF
1/27/2016
506 16.36 0.81 0.263 0.2185 7.052
507 16.4 0.81 0.263 0.2179 7.035
508 16.43 0.81 0.263 0.2176 7.022
509 16.46 0.81 0.263 0.2172 7.009
510 16.5 0.8 0.2597 0.2186 6.97
511 16.53 0.8 0.2597 0.2182 6.957
512 16.56 0.81 0.263 0.2158 6.967
513 16.6 0.8 0.2597 0.2173 6.928
514 16.63 0.8 0.2597 0.2169 6.916
515 16.66 0.8 0.2597 0.2165 6.903
516 16.7 0.79 0.2565 0.218 6.864
517 16.73 0.79 0.2565 0.2176 6.852
518 16.76 0.79 0.2565 0.2173 6.839
519 16.8 0.79 0.2565 0.2167 6.823
520 16.83 0.79 0.2565 0.2164 6.811
521 16.86 0.8 0.2597 0.214 6.821
522 16.9 0.79 0.2565 0.2155 6.783
523 16.93 0.79 0.2565 0.2151 6.771
524 16.96 0.78 0.2532 0.2167 6.736
525 17.0.78 0.2532 0.2162 6.72
526 17.03 0.78 0.2532 0.2158 6.708
527 17.06 0.78 0.2532 0.2154 6.696
528 17.1 0.77 0.25 0.217 6.657
529 17.13 0.78 0.2532 0.2146 6.669
530 17.16 0.77 0.25 0.2162 6.634
531 17.2 0.77 0.25 0.2157 6.618
532 17.23 0.77 0.25 0.2153 6.607
533 17.26 0.77 0.25 0.2149 6.595
534 17.3 0.77 0.25 0.2144 6.58
535 17.33 0.77 0.25 0.2141 6.568
536 17.36 0.76 0.2468 0.2157 6.533
537 17.4 0.76 0.2468 0.2152 6.518
538 17.43 0.78 0.2532 0.2109 6.554
539 17.46 0.8 0.2597 0.2066 6.587
540 17.5 0.78 0.2532 0.21 6.528
541 17.53 0.79 0.2565 0.2077 6.539
542 17.56 0.76 0.2468 0.2133 6.459
543 17.6 0.75 0.2435 0.2148 6.419
544 17.63 0.74 0.2403 0.2165 6.383
545 17.66 0.74 0.2403 0.2161 6.372
546 17.7 0.74 0.2403 0.2156 6.358
547 17.73 0.75 0.2435 0.2132 6.372
548 17.76 0.74 0.2403 0.2149 6.336
549 17.8 0.73 0.237 0.2164 6.296
550 17.83 0.75 0.2435 0.212 6.336
551 17.86 0.74 0.2403 0.2137 6.301
552 17.9 0.73 0.237 0.2152 6.261
553 17.93 0.73 0.237 0.2149 6.25
554 17.96 0.73 0.237 0.2145 6.24
555 18.0.73 0.237 0.214 6.226
556 18.03 0.73 0.237 0.2137 6.216
557 18.06 0.73 0.237 0.2133 6.205
558 18.1 0.72 0.2338 0.2149 6.165
559 18.13 0.73 0.237 0.2125 6.181
560 18.16 0.72 0.2338 0.2142 6.145
561 18.2 0.73 0.237 0.2117 6.158
562 18.23 0.71 0.2305 0.2154 6.095
John's River LF
1/27/2016
563 18.26 0.72 0.2338 0.213 6.111
564 18.3 0.72 0.2338 0.2125 6.098
565 18.33 0.73 0.237 0.2102 6.114
566 18.36 0.71 0.2305 0.2139 6.051
567 18.4 0.73 0.237 0.2094 6.091
568 18.43 0.71 0.2305 0.2131 6.028
569 18.46 0.71 0.2305 0.2127 6.019
570 18.5 0.71 0.2305 0.2123 6.006
571 18.53 0.72 0.2338 0.2099 6.022
572 18.56 0.71 0.2305 0.2116 5.986
573 18.6 0.71 0.2305 0.2111 5.973
574 18.63 0.7 0.2273 0.2128 5.937
575 18.66 0.71 0.2305 0.2105 5.954
576 18.7 0.71 0.2305 0.21 5.941
577 18.73 0.71 0.2305 0.2097 5.932
578 18.76 0.7 0.2273 0.2114 5.895
579 18.8 0.7 0.2273 0.2109 5.883
580 18.83 0.71 0.2305 0.2086 5.9
581 18.86 0.7 0.2273 0.2102 5.864
582 18.9 0.71 0.2305 0.2078 5.878
583 18.93 0.7 0.2273 0.2095 5.842
584 18.96 0.7 0.2273 0.2091 5.833
585 19.0.69 0.224 0.2107 5.793
586 19.03 0.69 0.224 0.2104 5.784
587 19.06 0.69 0.224 0.21 5.775
588 19.1 0.69 0.224 0.2096 5.763
589 19.13 0.69 0.224 0.2093 5.754
590 19.16 0.69 0.224 0.2089 5.745
591 19.2 0.7 0.2273 0.2065 5.76
592 19.23 0.69 0.224 0.2082 5.724
593 19.26 0.68 0.2208 0.2099 5.687
594 19.3 0.69 0.224 0.2074 5.703
595 19.33 0.69 0.224 0.2071 5.695
596 19.36 0.68 0.2208 0.2088 5.658
597 19.4 0.68 0.2208 0.2084 5.646
598 19.43 0.69 0.224 0.206 5.665
599 19.46 0.68 0.2208 0.2077 5.629
600 19.5 0.68 0.2208 0.2073 5.617
601 19.53 0.67 0.2175 0.209 5.58
602 19.56 0.68 0.2208 0.2067 5.6
603 19.6 0.68 0.2208 0.2063 5.589
604 19.63 0.68 0.2208 0.2059 5.58
605 19.66 0.68 0.2208 0.2056 5.572
606 19.7 0.67 0.2175 0.2072 5.532
607 19.73 0.67 0.2175 0.2069 5.524
608 19.76 0.67 0.2175 0.2066 5.516
609 19.8 0.67 0.2175 0.2062 5.504
610 19.83 0.66 0.2143 0.2079 5.467
611 19.86 0.66 0.2143 0.2076 5.459
612 19.9 0.66 0.2143 0.2072 5.448
613 19.93 0.67 0.2175 0.2048 5.468
614 19.96 0.66 0.2143 0.2065 5.432
615 20.0.67 0.2175 0.2041 5.449
616 20.03 0.67 0.2175 0.2038 5.441
617 20.06 0.67 0.2175 0.2035 5.433
618 20.1 0.66 0.2143 0.2051 5.394
619 20.13 0.66 0.2143 0.2048 5.386
John's River LF
1/27/2016
620 20.16 0.66 0.2143 0.2045 5.378
621 20.2 0.65 0.211 0.2061 5.338
622 20.23 0.66 0.2143 0.2038 5.359
623 20.26 0.65 0.211 0.2055 5.323
624 20.3 0.65 0.211 0.2051 5.312
625 20.33 0.65 0.211 0.2048 5.304
626 20.36 0.65 0.211 0.2045 5.296
627 20.4 0.64 0.2078 0.2061 5.257
628 20.43 0.65 0.211 0.2038 5.278
629 20.46 0.66 0.2143 0.2015 5.299
630 20.5 0.65 0.211 0.2031 5.26
631 20.53 0.65 0.211 0.2028 5.253
632 20.56 0.65 0.211 0.2025 5.245
633 20.6 0.65 0.211 0.2021 5.235
634 20.63 0.65 0.211 0.2018 5.227
635 20.66 0.63 0.2045 0.2056 5.161
636 20.7 0.63 0.2045 0.2052 5.151
637 20.73 0.65 0.211 0.2008 5.202
638 20.76 0.64 0.2078 0.2025 5.165
639 20.8 0.66 0.2143 0.1982 5.212
640 20.83 0.64 0.2078 0.2019 5.148
641 20.86 0.65 0.211 0.1996 5.169
642 20.9 0.65 0.211 0.1992 5.16
643 20.93 0.63 0.2045 0.2029 5.094
644 20.96 0.63 0.2045 0.2026 5.087
645 21.0.64 0.2078 0.2002 5.106
646 21.03 0.64 0.2078 0.1999 5.099
647 21.06 0.64 0.2078 0.1997 5.092
648 21.1 0.63 0.2045 0.2013 5.053
649 21.13 0.64 0.2078 0.199 5.075
650 21.16 0.63 0.2045 0.2007 5.039
651 21.2 0.63 0.2045 0.2003 5.029
652 21.23 0.63 0.2045 0.2 5.022
653 21.26 0.63 0.2045 0.1998 5.015
654 21.3 0.63 0.2045 0.1994 5.005
655 21.33 0.63 0.2045 0.1991 4.998
656 21.36 0.63 0.2045 0.1988 4.991
657 21.4 0.63 0.2045 0.1985 4.982
658 21.43 0.63 0.2045 0.1982 4.975
659 21.46 0.64 0.2078 0.1959 4.997
660 21.5 0.63 0.2045 0.1975 4.959
661 21.53 0.61 0.1981 0.2013 4.892
662 21.56 0.62 0.2013 0.199 4.916
663 21.6 0.61 0.1981 0.2006 4.876
664 21.63 0.62 0.2013 0.1983 4.9
665 21.66 0.62 0.2013 0.198 4.893
666 21.7 0.61 0.1981 0.1997 4.854
667 21.73 0.62 0.2013 0.1974 4.877
668 21.76 0.62 0.2013 0.1971 4.87
669 21.8 0.61 0.1981 0.1988 4.832
670 21.83 0.62 0.2013 0.1965 4.855
671 21.86 0.61 0.1981 0.1982 4.818
672 21.9 0.61 0.1981 0.1979 4.81
673 21.93 0.61 0.1981 0.1976 4.803
674 21.96 0.61 0.1981 0.1973 4.796
675 22.0.6 0.1948 0.199 4.757
676 22.03 0.61 0.1981 0.1967 4.781
John's River LF
1/27/2016
677 22.06 0.61 0.1981 0.1964 4.775
