19930273 Ver 1_Complete File_19991201

ANNUAL REPORT FOR 1998
Mallard Creek Mitigation Site
Mecklenburg County
Project # 8.U670123
TIP #R-211
Prepared By:
Natural Systems Unit
Planning and Environmental Branch
North Carolina Department of Transportation
December 1996
TABLE OF CONTENTS
1.0 INTRODUCTION .......................................................................................1
1.1 Project Description .........................................................................1
1.2 Purpose ..........................................................................................1
1.3 Project History ....................................................................1
2.0 HYDROLOGY ...........................................................................................3
2.1 Success Criteria .............................................................................3
2.2 Hydrologic Description ...................................................................3
2.3 Results of Hydrologic Monitoring ...................................................3
2.3.1 Site Data .................................................................
3
2.3.2 Climatic Data ............................................................
4
2.4 Conclusions ......................................................................4
3.0 VEGETATION ...........................................................................................6
3.1 Success Criteria .............................................................................6
3.2 Description of Species ..............................................
3.3 Results of Vegetation Monitoring ..................................................6
3.4 Conclusions ......................................................................7
4.0 OVERALL CONCLUSIONS/ RECOMMENDATIONS ..............................8
TABLES
TABLE 1 - HYDROLOGIC MONITORING RESULTS .......................................4
TABLE 2 - VEGETATION MONITORING RESULTS ..................................6
FIGURES
FIGURE 1 - SITE LOCATION MAP .....................................................................2
FIGURE 2 - 30-70 PERCENTILE GRAPH .................................................5
APPENDICES
APPENDIX A - DEPTH TO GROUNDWATER CHARTS ......................................9
APPENDIX B - SITE PHOTOS ...........................................................................20
APPENDIX C - MONITORING PARTNERING MEETING MINUTES ...............22
1.0 INTRODUCTION
1.1 Project Description
The Mallard Creek Mitigation Site consists of two sites which encompass
approximately 10 acres. Located in Mecklenburg County, it is situated on the
east side of the intersection of SR 2833 (Mallard Creek Church Road) and US 29
(Figure 1). The two sites mitigate for bottomland hardwood impacts associated
with the Charlotte Outer Loop (R-211 DA).
The site was initially constructed in 1994. However, due to both hydrologic and
vegetation problems, NCDOT agreed to remediate the site. Remediation
occurred in a series of three steps during 1997 and 1998.
1.2 Purpose
In order to demonstrate successful mitigation, hydrologic and vegetative
monitoring must be conducted for a minimum of three years. Because of
remediation activities, 1998 is considered the first year of both hydrologic and
vegetative monitoring for the site. The following report details the results of
hydrologic and vegetative monitoring during 1998 at the Mallard Creek Mitigation
Site. - Included is analysis of data on the site itself as well as local climate
conditions during the growing season.
1.3 Project History
October 1994
February 1995
September 1995
September 1996
October 1997
February 1998
March 1998
March 1998
May 1998
May- November 1998
September 1998
Site 1 & 2: Grading Construction
Site 2: Planted; Site 1: No planting (Standing Water)
Vegetation Monitoring (1 yr.)
Vegetation Monitoring (2yr.)
Site 1 & 2: Re-mediation: Grading Construction
Site 2: Boardwalk Construction
Site 1: Under-drain installed at Sewer line
Re-Planting of Site 1 & 2
Monitoring Wells Installed
Hydrologic Monitoring
Vegetation Monitoring (1 yr.)
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2.0 HYDROLOGY
2.1 Success Criteria
In accordance with federal guidelines for wetland mitigation, the success criteria
for hydrology states that the area must be inundated or saturated (within 12" of
the surface) by surface or ground water for at least a consecutive 12.5% of the
growing season. Areas inundated less than 5% of the growing season are
always classified as non-wetlands. Areas inundated between 5% - 12.5% of the
growing season can be classified as wetlands depending upon factors such as
the presence of hydrophytic vegetation and hydric soils.