678 22.1 0.61 0.1981 0.1961 4.766
679 22.13 0.61 0.1981 0.1958 4.76
680 22.16 0.6 0.1948 0.1975 4.723
681 22.2 0.61 0.1981 0.1952 4.745
682 22.23 0.6 0.1948 0.1969 4.708
683 22.26 0.6 0.1948 0.1967 4.702
684 22.3 0.6 0.1948 0.1963 4.693
685 22.33 0.61 0.1981 0.1941 4.717
686 22.36 0.61 0.1981 0.1938 4.711
687 22.4 0.6 0.1948 0.1954 4.672
688 22.43 0.61 0.1981 0.1932 4.696
689 22.46 0.61 0.1981 0.1929 4.69
690 22.5 0.6 0.1948 0.1946 4.652
691 22.53 0.6 0.1948 0.1943 4.645
692 22.56 0.59 0.1916 0.196 4.609
693 22.6 0.58 0.1883 0.1977 4.569
694 22.63 0.6 0.1948 0.1934 4.625
695 22.66 0.6 0.1948 0.1932 4.619
696 22.7 0.59 0.1916 0.1948 4.58
697 22.73 0.59 0.1916 0.1946 4.574
698 22.76 0.59 0.1916 0.1943 4.568
699 22.8 0.6 0.1948 0.192 4.59
700 22.83 0.58 0.1883 0.1957 4.523
701 22.86 0.6 0.1948 0.1915 4.578
702 22.9 0.6 0.1948 0.1912 4.57
703 22.93 0.58 0.1883 0.1949 4.504
704 22.96 0.58 0.1883 0.1946 4.498
705 23.0.59 0.1916 0.1923 4.521
706 23.03 0.58 0.1883 0.194 4.484
707 23.06 0.58 0.1883 0.1938 4.478
708 23.1 0.58 0.1883 0.1934 4.471
709 23.13 0.58 0.1883 0.1932 4.465
710 23.16 0.59 0.1916 0.191 4.489
711 23.2 0.58 0.1883 0.1926 4.451
712 23.23 0.59 0.1916 0.1904 4.476
713 23.26 0.58 0.1883 0.1921 4.44
714 23.3 0.57 0.1851 0.1938 4.401
715 23.33 0.59 0.1916 0.1896 4.457
716 23.36 0.57 0.1851 0.1933 4.39
717 23.4 0.57 0.1851 0.1929 4.382
718 23.43 0.58 0.1883 0.1907 4.408
719 23.46 0.58 0.1883 0.1905 4.402
720 23.5 0.58 0.1883 0.1901 4.394
721 23.53 0.57 0.1851 0.1919 4.358
722 23.56 0.58 0.1883 0.1897 4.383
723 23.6 0.57 0.1851 0.1913 4.345
724 23.63 0.57 0.1851 0.1911 4.34
725 23.66 0.58 0.1883 0.1889 4.365
726 23.7 0.57 0.1851 0.1905 4.327
727 23.73 0.58 0.1883 0.1883 4.352
728 23.76 0.56 0.1818 0.192 4.285
729 23.8 0.56 0.1818 0.1917 4.277
730 23.83 0.57 0.1851 0.1895 4.303
731 23.86 0.56 0.1818 0.1912 4.267
732 23.9 0.57 0.1851 0.1889 4.291
733 23.93 0.56 0.1818 0.1906 4.254
John's River LF
1/27/2016
734 23.96 0.57 0.1851 0.1884 4.28
735 24.0.57 0.1851 0.1881 4.273
736 24.03 0.55 0.1786 0.1919 4.205
737 24.06 0.57 0.1851 0.1876 4.262
738 24.1 0.57 0.1851 0.1873 4.255
739 24.13 0.56 0.1818 0.1891 4.219
740 24.16 0.56 0.1818 0.1888 4.214
741 24.2 0.55 0.1786 0.1905 4.175
742 24.23 0.55 0.1786 0.1903 4.17
743 24.26 0.55 0.1786 0.19 4.165
744 24.3 0.56 0.1818 0.1877 4.189
745 24.33 0.56 0.1818 0.1875 4.184
746 24.36 0.56 0.1818 0.1873 4.179
747 24.4 0.55 0.1786 0.1889 4.141
748 24.43 0.56 0.1818 0.1867 4.167
749 24.46 0.55 0.1786 0.1885 4.131
750 24.5 0.56 0.1818 0.1862 4.155
751 24.53 0.55 0.1786 0.1879 4.119
752 24.56 0.55 0.1786 0.1877 4.114
753 24.6 0.54 0.1753 0.1894 4.076
754 24.63 0.55 0.1786 0.1872 4.102
755 24.66 0.55 0.1786 0.187 4.097
756 24.7 0.55 0.1786 0.1867 4.091
757 24.73 0.55 0.1786 0.1864 4.086
758 24.76 0.55 0.1786 0.1862 4.081
759 24.8 0.54 0.1753 0.1879 4.043
760 24.83 0.55 0.1786 0.1857 4.069
761 24.86 0.54 0.1753 0.1874 4.033
762 24.9 0.55 0.1786 0.1852 4.058
763 24.93 0.54 0.1753 0.1869 4.022
764 24.96 0.54 0.1753 0.1867 4.017
765 25.0.55 0.1786 0.1844 4.042
766 25.03 0.55 0.1786 0.1842 4.037
767 25.06 0.54 0.1753 0.1859 4.001
768 25.1 0.54 0.1753 0.1856 3.994
769 25.13 0.54 0.1753 0.1854 3.99
770 25.16 0.54 0.1753 0.1852 3.985
771 25.2 0.53 0.1721 0.1869 3.947
772 25.23 0.54 0.1753 0.1847 3.974
773 25.26 0.54 0.1753 0.1845 3.969
774 25.3 0.54 0.1753 0.1842 3.963
775 25.33 0.53 0.1721 0.1859 3.927
776 25.36 0.54 0.1753 0.1837 3.954
777 25.4 0.54 0.1753 0.1834 3.947
778 25.43 0.54 0.1753 0.1832 3.943
779 25.46 0.54 0.1753 0.183 3.938
780 25.5 0.53 0.1721 0.1847 3.9
781 25.53 0.53 0.1721 0.1845 3.896
782 25.56 0.54 0.1753 0.1823 3.923
783 25.6 0.54 0.1753 0.182 3.916
784 25.63 0.54 0.1753 0.1818 3.912
785 25.66 0.53 0.1721 0.1835 3.876
786 25.7 0.53 0.1721 0.1832 3.87
787 25.73 0.53 0.1721 0.183 3.866
788 25.76 0.52 0.1688 0.1848 3.829
789 25.8 0.53 0.1721 0.1825 3.855
790 25.83 0.52 0.1688 0.1843 3.819
John's River LF
1/27/2016
791 25.86 0.51 0.1656 0.1861 3.782
792 25.9 0.52 0.1688 0.1838 3.809
793 25.93 0.53 0.1721 0.1816 3.836
794 25.96 0.53 0.1721 0.1814 3.831
795 26.0.53 0.1721 0.1811 3.825
796 26.03 0.52 0.1688 0.1829 3.79
797 26.06 0.52 0.1688 0.1827 3.785
798 26.1 0.52 0.1688 0.1824 3.779
799 26.13 0.52 0.1688 0.1822 3.775
800 26.16 0.52 0.1688 0.182 3.771
801 26.2 0.52 0.1688 0.1817 3.765
802 26.23 0.52 0.1688 0.1815 3.761
803 26.26 0.52 0.1688 0.1813 3.756
804 26.3 0.51 0.1656 0.183 3.719
805 26.33 0.52 0.1688 0.1808 3.746
806 26.36 0.51 0.1656 0.1826 3.71
807 26.4 0.51 0.1656 0.1823 3.705
808 26.43 0.52 0.1688 0.1801 3.732
809 26.46 0.52 0.1688 0.1799 3.728
810 26.5 0.52 0.1688 0.1796 3.722
811 26.53 0.51 0.1656 0.1814 3.686
812 26.56 0.52 0.1688 0.1792 3.714
813 26.6 0.52 0.1688 0.179 3.708
814 26.63 0.52 0.1688 0.1788 3.704
815 26.66 0.51 0.1656 0.1805 3.668
816 26.7 0.51 0.1656 0.1802 3.663
817 26.73 0.51 0.1656 0.18 3.659
818 26.76 0.51 0.1656 0.1798 3.655
819 26.8 0.52 0.1688 0.1776 3.681
820 26.83 0.51 0.1656 0.1794 3.645
Arithmetic Means:
Hydraulic Conductivity 0.2884 feet/day
Transmissivity 8.651 ft2/day
Geometric Means:
Hydraulic Conductivity 0.2592 feet/day
Transmissivity 7.776 ft2/day
Sensitivity Analysis:
Hydraulic Conductivity 0.24 feet/day
Transmissivity 7.201 ft2/day
John's River LF
1/28/2016
Burke Co. JR Design Hydrogeo 2016
Site Name:John's River LF
Location:Phase 4
Test Date:1/12/2016
Client:Burke County
Project Number:277.1602.12
Well Label:PZ-42 Rising Head 1
Aquifer Thickness:30. feet
Screen Length:20. feet
Casing Radius:8.3e-002 feet
Effective Radius:0.25 feet
Gravel Pack Porosity:30. %
Corrected Casing Radius:0.1535 feet
Static Water Level:0. feet
Water Table to Screen Bottom:24. feet
Anisotropy Ratio:1.
Time Adjustment:6. Seconds
Test starts with trial 0
There are 541 time and drawdown measurements
Maximum head is 2.38 feet
Minimum head is 0. feet
Trial Time Adjusted Time Drawdown Head Head Ratio
(minutes)(minutes)(feet)(feet)
1 0.-0.1 2.38 2.38 1.
2 3.33e-002 -6.67e-002 2.37 2.37 0.9958
3 6.67e-002 -3.33e-002 1.94 1.94 0.8151
4 0.1 0.1.61 1.61 0.6765
5 0.1333 3.33e-002 1.59 1.59 0.6681
6 0.1667 6.67e-002 1.58 1.58 0.6639
7 0.2 0.1 1.59 1.59 0.6681
8 0.2333 0.1333 1.58 1.58 0.6639
9 0.2667 0.1667 1.57 1.57 0.6597
10 0.3 0.2 1.57 1.57 0.6597
11 0.3333 0.2333 1.56 1.56 0.6555
12 0.3667 0.2667 1.56 1.56 0.6555
13 0.4 0.3 1.55 1.55 0.6513
14 0.4333 0.3333 1.55 1.55 0.6513
15 0.4667 0.3667 1.53 1.53 0.6429
16 0.5 0.4 1.54 1.54 0.6471
17 0.5333 0.4333 1.53 1.53 0.6429
18 0.5667 0.4667 1.52 1.52 0.6387
19 0.6 0.5 1.51 1.51 0.6345
20 0.6333 0.5333 1.5 1.5 0.6303
21 0.6667 0.5667 1.5 1.5 0.6303
22 0.7 0.6 1.49 1.49 0.6261
23 0.7333 0.6333 1.49 1.49 0.6261
24 0.7667 0.6667 1.48 1.48 0.6218
25 0.8 0.7 1.47 1.47 0.6176
26 0.8333 0.7333 1.46 1.46 0.6134
27 0.8667 0.7667 1.46 1.46 0.6134
28 0.9 0.8 1.45 1.45 0.6092
29 0.9333 0.8333 1.46 1.46 0.6134
30 0.9667 0.8667 1.45 1.45 0.6092
31 1.0.9 1.43 1.43 0.6008
32 1.033 0.933 1.44 1.44 0.605
John's River LF
1/28/2016
33 1.067 0.967 1.42 1.42 0.5966
34 1.1 1.1.42 1.42 0.5966
35 1.133 1.033 1.41 1.41 0.5924
36 1.167 1.067 1.42 1.42 0.5966
37 1.2 1.1 1.4 1.4 0.5882
38 1.233 1.133 1.39 1.39 0.584
39 1.267 1.167 1.38 1.38 0.5798
40 1.3 1.2 1.39 1.39 0.584
41 1.333 1.233 1.37 1.37 0.5756
42 1.367 1.267 1.37 1.37 0.5756
43 1.4 1.3 1.36 1.36 0.5714
44 1.433 1.333 1.36 1.36 0.5714
45 1.467 1.367 1.36 1.36 0.5714
46 1.5 1.4 1.35 1.35 0.5672
47 1.533 1.433 1.34 1.34 0.563
48 1.567 1.467 1.35 1.35 0.5672
49 1.6 1.5 1.34 1.34 0.563
50 1.633 1.533 1.34 1.34 0.563
51 1.667 1.567 1.33 1.33 0.5588
52 1.7 1.6 1.32 1.32 0.5546
53 1.733 1.633 1.31 1.31 0.5504
54 1.767 1.667 1.31 1.31 0.5504
55 1.8 1.7 1.3 1.3 0.5462
56 1.833 1.733 1.29 1.29 0.542
57 1.867 1.767 1.3 1.3 0.5462
58 1.9 1.8 1.29 1.29 0.542
59 1.933 1.833 1.29 1.29 0.542
60 1.967 1.867 1.28 1.28 0.5378
61 2.1.9 1.28 1.28 0.5378
62 2.033 1.933 1.27 1.27 0.5336
63 2.067 1.967 1.27 1.27 0.5336
64 2.1 2.1.26 1.26 0.5294
65 2.133 2.033 1.25 1.25 0.5252
66 2.167 2.067 1.25 1.25 0.5252
67 2.2 2.1 1.26 1.26 0.5294
68 2.233 2.133 1.24 1.24 0.521
69 2.267 2.167 1.23 1.23 0.5168
70 2.3 2.2 1.24 1.24 0.521
71 2.333 2.233 1.22 1.22 0.5126
72 2.367 2.267 1.22 1.22 0.5126
73 2.4 2.3 1.21 1.21 0.5084
74 2.433 2.333 1.22 1.22 0.5126
75 2.467 2.367 1.21 1.21 0.5084
76 2.5 2.4 1.2 1.2 0.5042
77 2.533 2.433 1.2 1.2 0.5042
78 2.567 2.467 1.19 1.19 0.5
79 2.6 2.5 1.2 1.2 0.5042
80 2.633 2.533 1.19 1.19 0.5
81 2.667 2.567 1.18 1.18 0.4958
82 2.7 2.6 1.18 1.18 0.4958
83 2.733 2.633 1.17 1.17 0.4916
84 2.767 2.667 1.16 1.16 0.4874
85 2.8 2.7 1.16 1.16 0.4874
86 2.833 2.733 1.16 1.16 0.4874
87 2.867 2.767 1.15 1.15 0.4832
88 2.9 2.8 1.14 1.14 0.479
89 2.933 2.833 1.14 1.14 0.479
John's River LF
1/28/2016
90 2.967 2.867 1.14 1.14 0.479
91 3.2.9 1.13 1.13 0.4748
92 3.033 2.933 1.13 1.13 0.4748
93 3.067 2.967 1.12 1.12 0.4706
94 3.1 3.1.12 1.12 0.4706
95 3.133 3.033 1.11 1.11 0.4664
96 3.167 3.067 1.11 1.11 0.4664
97 3.2 3.1 1.11 1.11 0.4664
98 3.233 3.133 1.09 1.09 0.458
99 3.267 3.167 1.1 1.1 0.4622
100 3.3 3.2 1.1 1.1 0.4622
101 3.333 3.233 1.09 1.09 0.458
102 3.367 3.267 1.09 1.09 0.458
103 3.4 3.3 1.09 1.09 0.458
104 3.433 3.333 1.07 1.07 0.4496
105 3.467 3.367 1.08 1.08 0.4538
106 3.5 3.4 1.06 1.06 0.4454
107 3.533 3.433 1.07 1.07 0.4496
108 3.567 3.467 1.06 1.06 0.4454
109 3.6 3.5 1.06 1.06 0.4454
110 3.633 3.533 1.04 1.04 0.437
111 3.667 3.567 1.05 1.05 0.4412
112 3.7 3.6 1.04 1.04 0.437
113 3.733 3.633 1.03 1.03 0.4328
114 3.767 3.667 1.04 1.04 0.437
115 3.8 3.7 1.03 1.03 0.4328
116 3.833 3.733 1.03 1.03 0.4328
117 3.867 3.767 1.02 1.02 0.4286
118 3.9 3.8 1.01 1.01 0.4244
119 3.933 3.833 1.02 1.02 0.4286
120 3.967 3.867 1.1.0.4202
121 4.3.9 1.1.0.4202
122 4.033 3.933 1.1.0.4202
123 4.067 3.967 0.99 0.99 0.416
124 4.1 4.0.99 0.99 0.416
125 4.133 4.033 0.99 0.99 0.416
126 4.167 4.067 0.98 0.98 0.4118
127 4.2 4.1 0.97 0.97 0.4076
128 4.233 4.133 0.97 0.97 0.4076
129 4.267 4.167 0.98 0.98 0.4118
130 4.3 4.2 0.97 0.97 0.4076
131 4.333 4.233 0.97 0.97 0.4076
132 4.367 4.267 0.96 0.96 0.4034
133 4.4 4.3 0.96 0.96 0.4034
134 4.433 4.333 0.96 0.96 0.4034
135 4.467 4.367 0.96 0.96 0.4034
136 4.5 4.4 0.94 0.94 0.395
137 4.533 4.433 0.95 0.95 0.3992
138 4.567 4.467 0.95 0.95 0.3992
139 4.6 4.5 0.94 0.94 0.395
140 4.633 4.533 0.94 0.94 0.395
141 4.667 4.567 0.93 0.93 0.3908
142 4.7 4.6 0.91 0.91 0.3824
143 4.733 4.633 0.93 0.93 0.3908
144 4.767 4.667 0.91 0.91 0.3824
145 4.8 4.7 0.91 0.91 0.3824
146 4.833 4.733 0.92 0.92 0.3866
John's River LF
1/28/2016
147 4.867 4.767 0.9 0.9 0.3782
148 4.9 4.8 0.89 0.89 0.3739
149 4.933 4.833 0.9 0.9 0.3782
150 4.967 4.867 0.9 0.9 0.3782
151 5.4.9 0.9 0.9 0.3782
152 5.033 4.933 0.88 0.88 0.3697
153 5.067 4.967 0.88 0.88 0.3697
154 5.1 5.0.88 0.88 0.3697
155 5.133 5.033 0.88 0.88 0.3697
156 5.167 5.067 0.88 0.88 0.3697
157 5.2 5.1 0.87 0.87 0.3655
158 5.233 5.133 0.87 0.87 0.3655
159 5.267 5.167 0.85 0.85 0.3571
160 5.3 5.2 0.87 0.87 0.3655
161 5.333 5.233 0.86 0.86 0.3613
162 5.367 5.267 0.86 0.86 0.3613
163 5.4 5.3 0.85 0.85 0.3571
164 5.433 5.333 0.85 0.85 0.3571
165 5.467 5.367 0.84 0.84 0.3529
166 5.5 5.4 0.85 0.85 0.3571
167 5.533 5.433 0.84 0.84 0.3529
168 5.567 5.467 0.84 0.84 0.3529
169 5.6 5.5 0.83 0.83 0.3487
170 5.633 5.533 0.82 0.82 0.3445
171 5.667 5.567 0.83 0.83 0.3487
172 5.7 5.6 0.83 0.83 0.3487
173 5.733 5.633 0.82 0.82 0.3445
174 5.767 5.667 0.81 0.81 0.3403
175 5.8 5.7 0.81 0.81 0.3403
176 5.833 5.733 0.81 0.81 0.3403
177 5.867 5.767 0.79 0.79 0.3319
178 5.9 5.8 0.8 0.8 0.3361
179 5.933 5.833 0.8 0.8 0.3361
180 5.967 5.867 0.79 0.79 0.3319
181 6.5.9 0.79 0.79 0.3319
182 6.033 5.933 0.79 0.79 0.3319
183 6.067 5.967 0.78 0.78 0.3277
184 6.1 6.0.78 0.78 0.3277
185 6.133 6.033 0.79 0.79 0.3319
186 6.167 6.067 0.77 0.77 0.3235
187 6.2 6.1 0.77 0.77 0.3235
188 6.233 6.133 0.77 0.77 0.3235
189 6.267 6.167 0.77 0.77 0.3235
190 6.3 6.2 0.76 0.76 0.3193
191 6.333 6.233 0.77 0.77 0.3235
192 6.367 6.267 0.76 0.76 0.3193
193 6.4 6.3 0.76 0.76 0.3193
194 6.433 6.333 0.75 0.75 0.3151
195 6.467 6.367 0.75 0.75 0.3151
196 6.5 6.4 0.74 0.74 0.3109
197 6.533 6.433 0.74 0.74 0.3109
198 6.567 6.467 0.74 0.74 0.3109
199 6.6 6.5 0.73 0.73 0.3067
200 6.633 6.533 0.73 0.73 0.3067