The growing season in Mecklenburg County begins March 22 and ends
November 11. These dates correspond to a 50% probability that temperatures
will drop to 28° F or lower after March 22 and before November 11.' The growing
season is 233 days; therefore optimum hydrology requires 12.5% of this season,
or at least 29 consecutive days. Also, local climate must represent average
conditions for the area.
2.2 Hydrologic Description
The site was monitored for hydrology during 1996 and 1997 in order to establish
the proper grading for the site. The monitoring wells were removed prior to
construction in 1997. In May of 1998, nine monitoring wells, one rain gauge, and
one surface water gauge were installed on the site. The automatic monitoring
wells and rain gauges record daily readings of both depth to groundwater and
rainfall, respectively. Because the wells were installed in May, the hydrologic
data fails to incorporate the early part of the growing season, typically considered
the "wettest" part of the growing season.
Appendix A contains a plot of the groundwater depth for each monitoring well.
Data determined to be erroneous was omitted; therefore, some gaps appear in
the plots. Precipitation events are included on each graph as bars.
2.3 Results of Hydrologic Monitoring
2.3.1 Site Data
The maximum number of consecutive days that the groundwater was within
twelve inches of the surface was determined for each well. This number was
converted into a percentage of the 233 day growing season. The results are
presented in Table 1. The results represent data collected since May 1998.
' Soil Conservation Service, Soil Survey of Mecklenburg County, North Carolina, p.61.
3
Table 1
HYDROLOGIC MONITORING RESULTS
Monitoring
Well < 5% 5%-8% 8%-12.5% > 12.5% Actual %
MW -1 ? 1.7
MW-2 ? 9.4
MW-3 ? 6.9
MW-4 ? 0.9
MW-5 ? 1.7
MW-6 ? 8.6
MW-7 ? 8.2
MW 18 ? 4.3
MW-9 ? 0.9
The surface gauge on site has registered no appreciable surface water
throughout most of the growing season.
2.3.2 Climatic Data
Figure 2 is a comparison of 1998 monthly rainfall to historical precipitation for the
area. The two lines represent the 30th and 70th percentiles of monthly
precipitation for the Charlotte area. These percentiles represent monthly rainfall
data collected from 1948 to 1996. The bars are the monthly rainfall totals for
1998. The data was collected from a National Climatic Data Center rain gauge
in - Charlotte; because of data availability, the 1998 rainfall encompasses
precipitation through September. The 1999 annual monitoring report will include
a 30-70 percentile graph with the monthly rainfall from the winter of 1998.
With the exceptions of January and April, the precipitation in 1998 reflected
average or below average rainfall. This was especially true in the summer
months.
2.4 Conclusions
The site has not yet shown optimum wetland hydrology. However, several of the
wells indicate "marginal" wetland tendencies, achieving saturated or inundated
conditions for at least a 5% consecutive period during the growing season. It
should be mentioned that the "wettest" part of the growing season was not
monitored due to a delay in well installations.
Hydrologic monitoring should continue into 1999. Hydrologic data for an entire
growing season would then be evaluated.
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3.0 VEGETATION
3.1 Success Criteria
Success Criteria states that there must be a minimum of 320 trees per acre
surviving for three consecutive years.
3.2 Description of Species
The following tree species were replanted in the Wetland Creation Area:
Fraxinus pennsylvanica, Green Ash
Nyssa sylvatica, Blackgum
Quercus lyrata, Overcup Oak
Quercus nigra, Water Oak
3.3 Results of Vegetation Monitoring (1 year)
Table 2
VEGETATION MONITORING RESULTS
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1 8 1 4 1 14 31 307
2 4 3 10 10 27 27 680
3 7 13 20 35 389
4 16 3 11 1 31 31 680
5 9 8 32 38 573
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DENSITY 501
AV
E.RVAGE
Heavy grass and sedge competition mitigation area #1. Seedlings are shaded,
however continue to grow, as can be seen in plots 5 & 6. There were also a few
cottonwood and sycamore trees volunteering in plots 3, 4, & 5.
6
3.4 Conclusions
Approximately 10 acres of this site was re-graded in the Fall, 1997. The total site
is made up of two wetland mitigation areas. Wetland Mitigation Area #1 is a 2.80
acre site located in the southwest quadrant of the intersection of SR 2833 and
Mallard Creek, while the remaining 7.20 acres is located directly across SR 2833
in the northwest quadrant. There were 6 vegetation monitoring plots established
throughout the planting areas, 2 plots in mitigation area #1 and 4 plots in
mitigation are #2. Based on the results of the stem counts for the one year
monitoring period, we obtained an average tree density of 501 trees per acre.
This average is above the minimum success criteria of 320 trees/ acre.
7
4.0 OVERALL CONCLUSIONS/ RECOMMENDATIONS
Hydrologic data represents only a partial growing season; the wettest part of
the season is not included in the data. It is hoped that an entire set of
hydrologic monitoring data for 1999 will show more favorable results.
• Vegetation monitoring has revealed initially successful results. Vegetation
monitoring will also continue in 1999.
APPENDIX A
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APPENDIX B
SITE PHOTOS
20
Mallard Creek

APPENDIX C
MONITORING PARTNERING MEETING MINUTES
22
e • ?STAIZ
STATE OF NopTH CAROLINA
DEPAPUMENT OF TRANSPORTATION
JAMES B. HUNT JR. P.O. BOX 25201, RALEIGH. N.C. 27611-5201 E. NORrus TOLSON
GOVERNOR SECRETARY
December 4, 1998
Dr. G. Wayne Wright, Chief
Regulatory Branch
U.S. Army Corps of Engineers
Post Office Box 1890
Wilmington, North Carolina 28402
Dear Wayne:
Re: NCDOT/Resource Agency Partnering Meeting - Monitoring Guidelines
A meeting was held on July 22, 1998 in the NCDOT Photogrammetrv Conference
Room in Raleigh to discuss monitoring guidelines for the 1998 Annual Monitoring
Reports. Please find attached a list of those in attendance and the meeting agenda.
Following introductions, Charles Bruton described the purpose of the meeting and
opened the floor to David Franklin for any opening comments. David said he looked
forward to resolving any previous discrepancies in the 1997 Annual Monitoring Reports
and discussing ways to better present monitoring results in this year's monitoring reports.
Phil Harris moderated the meeting.
HYDROLOGIC MONITORING
NCDOT and the Corps agreed wetland mitigation sites must meet the guideline
for hydrology (1987 Manual) using consecutive days and not cumulative days of the
locally designated growing season. Wetland hydrology criteria in the 1987 Manual notes
that a site must be seasonally inundated or saturated (within 12 inches of the surface)
greater than 12.5 percent of the local growing season. NCDOT will re-evaluate the 1997
monitoring data to reflect consecutive days rather than cumulative days of the growin,,
season.
Regarding monitoring well data, David wants to see compliance is met and that
the sites are working. Phil noted that NCDOT is taking a close look at recurring
problems associated with monitoring well installation and maintenance. In cases where
hydrology was failing for a particular site, NCDOT would be unable to remediate the site
until the following year due to seasonal constraints and the necessity to collect specific
hydrographic information. In discussing what was considered to be hydrologic success,
M

David Franklin said the 1987 Manual was the official guideline. However, he went on to
suggest that the Corps would be interested to see a more detailed breakdown of the well
data and would not be opposed to hydrologic success based on a longer monitoring
period with less than a 12.5 % success criteria. He also mentioned well data that falls
below the 12 inch threshold may also be examined as a special case. Mike Bell suggested
site remediation should occur now rather than waiting until December. NCDOT, in
coordination with the Corps, will identify unsuccessful sites and work together to
determine how the site is failing and the best remediation techniques to implement.
VEGETATION MONITORING ISSUES
Due to NCDOT's demand for hardwood seedlings there is a shortage of seedlings
this year and there was none available for remediation efforts. There is a minimum one
year lead time for ordering seedlings. In a situation on a site where the well data is good
but the vegetation is not successful the Corps stated they would review it on a site by site
basis. In cases of remediation, Charles said it was almost impossible to grade and plant a
site before the winter deadline.