201 6.667 6.567 0.73 0.73 0.3067
202 6.7 6.6 0.73 0.73 0.3067
203 6.733 6.633 0.73 0.73 0.3067
John's River LF
1/28/2016
204 6.767 6.667 0.72 0.72 0.3025
205 6.8 6.7 0.72 0.72 0.3025
206 6.833 6.733 0.72 0.72 0.3025
207 6.867 6.767 0.72 0.72 0.3025
208 6.9 6.8 0.71 0.71 0.2983
209 6.933 6.833 0.71 0.71 0.2983
210 6.967 6.867 0.71 0.71 0.2983
211 7.6.9 0.71 0.71 0.2983
212 7.033 6.933 0.71 0.71 0.2983
213 7.067 6.967 0.7 0.7 0.2941
214 7.1 7.0.7 0.7 0.2941
215 7.133 7.033 0.69 0.69 0.2899
216 7.167 7.067 0.69 0.69 0.2899
217 7.2 7.1 0.69 0.69 0.2899
218 7.233 7.133 0.69 0.69 0.2899
219 7.267 7.167 0.68 0.68 0.2857
220 7.3 7.2 0.68 0.68 0.2857
221 7.333 7.233 0.68 0.68 0.2857
222 7.367 7.267 0.67 0.67 0.2815
223 7.4 7.3 0.67 0.67 0.2815
224 7.433 7.333 0.68 0.68 0.2857
225 7.467 7.367 0.67 0.67 0.2815
226 7.5 7.4 0.66 0.66 0.2773
227 7.533 7.433 0.66 0.66 0.2773
228 7.567 7.467 0.66 0.66 0.2773
229 7.6 7.5 0.66 0.66 0.2773
230 7.633 7.533 0.66 0.66 0.2773
231 7.667 7.567 0.65 0.65 0.2731
232 7.7 7.6 0.65 0.65 0.2731
233 7.733 7.633 0.64 0.64 0.2689
234 7.767 7.667 0.64 0.64 0.2689
235 7.8 7.7 0.63 0.63 0.2647
236 7.833 7.733 0.65 0.65 0.2731
237 7.867 7.767 0.63 0.63 0.2647
238 7.9 7.8 0.63 0.63 0.2647
239 7.933 7.833 0.63 0.63 0.2647
240 7.967 7.867 0.62 0.62 0.2605
241 8.7.9 0.63 0.63 0.2647
242 8.033 7.933 0.62 0.62 0.2605
243 8.067 7.967 0.62 0.62 0.2605
244 8.1 8.0.62 0.62 0.2605
245 8.133 8.033 0.61 0.61 0.2563
246 8.167 8.067 0.61 0.61 0.2563
247 8.2 8.1 0.6 0.6 0.2521
248 8.233 8.133 0.6 0.6 0.2521
249 8.267 8.167 0.61 0.61 0.2563
250 8.3 8.2 0.6 0.6 0.2521
251 8.333 8.233 0.59 0.59 0.2479
252 8.367 8.267 0.59 0.59 0.2479
253 8.4 8.3 0.59 0.59 0.2479
254 8.433 8.333 0.59 0.59 0.2479
255 8.467 8.367 0.59 0.59 0.2479
256 8.5 8.4 0.59 0.59 0.2479
257 8.533 8.433 0.59 0.59 0.2479
258 8.567 8.467 0.57 0.57 0.2395
259 8.6 8.5 0.57 0.57 0.2395
260 8.633 8.533 0.58 0.58 0.2437
John's River LF
1/28/2016
261 8.667 8.567 0.58 0.58 0.2437
262 8.7 8.6 0.57 0.57 0.2395
263 8.733 8.633 0.57 0.57 0.2395
264 8.767 8.667 0.56 0.56 0.2353
265 8.8 8.7 0.58 0.58 0.2437
266 8.833 8.733 0.57 0.57 0.2395
267 8.867 8.767 0.56 0.56 0.2353
268 8.9 8.8 0.55 0.55 0.2311
269 8.933 8.833 0.56 0.56 0.2353
270 8.967 8.867 0.55 0.55 0.2311
271 9.8.9 0.55 0.55 0.2311
272 9.033 8.933 0.55 0.55 0.2311
273 9.067 8.967 0.54 0.54 0.2269
274 9.1 9.0.55 0.55 0.2311
275 9.133 9.033 0.54 0.54 0.2269
276 9.167 9.067 0.54 0.54 0.2269
277 9.2 9.1 0.54 0.54 0.2269
278 9.233 9.133 0.53 0.53 0.2227
279 9.267 9.167 0.54 0.54 0.2269
280 9.3 9.2 0.53 0.53 0.2227
281 9.333 9.233 0.52 0.52 0.2185
282 9.367 9.267 0.52 0.52 0.2185
283 9.4 9.3 0.5 0.5 0.2101
284 9.433 9.333 0.53 0.53 0.2227
285 9.467 9.367 0.51 0.51 0.2143
286 9.5 9.4 0.52 0.52 0.2185
287 9.533 9.433 0.52 0.52 0.2185
288 9.567 9.467 0.5 0.5 0.2101
289 9.6 9.5 0.51 0.51 0.2143
290 9.633 9.533 0.51 0.51 0.2143
291 9.667 9.567 0.51 0.51 0.2143
292 9.7 9.6 0.51 0.51 0.2143
293 9.733 9.633 0.51 0.51 0.2143
294 9.767 9.667 0.49 0.49 0.2059
295 9.8 9.7 0.5 0.5 0.2101
296 9.833 9.733 0.5 0.5 0.2101
297 9.867 9.767 0.49 0.49 0.2059
298 9.9 9.8 0.49 0.49 0.2059
299 9.933 9.833 0.49 0.49 0.2059
300 9.967 9.867 0.48 0.48 0.2017
301 10.9.9 0.49 0.49 0.2059
302 10.03 9.93 0.48 0.48 0.2017
303 10.07 9.97 0.48 0.48 0.2017
304 10.1 10.0.48 0.48 0.2017
305 10.13 10.03 0.48 0.48 0.2017
306 10.17 10.07 0.47 0.47 0.1975
307 10.2 10.1 0.47 0.47 0.1975
308 10.23 10.13 0.47 0.47 0.1975
309 10.27 10.17 0.47 0.47 0.1975
310 10.3 10.2 0.47 0.47 0.1975
311 10.33 10.23 0.47 0.47 0.1975
312 10.37 10.27 0.46 0.46 0.1933
313 10.4 10.3 0.46 0.46 0.1933
314 10.43 10.33 0.46 0.46 0.1933
315 10.47 10.37 0.46 0.46 0.1933
316 10.5 10.4 0.45 0.45 0.1891
317 10.53 10.43 0.45 0.45 0.1891
John's River LF
1/28/2016
318 10.57 10.47 0.45 0.45 0.1891
319 10.6 10.5 0.45 0.45 0.1891
320 10.63 10.53 0.44 0.44 0.1849
321 10.67 10.57 0.44 0.44 0.1849
322 10.7 10.6 0.45 0.45 0.1891
323 10.73 10.63 0.44 0.44 0.1849
324 10.77 10.67 0.44 0.44 0.1849
325 10.8 10.7 0.43 0.43 0.1807
326 10.83 10.73 0.43 0.43 0.1807
327 10.87 10.77 0.43 0.43 0.1807
328 10.9 10.8 0.43 0.43 0.1807
329 10.93 10.83 0.43 0.43 0.1807
330 10.97 10.87 0.43 0.43 0.1807
331 11.10.9 0.43 0.43 0.1807
332 11.03 10.93 0.43 0.43 0.1807
333 11.07 10.97 0.42 0.42 0.1765
334 11.1 11.0.42 0.42 0.1765
335 11.13 11.03 0.42 0.42 0.1765
336 11.17 11.07 0.41 0.41 0.1723
337 11.2 11.1 0.42 0.42 0.1765
338 11.23 11.13 0.41 0.41 0.1723
339 11.27 11.17 0.41 0.41 0.1723
340 11.3 11.2 0.41 0.41 0.1723
341 11.33 11.23 0.4 0.4 0.1681
342 11.37 11.27 0.41 0.41 0.1723
343 11.4 11.3 0.4 0.4 0.1681
344 11.43 11.33 0.41 0.41 0.1723
345 11.47 11.37 0.4 0.4 0.1681
346 11.5 11.4 0.4 0.4 0.1681
347 11.53 11.43 0.4 0.4 0.1681
348 11.57 11.47 0.39 0.39 0.1639
349 11.6 11.5 0.39 0.39 0.1639
350 11.63 11.53 0.39 0.39 0.1639
351 11.67 11.57 0.39 0.39 0.1639
352 11.7 11.6 0.38 0.38 0.1597
353 11.73 11.63 0.39 0.39 0.1639
354 11.77 11.67 0.38 0.38 0.1597
355 11.8 11.7 0.38 0.38 0.1597
356 11.83 11.73 0.38 0.38 0.1597
357 11.87 11.77 0.38 0.38 0.1597
358 11.9 11.8 0.37 0.37 0.1555
359 11.93 11.83 0.37 0.37 0.1555
360 11.97 11.87 0.37 0.37 0.1555
361 12.11.9 0.38 0.38 0.1597
362 12.03 11.93 0.37 0.37 0.1555
363 12.07 11.97 0.37 0.37 0.1555
364 12.1 12.0.37 0.37 0.1555
365 12.13 12.03 0.37 0.37 0.1555
366 12.17 12.07 0.36 0.36 0.1513
367 12.2 12.1 0.36 0.36 0.1513
368 12.23 12.13 0.37 0.37 0.1555
369 12.27 12.17 0.36 0.36 0.1513
370 12.3 12.2 0.35 0.35 0.1471
371 12.33 12.23 0.36 0.36 0.1513
372 12.37 12.27 0.35 0.35 0.1471
373 12.4 12.3 0.35 0.35 0.1471
374 12.43 12.33 0.34 0.34 0.1429
John's River LF
1/28/2016
375 12.47 12.37 0.35 0.35 0.1471
376 12.5 12.4 0.35 0.35 0.1471
377 12.53 12.43 0.34 0.34 0.1429
378 12.57 12.47 0.35 0.35 0.1471
379 12.6 12.5 0.34 0.34 0.1429
380 12.63 12.53 0.34 0.34 0.1429
381 12.67 12.57 0.33 0.33 0.1387
382 12.7 12.6 0.34 0.34 0.1429
383 12.73 12.63 0.33 0.33 0.1387
384 12.77 12.67 0.34 0.34 0.1429
385 12.8 12.7 0.33 0.33 0.1387
386 12.83 12.73 0.33 0.33 0.1387
387 12.87 12.77 0.34 0.34 0.1429
388 12.9 12.8 0.32 0.32 0.1345
389 12.93 12.83 0.33 0.33 0.1387
390 12.97 12.87 0.33 0.33 0.1387
391 13.12.9 0.32 0.32 0.1345
392 13.03 12.93 0.32 0.32 0.1345
393 13.07 12.97 0.32 0.32 0.1345