Randy Wise requested an extension of the August/September time period to
obtain the vegetation monitoring data for the sites. After discussing this issue, it was
agreed that the marsh sites would be evaluated in August and the hardwood sites could be
evaluated as late as October and November before leaf drop. The NCDOT will send a
"blanket" letter to the Corps to modify all permits to reflect the revised vegetation
monitoring period. Phil mentioned that although there would be an extension of the
monitoring period for vegetation, monitoring reports would continue to be completed and
distributed by the end of December. Randy said they often perform random site visits
throughout the year to see how vegetation is performing and would perform supplemental
planting if noted early enough in the growing season.
Ken Jolly asked who was responsible for downloading wells and did they look at
vegetation. Beth Smyre said the Geotechnical Unit downloaded well data and notified
her of any vegetation issues. The Corps requested that proposed remediation for
hydrology and vegetation be included in monitoring reports. NCDOT and the Corps will
coordinate any remediation measures. Randy expressed their commitment to remediate
vegetation as soon as possible.
. The discussion turned toward planted versus volunteer species. The Corps does
not want to see volunteer species included in survival rate calculations for planted
species. Randy noted the survival rate is set at 50% or higher. David wanted to make
sure that the sites meet the target species requirement in stems per acre, not a percentage
(except for older sites set up for percentage). David also wanted to see the distribution of
species planted and volunteer. Randy said it is often difficult to identify certain species
during the first two years (several oak species often look alike as saplings). Generally it
is easier to differentiate the species by the third year. The Corps wanted to know if there
was a way to identify the planted species at planting. However, the planting procedure is
3
so labor intensive now it would make it impossible to do so. The 50 foot by 50 foot
monitoring plots are chosen and staked in the field after planting has occurred. The
Corps wants NCDOT to note the unwanted volunteer species and to identify possible
remediation to make sure these species do not dominate the site. The NCDOT and the
Corps agreed that the distribution of species is such that no species dominates more than
20 % of the distribution. Red maple and sweet gum are generally not to be planted to
insure good numbers of target species.
HYDROLOGIC SUCCESS CRITERIA
The incorporation of reference systems in determining success was discussed.
David concluded that if a particular site failed under the 1987 Manual guidelines, then
NCDOT had the option of comparing site parameters to reference site parameters in
determining success. The purpose of reference systems was to allow NCDOT a second
option in achieving success. The determination of a reference system with its success
criteria would need to be addressed in the mitigation plan. The use of the
hydrogeomorphic system (HGM) was also discussed. The Corps is not going to use
HGM as a reference system, but will probably look at it as a tool. There are no guidelines
out yet on HGM.
The use of 20-80 versus 30-70 probability graphs, as defined by WETS. was
discussed. These graphs compare the specific year rain data to the historical data for the
mitigation site area. The NRCS and WETS use the 30-70 probability graphs and
NCDOT would like to use these as well. It was decided to use the 30-70 information and
to go to the nearest gage station as long as the source was cited. David determined that if
a site's hydrology performs at 12.5%, then hydrologic success has been achieved. If a
site performs in the 5% to 12.5% range, then there is "marginal" hydrologic success. If
this trend continues, then the entire success criteria for the site will be reviewed.
The target percentage for hydrological success should be included in the permit
and shown in the mitigation plan. The Corps will be willing to negotiate on the success
of the site, but include adequate information in the permit and the mitigation plan.
Charles Bruton suggested placing monitoring wells in the impacted wetland areas
to assess and compare to mitigation areas. David wanted to insure that the best
mitigation site attainable is created. David also asked that well performance be broken
out in the report.
An interim report was given on Mud Creek. It was noted that wells placed in the
reference wetland and wells placed in the created wetland were an inappropriate method
to determine hydrologic success because the difference in soil type, hydrology, and cover
type.
Mike Bell discussed results of a workshop he attended on monitoring wells. He
also discussed the use of piezometers.
There was no further discussion and the meeting adjourned. Please advise if you
have any questions regarding the meeting, minutes, or agenda.