394 13.1 13.0.32 0.32 0.1345
395 13.13 13.03 0.31 0.31 0.1303
396 13.17 13.07 0.31 0.31 0.1303
397 13.2 13.1 0.32 0.32 0.1345
398 13.23 13.13 0.31 0.31 0.1303
399 13.27 13.17 0.29 0.29 0.1218
400 13.3 13.2 0.31 0.31 0.1303
401 13.33 13.23 0.3 0.3 0.1261
402 13.37 13.27 0.31 0.31 0.1303
403 13.4 13.3 0.31 0.31 0.1303
404 13.43 13.33 0.3 0.3 0.1261
405 13.47 13.37 0.3 0.3 0.1261
406 13.5 13.4 0.3 0.3 0.1261
407 13.53 13.43 0.3 0.3 0.1261
408 13.57 13.47 0.3 0.3 0.1261
409 13.6 13.5 0.29 0.29 0.1218
410 13.63 13.53 0.29 0.29 0.1218
411 13.67 13.57 0.3 0.3 0.1261
412 13.7 13.6 0.28 0.28 0.1176
413 13.73 13.63 0.28 0.28 0.1176
414 13.77 13.67 0.29 0.29 0.1218
415 13.8 13.7 0.28 0.28 0.1176
416 13.83 13.73 0.28 0.28 0.1176
417 13.87 13.77 0.28 0.28 0.1176
418 13.9 13.8 0.28 0.28 0.1176
419 13.93 13.83 0.29 0.29 0.1218
420 13.97 13.87 0.28 0.28 0.1176
421 14.13.9 0.27 0.27 0.1134
422 14.03 13.93 0.28 0.28 0.1176
423 14.07 13.97 0.27 0.27 0.1134
424 14.1 14.0.27 0.27 0.1134
425 14.13 14.03 0.26 0.26 0.1092
426 14.17 14.07 0.29 0.29 0.1218
427 14.2 14.1 0.28 0.28 0.1176
428 14.23 14.13 0.27 0.27 0.1134
429 14.27 14.17 0.27 0.27 0.1134
430 14.3 14.2 0.27 0.27 0.1134
431 14.33 14.23 0.26 0.26 0.1092
John's River LF
1/28/2016
432 14.37 14.27 0.27 0.27 0.1134
433 14.4 14.3 0.26 0.26 0.1092
434 14.43 14.33 0.26 0.26 0.1092
435 14.47 14.37 0.25 0.25 0.105
436 14.5 14.4 0.25 0.25 0.105
437 14.53 14.43 0.25 0.25 0.105
438 14.57 14.47 0.26 0.26 0.1092
439 14.6 14.5 0.26 0.26 0.1092
440 14.63 14.53 0.25 0.25 0.105
441 14.67 14.57 0.25 0.25 0.105
442 14.7 14.6 0.25 0.25 0.105
443 14.73 14.63 0.25 0.25 0.105
444 14.77 14.67 0.25 0.25 0.105
445 14.8 14.7 0.25 0.25 0.105
446 14.83 14.73 0.25 0.25 0.105
447 14.87 14.77 0.24 0.24 0.1008
448 14.9 14.8 0.24 0.24 0.1008
449 14.93 14.83 0.24 0.24 0.1008
450 14.97 14.87 0.25 0.25 0.105
451 15.14.9 0.24 0.24 0.1008
452 15.03 14.93 0.23 0.23 9.664e-002
453 15.07 14.97 0.24 0.24 0.1008
454 15.1 15.0.23 0.23 9.664e-002
455 15.13 15.03 0.23 0.23 9.664e-002
456 15.17 15.07 0.23 0.23 9.664e-002
457 15.2 15.1 0.24 0.24 0.1008
458 15.23 15.13 0.23 0.23 9.664e-002
459 15.27 15.17 0.23 0.23 9.664e-002
460 15.3 15.2 0.23 0.23 9.664e-002
461 15.33 15.23 0.23 0.23 9.664e-002
462 15.37 15.27 0.23 0.23 9.664e-002
463 15.4 15.3 0.23 0.23 9.664e-002
464 15.43 15.33 0.23 0.23 9.664e-002
465 15.47 15.37 0.22 0.22 9.244e-002
466 15.5 15.4 0.22 0.22 9.244e-002
467 15.53 15.43 0.23 0.23 9.664e-002
468 15.57 15.47 0.22 0.22 9.244e-002
469 15.6 15.5 0.21 0.21 8.824e-002
470 15.63 15.53 0.23 0.23 9.664e-002
471 15.67 15.57 0.22 0.22 9.244e-002
472 15.7 15.6 0.21 0.21 8.824e-002
473 15.73 15.63 0.21 0.21 8.824e-002
474 15.77 15.67 0.21 0.21 8.824e-002
475 15.8 15.7 0.21 0.21 8.824e-002
476 15.83 15.73 0.21 0.21 8.824e-002
477 15.87 15.77 0.21 0.21 8.824e-002
478 15.9 15.8 0.2 0.2 8.403e-002
479 15.93 15.83 0.21 0.21 8.824e-002
480 15.97 15.87 0.21 0.21 8.824e-002
481 16.15.9 0.21 0.21 8.824e-002
482 16.03 15.93 0.2 0.2 8.403e-002
483 16.07 15.97 0.21 0.21 8.824e-002
484 16.1 16.0.19 0.19 7.983e-002
485 16.13 16.03 0.2 0.2 8.403e-002
486 16.17 16.07 0.19 0.19 7.983e-002
487 16.2 16.1 0.2 0.2 8.403e-002
488 16.23 16.13 0.2 0.2 8.403e-002
John's River LF
1/28/2016
489 16.27 16.17 0.19 0.19 7.983e-002
490 16.3 16.2 0.19 0.19 7.983e-002
491 16.33 16.23 0.19 0.19 7.983e-002
492 16.37 16.27 0.2 0.2 8.403e-002
493 16.4 16.3 0.19 0.19 7.983e-002
494 16.43 16.33 0.18 0.18 7.563e-002
495 16.47 16.37 0.19 0.19 7.983e-002
496 16.5 16.4 0.18 0.18 7.563e-002
497 16.53 16.43 0.18 0.18 7.563e-002
498 16.57 16.47 0.19 0.19 7.983e-002
499 16.6 16.5 0.18 0.18 7.563e-002
500 16.63 16.53 0.18 0.18 7.563e-002
501 16.67 16.57 0.18 0.18 7.563e-002
502 16.7 16.6 0.19 0.19 7.983e-002
503 16.73 16.63 0.18 0.18 7.563e-002
504 16.77 16.67 0.18 0.18 7.563e-002
505 16.8 16.7 0.18 0.18 7.563e-002
506 16.83 16.73 0.19 0.19 7.983e-002
507 16.87 16.77 0.18 0.18 7.563e-002
508 16.9 16.8 0.18 0.18 7.563e-002
509 16.93 16.83 0.18 0.18 7.563e-002
510 16.97 16.87 0.16 0.16 6.723e-002
511 17.16.9 0.18 0.18 7.563e-002
512 17.03 16.93 0.17 0.17 7.143e-002
513 17.07 16.97 0.16 0.16 6.723e-002
514 17.1 17.0.17 0.17 7.143e-002
515 17.13 17.03 0.17 0.17 7.143e-002
516 17.17 17.07 0.16 0.16 6.723e-002
517 17.2 17.1 0.16 0.16 6.723e-002
518 17.23 17.13 0.17 0.17 7.143e-002
519 17.27 17.17 0.17 0.17 7.143e-002
520 17.3 17.2 0.16 0.16 6.723e-002
521 17.33 17.23 0.17 0.17 7.143e-002
522 17.37 17.27 0.16 0.16 6.723e-002
523 17.4 17.3 0.16 0.16 6.723e-002
524 17.43 17.33 0.15 0.15 6.303e-002
525 17.47 17.37 0.16 0.16 6.723e-002
526 17.5 17.4 0.16 0.16 6.723e-002
527 17.53 17.43 0.17 0.17 7.143e-002
528 17.57 17.47 0.15 0.15 6.303e-002
529 17.6 17.5 0.15 0.15 6.303e-002
530 17.63 17.53 0.14 0.14 5.882e-002
531 17.67 17.57 0.15 0.15 6.303e-002
532 17.7 17.6 0.14 0.14 5.882e-002
533 17.73 17.63 0.15 0.15 6.303e-002
534 17.77 17.67 0.15 0.15 6.303e-002
535 17.8 17.7 0.15 0.15 6.303e-002
536 17.83 17.73 0.15 0.15 6.303e-002
537 17.87 17.77 0.14 0.14 5.882e-002
538 17.9 17.8 0.15 0.15 6.303e-002
539 17.93 17.83 0.14 0.14 5.882e-002
540 17.97 17.87 0.14 0.14 5.882e-002
541 18.17.9 0.14 0.14 5.882e-002
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John's River LF
1/28/2016
Bouwer and Rice Automatic Parameter Estimation
Burke Co. JR Design Hydrogeo 2016
Site Name:John's River LF
Location:Phase 4
Test Date:1/12/2016
Client:Burke County
Project Number:277.1602.12
Well Label:PZ-42 Rising Head 1
Aquifer Thickness:30. feet
Screen Length:20. feet
Casing Radius:8.3e-002 feet
Effective Radius:0.25 feet
Gravel Pack Porosity:30. %
Corrected Casing Radius:0.1535 feet
Bouwer and Rice Parameter A 3.8
Bouwer and Rice Parameter B 0.72
Radius of Influence of Test 5.855 feet
Trial Adjusted Time Head Head Ratio Hyd. Con.Flow to Well
(minutes)(feet)(feet/day)(Cubic Feet/Day)
4 0.1.61 0.6765 --
5 3.33e-002 1.59 0.6681 1.005 63.65
6 6.67e-002 1.58 0.6639 0.7547 47.51
7 0.1 1.59 0.6681 0.3345 21.19
8 0.1333 1.58 0.6639 0.3776 23.77
9 0.1667 1.57 0.6597 0.4039 25.27
10 0.2 1.57 0.6597 0.3366 21.06
11 0.2333 1.56 0.6555 0.3619 22.5
12 0.2667 1.56 0.6555 0.3166 19.68
13 0.3 1.55 0.6513 0.3388 20.93
14 0.3333 1.55 0.6513 0.3049 18.83
15 0.3667 1.53 0.6429 0.3719 22.68
16 0.4 1.54 0.6471 0.2974 18.25
17 0.4333 1.53 0.6429 0.3148 19.19
18 0.4667 1.52 0.6387 0.3299 19.98
19 0.5 1.51 0.6345 0.3432 20.65
20 0.5333 1.5 0.6303 0.3551 21.23
21 0.5667 1.5 0.6303 0.3342 19.98
22 0.6 1.49 0.6261 0.3455 20.51
23 0.6333 1.49 0.6261 0.3273 19.43
24 0.6667 1.48 0.6218 0.3379 19.93
25 0.7 1.47 0.6176 0.3478 20.37
26 0.7333 1.46 0.6134 0.3569 20.76
27 0.7667 1.46 0.6134 0.3414 19.86
28 0.8 1.45 0.6092 0.3501 20.23
29 0.8333 1.46 0.6134 0.3141 18.27
30 0.8667 1.45 0.6092 0.3232 18.67
31 0.9 1.43 0.6008 0.3525 20.09
32 0.933 1.44 0.605 0.3201 18.37
33 0.967 1.42 0.5966 0.3475 19.66
34 1.1.42 0.5966 0.3361 19.02
35 1.033 1.41 0.5924 0.3436 19.31
36 1.067 1.42 0.5966 0.315 17.82
37 1.1 1.4 0.5882 0.34 18.97
38 1.133 1.39 0.584 0.347 19.22
John's River LF
1/28/2016
39 1.167 1.38 0.5798 0.3535 19.44
40 1.2 1.39 0.584 0.3277 18.15
41 1.233 1.37 0.5756 0.3504 19.13
42 1.267 1.37 0.5756 0.341 18.61
43 1.3 1.36 0.5714 0.3474 18.83
44 1.333 1.36 0.5714 0.3388 18.36
45 1.367 1.36 0.5714 0.3304 17.9
46 1.4 1.35 0.5672 0.3367 18.11
47 1.433 1.34 0.563 0.3428 18.3
48 1.467 1.35 0.5672 0.3213 17.28
49 1.5 1.34 0.563 0.3275 17.49
50 1.533 1.34 0.563 0.3204 17.11
51 1.567 1.33 0.5588 0.3263 17.29
52 1.6 1.32 0.5546 0.3322 17.47
53 1.633 1.31 0.5504 0.3379 17.64
54 1.667 1.31 0.5504 0.331 17.28
55 1.7 1.3 0.5462 0.3367 17.44
56 1.733 1.29 0.542 0.3422 17.59
57 1.767 1.3 0.5462 0.3239 16.78
58 1.8 1.29 0.542 0.3294 16.94
59 1.833 1.29 0.542 0.3235 16.63
60 1.867 1.28 0.5378 0.3288 16.77
61 1.9 1.28 0.5378 0.3231 16.48
62 1.933 1.27 0.5336 0.3284 16.62
63 1.967 1.27 0.5336 0.3227 16.33
64 2.1.26 0.5294 0.328 16.47
65 2.033 1.25 0.5252 0.3332 16.59
66 2.067 1.25 0.5252 0.3277 16.32
67 2.1 1.26 0.5294 0.3124 15.68
68 2.133 1.24 0.521 0.3276 16.19
69 2.167 1.23 0.5168 0.3325 16.3
70 2.2 1.24 0.521 0.3176 15.69
71 2.233 1.22 0.5126 0.3324 16.16
72 2.267 1.22 0.5126 0.3274 15.92
73 2.3 1.21 0.5084 0.3323 16.02
74 2.333 1.22 0.5126 0.3182 15.47
75 2.367 1.21 0.5084 0.3229 15.57
76 2.4 1.2 0.5042 0.3277 15.67
77 2.433 1.2 0.5042 0.3233 15.46
78 2.467 1.19 0.5 0.3279 15.55
79 2.5 1.2 0.5042 0.3146 15.04
80 2.533 1.19 0.5 0.3194 15.14
81 2.567 1.18 0.4958 0.3239 15.23
82 2.6 1.18 0.4958 0.3198 15.04
83 2.633 1.17 0.4916 0.3245 15.13
84 2.667 1.16 0.4874 0.3289 15.2
85 2.7 1.16 0.4874 0.3249 15.02
86 2.733 1.16 0.4874 0.321 14.84
87 2.767 1.15 0.4832 0.3254 14.91
88 2.8 1.14 0.479 0.3299 14.99
89 2.833 1.14 0.479 0.3261 14.81
90 2.867 1.14 0.479 0.3222 14.64
91 2.9 1.13 0.4748 0.3267 14.71
92 2.933 1.13 0.4748 0.323 14.54
93 2.967 1.12 0.4706 0.3273 14.61
94 3.1.12 0.4706 0.3237 14.45
95 3.033 1.11 0.4664 0.3281 14.51
John's River LF
1/28/2016
96 3.067 1.11 0.4664 0.3245 14.35
97 3.1 1.11 0.4664 0.321 14.2
98 3.133 1.09 0.458 0.3332 14.47
99 3.167 1.1 0.4622 0.3219 14.11
100 3.2 1.1 0.4622 0.3186 13.96
101 3.233 1.09 0.458 0.3229 14.02
102 3.267 1.09 0.458 0.3195 13.88
103 3.3 1.09 0.458 0.3163 13.74
104 3.333 1.07 0.4496 0.3281 13.99
105 3.367 1.08 0.4538 0.3173 13.66
106 3.4 1.06 0.4454 0.329 13.9
107 3.433 1.07 0.4496 0.3185 13.58
108 3.467 1.06 0.4454 0.3226 13.63
109 3.5 1.06 0.4454 0.3196 13.5
110 3.533 1.04 0.437 0.331 13.72
111 3.567 1.05 0.4412 0.3207 13.42
112 3.6 1.04 0.437 0.3249 13.46
113 3.633 1.03 0.4328 0.329 13.5
114 3.667 1.04 0.437 0.3189 13.22
115 3.7 1.03 0.4328 0.3231 13.26
116 3.733 1.03 0.4328 0.3202 13.14
117 3.767 1.02 0.4286 0.3243 13.18
118 3.8 1.01 0.4244 0.3284 13.22
119 3.833 1.02 0.4286 0.3187 12.95
120 3.867 1.0.4202 0.3296 13.13
121 3.9 1.0.4202 0.3268 13.02
122 3.933 1.0.4202 0.324 12.91
123 3.967 0.99 0.416 0.328 12.94
124 4.0.99 0.416 0.3253 12.83
125 4.033 0.99 0.416 0.3227 12.73
126 4.067 0.98 0.4118 0.3267 12.76
127 4.1 0.97 0.4076 0.3307 12.78
128 4.133 0.97 0.4076 0.3281 12.68
129 4.167 0.98 0.4118 0.3188 12.45
130 4.2 0.97 0.4076 0.3229 12.48
131 4.233 0.97 0.4076 0.3203 12.38
132 4.267 0.96 0.4034 0.3243 12.41
133 4.3 0.96 0.4034 0.3218 12.31
134 4.333 0.96 0.4034 0.3193 12.22
135 4.367 0.96 0.4034 0.3169 12.12
136 4.4 0.94 0.395 0.3273 12.26
137 4.433 0.95 0.3992 0.3185 12.06
138 4.467 0.95 0.3992 0.316 11.96
139 4.5 0.94 0.395 0.32 11.99
140 4.533 0.94 0.395 0.3177 11.9
141 4.567 0.93 0.3908 0.3216 11.92
142 4.6 0.91 0.3824 0.3319 12.04
143 4.633 0.93 0.3908 0.317 11.75
144 4.667 0.91 0.3824 0.3272 11.86
145 4.7 0.91 0.3824 0.3249 11.78
146 4.733 0.92 0.3866 0.3164 11.6
147 4.767 0.9 0.3782 0.3265 11.71
148 4.8 0.89 0.3739 0.3305 11.72
149 4.833 0.9 0.3782 0.322 11.55
150 4.867 0.9 0.3782 0.3198 11.47
151 4.9 0.9 0.3782 0.3176 11.39
152 4.933 0.88 0.3697 0.3277 11.49
John's River LF
1/28/2016
153 4.967 0.88 0.3697 0.3255 11.41
154 5.0.88 0.3697 0.3233 11.34
155 5.033 0.88 0.3697 0.3212 11.26
156 5.067 0.88 0.3697 0.319 11.19
157 5.1 0.87 0.3655 0.323 11.2
158 5.133 0.87 0.3655 0.3209 11.12
159 5.167 0.85 0.3571 0.3308 11.21
160 5.2 0.87 0.3655 0.3168 10.98
161 5.233 0.86 0.3613 0.3207 10.99
162 5.267 0.86 0.3613 0.3186 10.92
163 5.3 0.85 0.3571 0.3225 10.92
164 5.333 0.85 0.3571 0.3205 10.86
165 5.367 0.84 0.3529 0.3244 10.86
166 5.4 0.85 0.3571 0.3166 10.72
167 5.433 0.84 0.3529 0.3205 10.73
168 5.467 0.84 0.3529 0.3185 10.66
169 5.5 0.83 0.3487 0.3224 10.66
170 5.533 0.82 0.3445 0.3263 10.66
171 5.567 0.83 0.3487 0.3185 10.53
172 5.6 0.83 0.3487 0.3166 10.47
173 5.633 0.82 0.3445 0.3205 10.47
174 5.667 0.81 0.3403 0.3244 10.47
175 5.7 0.81 0.3403 0.3225 10.41
176 5.733 0.81 0.3403 0.3207 10.35
177 5.767 0.79 0.3319 0.3304 10.4
178 5.8 0.8 0.3361 0.3227 10.29
179 5.833 0.8 0.3361 0.3209 10.23
180 5.867 0.79 0.3319 0.3247 10.22
181 5.9 0.79 0.3319 0.3229 10.17
182 5.933 0.79 0.3319 0.3211 10.11
183 5.967 0.78 0.3277 0.325 10.1
184 6.0.78 0.3277 0.3232 10.05
185 6.033 0.79 0.3319 0.3158 9.942
186 6.067 0.77 0.3235 0.3254 9.983
187 6.1 0.77 0.3235 0.3236 9.929
188 6.133 0.77 0.3235 0.3219 9.875
189 6.167 0.77 0.3235 0.3201 9.821
190 6.2 0.76 0.3193 0.324 9.813
191 6.233 0.77 0.3235 0.3167 9.717
192 6.267 0.76 0.3193 0.3206 9.708
193 6.3 0.76 0.3193 0.3189 9.657
194 6.333 0.75 0.3151 0.3228 9.647
195 6.367 0.75 0.3151 0.3211 9.596
196 6.4 0.74 0.3109 0.325 9.585
197 6.433 0.74 0.3109 0.3234 9.535
198 6.467 0.74 0.3109 0.3217 9.485
199 6.5 0.73 0.3067 0.3256 9.473