Sincerely,
, -,L ? (mac
V
V. Charles Bruton, Ph.D.
Assistant Branch Manager
Planning and Environmental Branch
VCB/el
Attachments
July'--', 1998-9;30 @ Century Center in Photographic Conference Room
NCDOT/Resource Agency Partnering Meeting to Discuss Monitoring Issues
AGENDA
Introductions
Purpose & Goals of Meeting
Standardize the monitoring reports
flycb•olugic Monitoring
Consecutive vs. Cumulative days
Data interpretation
t "egetution A,fonitor•ing issue
Planted vs. Voluntary plant-
Monitoring iimelrame
Success Criteria
Geographical considerations
Reference systems
monitoring Report Presentation
Text
Figures to be included
Tables
Photographs
Submittal dates
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ANNUAL REPORT FOR 1999
Mallard Creek Mitigation Site
Mecklenburg County
Project # B.U670123
TIP # R-211
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Prepared By:
Natural Systems Unit &
Roadside Environmental Unit
North Carolina Department of Transportation
December 1999
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1999 HYDROLOGIC RESULTS
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34
Photo l: From SR 2833 looking Northeast
.photo 2: At P2 looking North
Photo 3: At P3 looking South
Photo 4: At P4 looking Southwest
rnoto 6: At P6 looking Northeast
Photo 5: At P5 looking Southwest
TABLE OF CONTENTS
SUMMARY ..........................................................................................1
1.0 INTRODUCTION .......................................................................................2
1.1 Project Description ..........................................................................2
1.2 Purpose ..........................................................................................2
1.3 Project History ....................................................................4
2.0 HYDROLOGY ...........................................................................................5
2.1 Success Criteria .............................................................................5
2.2 Hydrologic Description ...................................................................5
2.3 Results of Hydrologic Monitoring ...................................................5
2.3.1 Site Data ............................................................... .5
2.3.2 Climatic Data .............................................. ...........7
2.4 Conclusions ................................:...................................10
3.0 VEGETATION .........................................................................................11
3.1 Success Criteria ...........................................................................11
3.2 Description of Species .................................................
3.3 Results of Vegetation Monitoring ......:.........................................11
3.4 Conclusions .....................................................................12
4.0 OVERALL CONCLUSIONS/ RECOMMENDATIONS .............................13
TABLES
TABLE 1 - HYDROLOGIC MONITORING RESULTS .......................................7
TABLE 2 - VEGETATION MONITORING RESULTS .................................11
FIGURES
FIGURE 1 - SITE LOCATION MAP .....................................................................3
FIGURE 2 - MONITORING WELL LOCATION MAP ....................................6
FIGURE 3 -1999 HYDROLOGIC MONITORING RESULTS .........................8
FIGURE 4 - 30-70 PERCENTILE GRAPH .................................................9
APPENDICES
APPENDIX A - DEPTH TO GROUNDWATER PLOTS ......................................14
APPENDIX B - SITE PHOTOS ...........................................................................25
SUMMARY
The following report summarizes the monitoring activities that have occurred in
the past year at the Mallard Creek Mitigation Site. This site was originally
constructed in 1994 and underwent remediation in 1997. Monitoring activities in
1999 represent the second year of monitoring following the remediation. The
site must demonstrate both hydrologic and vegetation success for a minimum of
three years.
The Mallard Creek site is divided into two smaller sites. Site 1 is the smaller of
the two, containing three monitoring wells, one surface gauge, and two
vegetation plots.
The second site contains six monitoring wells and four vegetation plots. This
portion, located across Mallard Creek Church Road from Site 1, is at a slightly
higher elevation than its counterpart.
One major change in the hydrologic monitoring process is the use of local
weather station rainfall data for the site analysis. The daily rainfall on the well
data graphs is recorded at a Charlotte rain gauge, maintained by the NC State
Climate Office. This data is being used because past the existing on-site rainfall
gauges have proven unreliable. These site gauges will be replaced with more
reliable equipment prior to the start of the 2000 growing season.
Hydrologic monitoring indicated that site 1 has met success criteria; the site was
completely inundated for most of the growing season. Site 2 only showed
saturation for over 12.5% of the growing season at 2 of the 6 wells, due largely
to a large storm in mid-October that dumped 4.3 inches of rain in Charlotte in two
days. Vegetation monitoring yielded a successful stem count in 5 of 6 planting
transects.
Based on the monitoring results from the 1999 growing season, NCDOT
recommends that monitoring continue.
1
1.0 INTRODUCTION
1.1 Project Description
The Mallard Creek Mitigation Site, located in Mecklenburg County, consists of
two separate wetland sites. Both are situated along SR 2833 (Mallard Creek
Church Road), just east of US 29 (Figure 1). The two sites mitigate for wetland
impacts associated with the Charlotte Outer Loop (R-211 DA).
Both sites, totaling 10 acres in size, consist of the creation and restoration of a
bottomland hardwood forest. The sites were initially constructed and planted in
1994; however, hydrologic and vegetation problems forced remediation in 1997.
Remediation activities involved grading both sites to more accurately reflect
groundwater profiles.
The site was developed in cooperation with Mecklenburg County. As a result of
this partnership, the county will incorporate the mitigation sites into a greenway
plan for the area. A boardwalk has been constructed on Site 2 as part of the
Mecklenburg County Parks and Recreation system. An additional section of
boardwalk will be constructed adjacent to Site 1 when Mallard Creek Church
Road is widened; this project is slated for 2001.
1.2 Purpose
In order to demonstrate successful mitigation, hydrologic and vegetative
monitoring must be conducted for a minimum of three consecutive years.
Success criteria are based, on federal guidelines for wetland mitigation. These
guidelines stipulate criteria for both hydrologic conditions and vegetation survival.
The following report details the results of hydrologic and vegetative monitoring
during 1999 at the Mallard Creek Mitigation Site.
Activities in 1999 reflect the second year of monitoring following the remediation
efforts in 1997. The site did not meet jurisdictional hydrologic success in 1998;
however, vegetation monitoring revealed an average tree density well above the
minimum requirement. Included in this report are analyses of both hydrologic
and vegetative monitoring results as well as local climate conditions throughout
the growing season.
2
1.3 Project History
October 1994
February 1995
September 1995
March- November 1996
September 1996
October 1997
February 1998
March 1998
May 1998
May- November 1998
September 1998
May- November 1999
September 1999
Site 1&2: Grading Construction
Site 2: Planted, Site 1: No planting
Vegetation Monitoring (1yr)
Hydrologic Monitoring
Vegetation Monitoring (2 yr)
Site 1&2: Remediation, Grading Construction
Site 2: Boardwalk Construction
Tree Planting: Site 1&2
Monitoring Wells Installed
Hydrologic Monitoring
Vegetation Monitoring (1 yr)
Hydrologic Monitoring
Vegetation Monitoring (2 yr)
4
2.0 HYDROLOGY
2.1 Success Criteria
In accordance with federal guidelines for wetland mitigation, the success criteria
for hydrology states that the area must be inundated or saturated (within 12" of
the surface) by surface or groundwater for at least a consecutive 12.5% of the
growing season. Area inundated for less than 5% of the growing season are
always classified as non-wetlands. Areas inundated between 5% - 12.5% of the
growing season can be classified as wetlands depending upon factors such as
the presence of wetland vegetation and hydric soils.
The growing season in Mecklenburg County begins March 22 and ends
November 11. These dates correspond to a 50% probability that temperatures
will drop to 280F or lower after March 22 and before November 11.' The growing
season is 235 days; therefore, optimum hydrology requires 12.5% of this season,
or at least 29 consecutive days. Local climate must also represent average
conditions for the area.
2.2 Hydrologic Description
In May of 1998, nine monitoring wells, one rain gauge, and one surface water
gauge were installed (Figure 2). The automatic monitoring wells record daily
readings of groundwater depth. Even though 1999 is the second year of
monitoring, it is the first full growing season that the monitoring wells have been
in place.
The Mallard Creek site was designed to receive hydrologic input from both
rainfall and runoff from Mailard Creek Church Road. The hydrologic monitoring
should show the reaction of the groundwater level to specific rainfall events.