200 6.533 0.73 0.3067 0.324 9.425
201 6.567 0.73 0.3067 0.3223 9.376
202 6.6 0.73 0.3067 0.3207 9.329
203 6.633 0.73 0.3067 0.3191 9.283
204 6.667 0.72 0.3025 0.323 9.268
205 6.7 0.72 0.3025 0.3214 9.222
206 6.733 0.72 0.3025 0.3199 9.177
207 6.767 0.72 0.3025 0.3182 9.131
208 6.8 0.71 0.2983 0.3222 9.116
209 6.833 0.71 0.2983 0.3207 9.072
John's River LF
1/28/2016
210 6.867 0.71 0.2983 0.3191 9.027
211 6.9 0.71 0.2983 0.3175 8.984
212 6.933 0.71 0.2983 0.316 8.941
213 6.967 0.7 0.2941 0.3199 8.924
214 7.0.7 0.2941 0.3184 8.882
215 7.033 0.69 0.2899 0.3224 8.865
216 7.067 0.69 0.2899 0.3209 8.822
217 7.1 0.69 0.2899 0.3194 8.781
218 7.133 0.69 0.2899 0.3179 8.74
219 7.167 0.68 0.2857 0.3218 8.72
220 7.2 0.68 0.2857 0.3204 8.681
221 7.233 0.68 0.2857 0.3189 8.641
222 7.267 0.67 0.2815 0.3229 8.62
223 7.3 0.67 0.2815 0.3214 8.581
224 7.333 0.68 0.2857 0.3145 8.523
225 7.367 0.67 0.2815 0.3185 8.503
226 7.4 0.66 0.2773 0.3225 8.481
227 7.433 0.66 0.2773 0.3211 8.444
228 7.467 0.66 0.2773 0.3196 8.405
229 7.5 0.66 0.2773 0.3182 8.368
230 7.533 0.66 0.2773 0.3168 8.332
231 7.567 0.65 0.2731 0.3208 8.308
232 7.6 0.65 0.2731 0.3194 8.272
233 7.633 0.64 0.2689 0.3234 8.249
234 7.667 0.64 0.2689 0.322 8.212
235 7.7 0.63 0.2647 0.3261 8.186
236 7.733 0.65 0.2731 0.3139 8.13
237 7.767 0.63 0.2647 0.3233 8.116
238 7.8 0.63 0.2647 0.3219 8.081
239 7.833 0.63 0.2647 0.3206 8.047
240 7.867 0.62 0.2605 0.3246 8.02
241 7.9 0.63 0.2647 0.3178 7.979
242 7.933 0.62 0.2605 0.3219 7.953
243 7.967 0.62 0.2605 0.3205 7.919
244 8.0.62 0.2605 0.3192 7.887
245 8.033 0.61 0.2563 0.3233 7.859
246 8.067 0.61 0.2563 0.322 7.826
247 8.1 0.6 0.2521 0.3261 7.797
248 8.133 0.6 0.2521 0.3248 7.765
249 8.167 0.61 0.2563 0.318 7.73
250 8.2 0.6 0.2521 0.3221 7.702
251 8.233 0.59 0.2479 0.3263 7.672
252 8.267 0.59 0.2479 0.325 7.64
253 8.3 0.59 0.2479 0.3237 7.61
254 8.333 0.59 0.2479 0.3224 7.58
255 8.367 0.59 0.2479 0.3211 7.549
256 8.4 0.59 0.2479 0.3198 7.519
257 8.433 0.59 0.2479 0.3186 7.49
258 8.467 0.57 0.2395 0.3282 7.454
259 8.5 0.57 0.2395 0.3269 7.425
260 8.533 0.58 0.2437 0.3202 7.4
261 8.567 0.58 0.2437 0.3189 7.371
262 8.6 0.57 0.2395 0.3231 7.339
263 8.633 0.57 0.2395 0.3219 7.311
264 8.667 0.56 0.2353 0.3261 7.276
265 8.7 0.58 0.2437 0.314 7.258
266 8.733 0.57 0.2395 0.3182 7.227
John's River LF
1/28/2016
267 8.767 0.56 0.2353 0.3224 7.193
268 8.8 0.55 0.2311 0.3266 7.159
269 8.833 0.56 0.2353 0.32 7.14
270 8.867 0.55 0.2311 0.3242 7.104
271 8.9 0.55 0.2311 0.323 7.078
272 8.933 0.55 0.2311 0.3218 7.052
273 8.967 0.54 0.2269 0.326 7.015
274 9.0.55 0.2311 0.3194 7.
275 9.033 0.54 0.2269 0.3236 6.964
276 9.067 0.54 0.2269 0.3224 6.938
277 9.1 0.54 0.2269 0.3213 6.913
278 9.133 0.53 0.2227 0.3256 6.876
279 9.167 0.54 0.2269 0.3189 6.862
280 9.2 0.53 0.2227 0.3232 6.826
281 9.233 0.52 0.2185 0.3276 6.788
282 9.267 0.52 0.2185 0.3264 6.763
283 9.3 0.5 0.2101 0.3365 6.704
284 9.333 0.53 0.2227 0.3186 6.729
285 9.367 0.51 0.2143 0.3284 6.675
286 9.4 0.52 0.2185 0.3218 6.667
287 9.433 0.52 0.2185 0.3206 6.644
288 9.467 0.5 0.2101 0.3306 6.586
289 9.5 0.51 0.2143 0.3238 6.581
290 9.533 0.51 0.2143 0.3227 6.558
291 9.567 0.51 0.2143 0.3216 6.535
292 9.6 0.51 0.2143 0.3205 6.513
293 9.633 0.51 0.2143 0.3194 6.49
294 9.667 0.49 0.2059 0.3293 6.43
295 9.7 0.5 0.2101 0.3226 6.428
296 9.733 0.5 0.2101 0.3215 6.406
297 9.767 0.49 0.2059 0.3259 6.364
298 9.8 0.49 0.2059 0.3248 6.343
299 9.833 0.49 0.2059 0.3238 6.321
300 9.867 0.48 0.2017 0.3282 6.278
301 9.9 0.49 0.2059 0.3216 6.279
302 9.93 0.48 0.2017 0.3261 6.238
303 9.97 0.48 0.2017 0.3248 6.213
304 10.0.48 0.2017 0.3239 6.195
305 10.03 0.48 0.2017 0.3229 6.176
306 10.07 0.47 0.1975 0.3272 6.128
307 10.1 0.47 0.1975 0.3262 6.11
308 10.13 0.47 0.1975 0.3253 6.092
309 10.17 0.47 0.1975 0.324 6.068
310 10.2 0.47 0.1975 0.323 6.05
311 10.23 0.47 0.1975 0.3221 6.032
312 10.27 0.46 0.1933 0.3264 5.984
313 10.3 0.46 0.1933 0.3255 5.966
314 10.33 0.46 0.1933 0.3245 5.949
315 10.37 0.46 0.1933 0.3233 5.926
316 10.4 0.45 0.1891 0.328 5.882
317 10.43 0.45 0.1891 0.3271 5.865
318 10.47 0.45 0.1891 0.3258 5.843
319 10.5 0.45 0.1891 0.3249 5.826
320 10.53 0.44 0.1849 0.3297 5.78
321 10.57 0.44 0.1849 0.3284 5.758
322 10.6 0.45 0.1891 0.3218 5.771
323 10.63 0.44 0.1849 0.3266 5.726
John's River LF
1/28/2016
324 10.67 0.44 0.1849 0.3254 5.704
325 10.7 0.43 0.1807 0.3302 5.658
326 10.73 0.43 0.1807 0.3293 5.642
327 10.77 0.43 0.1807 0.328 5.621
328 10.8 0.43 0.1807 0.3271 5.605
329 10.83 0.43 0.1807 0.3262 5.59
330 10.87 0.43 0.1807 0.325 5.569
331 10.9 0.43 0.1807 0.3241 5.554
332 10.93 0.43 0.1807 0.3232 5.539
333 10.97 0.42 0.1765 0.3278 5.486
334 11.0.42 0.1765 0.3269 5.471
335 11.03 0.42 0.1765 0.326 5.456
336 11.07 0.41 0.1723 0.3307 5.402
337 11.1 0.42 0.1765 0.324 5.422
338 11.13 0.41 0.1723 0.3289 5.373
339 11.17 0.41 0.1723 0.3277 5.354
340 11.2 0.41 0.1723 0.3268 5.34
341 11.23 0.4 0.1681 0.3318 5.289
342 11.27 0.41 0.1723 0.3248 5.306
343 11.3 0.4 0.1681 0.3298 5.257
344 11.33 0.41 0.1723 0.3231 5.278
345 11.37 0.4 0.1681 0.3278 5.224
346 11.4 0.4 0.1681 0.3269 5.21
347 11.43 0.4 0.1681 0.326 5.197
348 11.47 0.39 0.1639 0.3308 5.141
349 11.5 0.39 0.1639 0.3299 5.128
350 11.53 0.39 0.1639 0.3291 5.114
351 11.57 0.39 0.1639 0.3279 5.097
352 11.6 0.38 0.1597 0.3331 5.044
353 11.63 0.39 0.1639 0.3263 5.07
354 11.67 0.38 0.1597 0.3311 5.013
355 11.7 0.38 0.1597 0.3302 5.001
356 11.73 0.38 0.1597 0.3294 4.988
357 11.77 0.38 0.1597 0.3283 4.971
358 11.8 0.37 0.1555 0.3335 4.917
359 11.83 0.37 0.1555 0.3326 4.904
360 11.87 0.37 0.1555 0.3315 4.888
361 11.9 0.38 0.1597 0.3247 4.917
362 11.93 0.37 0.1555 0.3299 4.863
363 11.97 0.37 0.1555 0.3288 4.847
364 12.0.37 0.1555 0.3279 4.835
365 12.03 0.37 0.1555 0.3271 4.823
366 12.07 0.36 0.1513 0.3321 4.764
367 12.1 0.36 0.1513 0.3313 4.752
368 12.13 0.37 0.1555 0.3244 4.783
369 12.17 0.36 0.1513 0.3294 4.725
370 12.2 0.35 0.1471 0.3347 4.669
371 12.23 0.36 0.1513 0.3278 4.702
372 12.27 0.35 0.1471 0.3328 4.642
373 12.3 0.35 0.1471 0.332 4.631
374 12.33 0.34 0.1429 0.3375 4.573
375 12.37 0.35 0.1471 0.3301 4.605
376 12.4 0.35 0.1471 0.3293 4.593
377 12.43 0.34 0.1429 0.3348 4.536
378 12.47 0.35 0.1471 0.3275 4.568
379 12.5 0.34 0.1429 0.3329 4.511
380 12.53 0.34 0.1429 0.3321 4.5