2.3 Results of Hydrologic Monitoring
2.3.1 Site Data
The maximum number of consecutive days that the groundwater was within
twelve inches of the surface was determined for each well. This number was
converted into a percentage of the 235 day growing season. The results are
presented in Table 1. Appendix A contains a plot of the groundwater depth for
each monitoring well and the surface water depth recorded by the surface
gauge. The maximum number of consecutive days is noted on each graph.
' Natural Resources Conservation Service, Soil Survey of Mecklenburg County North Carolina,
p.61.
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WELL LOCATION MAP!:
The individual precipitation events, shown on the monitoring well graphs as bars,
represent data collected from a Charlotte weather station. This data was
provided by the NC State Climate Office. The rain gauge that is currently located
on the site will be replaced with a more accurate measuring device prior to the
beginning of the 2000 monitoring season, thus eliminating the need to use
official rainfall information on the monitoring well graphs.
Table 1
HYDROLOGIC MONITORING RESULTS
Monitoring < 5% > 12.5% Actual % Success Dates
Well
Site 1
MW-1 ? 62.1 Mar. 22- Aug. 14
MW-2 ? 100 Mar. 22- Nov. 11
MW-3 ? 27 Mar. 22- May 23
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2.6 Apr. 30- May 4
Oct. 12- Oct. 17
MW-6 ? 13.3 Oct. 12- Nov. 11
MW-7 ? 13.7 Oct. 11-Nov. 11
MW-8
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? 5.2
7.3 Apr. 28- May 9
Oct. 11- Oct. 27
Figure 3 is a graphical representation of the hydrologic monitoring results.
Site 1 continues to meet jurisdictional hydrologic success by showing saturation
for more than a consecutive 12.5% of the growing season. The surface gauge,
which is located on this section, has shown consistent surface water throughout
the growing season.
Site 2 has not shown the same success. Wells 6 and 7 showed saturation for
over 30 days only after large rainfall events in early October saturated the
Charlotte area. All of the wells on this site indicate that the groundwater levels
drop quickly after rainfall.
Specific problems: The battery in monitoring well 4 had problems in the latter
part of the growing season; this battery replaced in October of 1999, but not
before one month's data for that location was lost. The battery in well 5 was
replaced at the end of the growing season due to consistent problems.
2.3.2 Climatic Data
Figure 4 represents an examination of the local climate in comparison with
historical data in order to determine whether 1999 was "average" in terms of
7
climate conditions. The figure compares the rainfall from 1998 and 1999 with
that of historical rainfall (data collected between 1948 and 1996). All rainfall data
was collected from the NC State Climate Office. The graph shows 1999 rainfall
totals through October 1999. Rainfall data for November and December 1999
will be presented in the 2000 Annual Monitoring Report.
Charlotte was not adversely affected by Hurricanes Floyd and Dennis, which hit
the state in September 1999. Rainfall for September was within average limits
for that month. However, a large storm (4.3 inches in two days) in October
pushed that month's total rainfall well above average. February, March, May,
and August were especially dry months.
2.4 Conclusions
1999 represents the first full-growing season that the hydrologic data has been
examined following remediation. Site 1 has exceeded success criteria; the
majority of this site shows surface water for the majority of the growing season.
Site 2 has not shown wetland hydrology; most of the wells indicate rapid
decreases in the groundwater level following rainfall events. Part of this lack of
success could be due to the lack of rainfall in February and March, which is
normally the wettest part of the growing season.
The large rainfall in October enabled part of site 2 to be successful in the last
part of the growing season. However, wells in the back of the site indicated that
despite the extra rain, the water was still draining rapidly, presumably into
Mallard Creek. It should be noted that the wells on site 2 which showed success
(wells 6 and 7) are the same wells that in 1998 indicated the longest saturation
period (> 8% of the growing season).
As was indicated in the 1998 Annual Report, the monitoring of a complete
growing season indicated a higher success rate with the mitigation site.
However, a portion of site 2 is still showing problems.
10
3.0 VEGETATION
3.1 Success Criteria
The Mallard Creek site was replanted in March 1998. The site is monitored in
September/ October of each year for vegetation success. Success criteria states
that there must be a minimum of 320 trees per acre surviving for three
consecutive years.