John's River LF
1/28/2016
381 12.57 0.33 0.1387 0.3374 4.437
382 12.6 0.34 0.1429 0.3303 4.475
383 12.63 0.33 0.1387 0.3358 4.416
384 12.67 0.34 0.1429 0.3285 4.45
385 12.7 0.33 0.1387 0.334 4.392
386 12.73 0.33 0.1387 0.3332 4.381
387 12.77 0.34 0.1429 0.3259 4.415
388 12.8 0.32 0.1345 0.3378 4.307
389 12.83 0.33 0.1387 0.3306 4.347
390 12.87 0.33 0.1387 0.3296 4.334
391 12.9 0.32 0.1345 0.3352 4.274
392 12.93 0.32 0.1345 0.3344 4.264
393 12.97 0.32 0.1345 0.3334 4.251
394 13.0.32 0.1345 0.3326 4.241
395 13.03 0.31 0.1303 0.3384 4.18
396 13.07 0.31 0.1303 0.3373 4.167
397 13.1 0.32 0.1345 0.3301 4.209
398 13.13 0.31 0.1303 0.3358 4.148
399 13.17 0.29 0.1218 0.3483 4.025
400 13.2 0.31 0.1303 0.334 4.126
401 13.23 0.3 0.1261 0.3399 4.063
402 13.27 0.31 0.1303 0.3322 4.104
403 13.3 0.31 0.1303 0.3315 4.095
404 13.33 0.3 0.1261 0.3373 4.032
405 13.37 0.3 0.1261 0.3363 4.02
406 13.4 0.3 0.1261 0.3356 4.011
407 13.43 0.3 0.1261 0.3348 4.002
408 13.47 0.3 0.1261 0.3338 3.991
409 13.5 0.29 0.1218 0.3398 3.927
410 13.53 0.29 0.1218 0.339 3.918
411 13.57 0.3 0.1261 0.3314 3.961
412 13.6 0.28 0.1176 0.3442 3.84
413 13.63 0.28 0.1176 0.3434 3.832
414 13.67 0.29 0.1218 0.3356 3.878
415 13.7 0.28 0.1176 0.3417 3.812
416 13.73 0.28 0.1176 0.3409 3.804
417 13.77 0.28 0.1176 0.3399 3.793
418 13.8 0.28 0.1176 0.3392 3.785
419 13.83 0.29 0.1218 0.3317 3.833
420 13.87 0.28 0.1176 0.3375 3.766
421 13.9 0.27 0.1134 0.3438 3.699
422 13.93 0.28 0.1176 0.336 3.749
423 13.97 0.27 0.1134 0.342 3.68
424 14.0.27 0.1134 0.3413 3.672
425 14.03 0.26 0.1092 0.3478 3.603
426 14.07 0.29 0.1218 0.326 3.768
427 14.1 0.28 0.1176 0.332 3.704
428 14.13 0.27 0.1134 0.3382 3.638
429 14.17 0.27 0.1134 0.3372 3.628
430 14.2 0.27 0.1134 0.3365 3.62
431 14.23 0.26 0.1092 0.3429 3.553
432 14.27 0.27 0.1134 0.3349 3.603
433 14.3 0.26 0.1092 0.3412 3.535
434 14.33 0.26 0.1092 0.3405 3.528
435 14.37 0.25 0.105 0.3469 3.455
436 14.4 0.25 0.105 0.3461 3.448
437 14.43 0.25 0.105 0.3454 3.441
John's River LF
1/28/2016
438 14.47 0.26 0.1092 0.3372 3.494
439 14.5 0.26 0.1092 0.3365 3.486
440 14.53 0.25 0.105 0.343 3.417
441 14.57 0.25 0.105 0.3421 3.408
442 14.6 0.25 0.105 0.3414 3.401
443 14.63 0.25 0.105 0.3407 3.394
444 14.67 0.25 0.105 0.3398 3.385
445 14.7 0.25 0.105 0.3391 3.378
446 14.73 0.25 0.105 0.3384 3.371
447 14.77 0.24 0.1008 0.3449 3.298
448 14.8 0.24 0.1008 0.3442 3.291
449 14.83 0.24 0.1008 0.3435 3.285
450 14.87 0.25 0.105 0.3352 3.339
451 14.9 0.24 0.1008 0.3419 3.269
452 14.93 0.23 9.664e-002 0.3488 3.197
453 14.97 0.24 0.1008 0.3403 3.254
454 15.0.23 9.664e-002 0.3472 3.182
455 15.03 0.23 9.664e-002 0.3465 3.175
456 15.07 0.23 9.664e-002 0.3456 3.167
457 15.1 0.24 0.1008 0.3373 3.226
458 15.13 0.23 9.664e-002 0.3442 3.154
459 15.17 0.23 9.664e-002 0.3433 3.146
460 15.2 0.23 9.664e-002 0.3426 3.14
461 15.23 0.23 9.664e-002 0.3419 3.134
462 15.27 0.23 9.664e-002 0.341 3.126
463 15.3 0.23 9.664e-002 0.3404 3.119
464 15.33 0.23 9.664e-002 0.3397 3.113
465 15.37 0.22 9.244e-002 0.3465 3.038
466 15.4 0.22 9.244e-002 0.3459 3.032
467 15.43 0.23 9.664e-002 0.3375 3.093
468 15.47 0.22 9.244e-002 0.3443 3.018
469 15.5 0.21 8.824e-002 0.3517 2.943
470 15.53 0.23 9.664e-002 0.3353 3.073
471 15.57 0.22 9.244e-002 0.3421 2.999
472 15.6 0.21 8.824e-002 0.3494 2.924
473 15.63 0.21 8.824e-002 0.3487 2.918
474 15.67 0.21 8.824e-002 0.3479 2.911
475 15.7 0.21 8.824e-002 0.3472 2.905
476 15.73 0.21 8.824e-002 0.3465 2.9
477 15.77 0.21 8.824e-002 0.3457 2.892
478 15.8 0.2 8.403e-002 0.3533 2.815
479 15.83 0.21 8.824e-002 0.3443 2.881
480 15.87 0.21 8.824e-002 0.3435 2.874
481 15.9 0.21 8.824e-002 0.3428 2.869
482 15.93 0.2 8.403e-002 0.3504 2.792
483 15.97 0.21 8.824e-002 0.3413 2.856
484 16.0.19 7.983e-002 0.3574 2.706
485 16.03 0.2 8.403e-002 0.3482 2.775
486 16.07 0.19 7.983e-002 0.3559 2.694
487 16.1 0.2 8.403e-002 0.3467 2.763
488 16.13 0.2 8.403e-002 0.346 2.758
489 16.17 0.19 7.983e-002 0.3537 2.678
490 16.2 0.19 7.983e-002 0.353 2.673
491 16.23 0.19 7.983e-002 0.3524 2.668
492 16.27 0.2 8.403e-002 0.3431 2.734
493 16.3 0.19 7.983e-002 0.3508 2.656
494 16.33 0.18 7.563e-002 0.3591 2.575
John's River LF
1/28/2016
495 16.37 0.19 7.983e-002 0.3493 2.645
496 16.4 0.18 7.563e-002 0.3575 2.564
497 16.43 0.18 7.563e-002 0.3569 2.56
498 16.47 0.19 7.983e-002 0.3472 2.629
499 16.5 0.18 7.563e-002 0.3554 2.549
500 16.53 0.18 7.563e-002 0.3547 2.544
501 16.57 0.18 7.563e-002 0.3539 2.538
502 16.6 0.19 7.983e-002 0.3445 2.608
503 16.63 0.18 7.563e-002 0.3526 2.529
504 16.67 0.18 7.563e-002 0.3517 2.523
505 16.7 0.18 7.563e-002 0.3511 2.518
506 16.73 0.19 7.983e-002 0.3418 2.588
507 16.77 0.18 7.563e-002 0.3496 2.508
508 16.8 0.18 7.563e-002 0.349 2.503
509 16.83 0.18 7.563e-002 0.3484 2.499
510 16.87 0.16 6.723e-002 0.3663 2.335
511 16.9 0.18 7.563e-002 0.347 2.489
512 16.93 0.17 7.143e-002 0.3554 2.407
513 16.97 0.16 6.723e-002 0.3641 2.321
514 17.0.17 7.143e-002 0.3539 2.397
515 17.03 0.17 7.143e-002 0.3533 2.393
516 17.07 0.16 6.723e-002 0.362 2.308
517 17.1 0.16 6.723e-002 0.3613 2.304
518 17.13 0.17 7.143e-002 0.3512 2.379
519 17.17 0.17 7.143e-002 0.3504 2.374
520 17.2 0.16 6.723e-002 0.3592 2.29
521 17.23 0.17 7.143e-002 0.3492 2.365
522 17.27 0.16 6.723e-002 0.3578 2.281
523 17.3 0.16 6.723e-002 0.3571 2.277
524 17.33 0.15 6.303e-002 0.3665 2.191
525 17.37 0.16 6.723e-002 0.3557 2.268
526 17.4 0.16 6.723e-002 0.3551 2.264
527 17.43 0.17 7.143e-002 0.3452 2.338
528 17.47 0.15 6.303e-002 0.3636 2.173
529 17.5 0.15 6.303e-002 0.3629 2.169
530 17.53 0.14 5.882e-002 0.3728 2.08
531 17.57 0.15 6.303e-002 0.3615 2.161
532 17.6 0.14 5.882e-002 0.3714 2.072
533 17.63 0.15 6.303e-002 0.3603 2.153
534 17.67 0.15 6.303e-002 0.3594 2.148
535 17.7 0.15 6.303e-002 0.3588 2.145
536 17.73 0.15 6.303e-002 0.3582 2.141
537 17.77 0.14 5.882e-002 0.3678 2.052
538 17.8 0.15 6.303e-002 0.3568 2.133
539 17.83 0.14 5.882e-002 0.3666 2.045
540 17.87 0.14 5.882e-002 0.3658 2.04
541 17.9 0.14 5.882e-002 0.3651 2.037
Arithmetic Means:
Hydraulic Conductivity 0.3339 feet/day
Transmissivity 10.02 ft2/day
Geometric Means:
Hydraulic Conductivity 0.3328 feet/day
Transmissivity 9.983 ft2/day
Sensitivity Analysis:
Appendix D
ACOE Notification of Jurisdictional Determination