3.2 Description of Species
The following tree species were replanted in the Wetland Creation Area:
Fraxinus pennsylvanica, Green Ash
Nyssa sylvatica, Blackgum
Quercus liras, Overcup Oak
Quercus nigra, Water Oak
3.3 Results of Vegetation Monitoring (2 year)
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1(BLH) 11 1 4 3 19 31 417
2(BLH) 4 2 10 10 26 27 655
3(BLH) 9 0 12 1 22 35 427
4(BLH) 8 11 8 3 30 31 658
5(BLH) 5 1 11 4 21 38 376
6(BLH) 13 0 2 0 15 36 283
AVERAGE DENSITY 469
The average tree density for each plot is calculated by the following formula:
Density (trees/acre) = # Stems Counted x 680 (stems per acre)
# Stems Planted
11
Notes from report: Plot 1 - Volunteer green ash, black willow, cottonwood; Plot 2
- Lespedeza and bidens present, some bare soil areas; Plots 3-4 - various
grasses present, lespedeza and bidens, some deer browsel, 4" standing water in
Plot 6. General notes: volunteer cottonwoods throughout, standing water
between Plots 5 and 6; Heavy grass and sedge competition mitigation area #1;
rushes present also some juncus and volunteer cottonwood.
3.4 Conclusions
Approximately 10 acres of this site was re-graded in Fall, 1997. The total site is
made up of two wetland mitigation areas. Wetland Mitigation Area #1 is a 2.80
acre site located in the southwest quadrant of the intersection of SR 2833 and
Mallard Creek, while the remaining 7.20 acres is located directly across SR 2833
in the northwest quadrant. Six vegetation monitoring plots were established
throughout the planting areas: 2 plots in mitigation area #1 and 4 plots in
mitigation are #2. Based on the results of the stem counts for the two year
monitoring period, we obtained an average tree density of 469 trees per acre.
This average for the site as a whole is above the minimum success criteria of
320 trees/ acre; however, plot six yielded a density of only 283 trees per acre.
12
4.0 OVERALL CONCLUSIONS/ RECOMMENDATIONS
Site 1 has shown excellent hydrologic results. There are several reasons for the
possible success, including its lower elevation and its easier susceptibility to
runoff from Mallard Creek Church Road.
Site 2 has been less than successful, despite the fact that several months during
the growing season had total rainfalls above the average range. Many of the
wells on site 2 indicate that the groundwater level rises and falls rapidly after
rainfall events.
All but one of the vegetation monitoring plots has indicated an average tree
density of over 320 trees per acre. It is anticipated that vegetation success will
be met after an additional year of monitoring.
NCDOT will continue to monitor the site for both hydrologic and vegetation
success.
13
APPENDIX A
DEPTH TO GROUNDWATER PLOTS
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Item Status
Title page - --- - - --- -- --
Summa
Table of Contents

- - ---- - ---- --- - -
eport Draft
Monitoring well data
Vegetation data _ --- --
Climate analysis
---
Well-location map
Vegetation plot map
Well result
grs-r.,°;
Location map
rl ?
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------
Conclusions/ Recommendations
Site Photos t 1 /i
-----
-
Any other inclusions: -

1??Qaxc?1.
'± Copt" nudd
Wetland Mitigation Site Evaluations: Information Table
NC Division of Water Quality
March 8, 2007: Draft Version 4.3 (form produced via database report)

Evaluator's name( Evaluator's Agency: IA?
Date of Office Review: Date of Field Review.
Other individuals/agencies present:
Weather conditions (today & recent):
Directions to Site:
I nffirnc Paviaw Infnrmatinn-
401 Permit Number:
Site Name: C'& (I
County(ies): t..f-yLLt JLkf1V>4- r-C1_,
Basin & Subbasin: d
Nearest Stream / WQ class: Mitigator Type.
Total Mitigation on Site
Wetland: i O cLC.
Stream:
Buffer:
Project Type and Size: I p ac . ? 1--. C t l? 3Y 7
Location on Site:
Goals of Mitigation (wetland type(s), details): Project History:
Event Date
?L,vA
Year of monitoring:
Approved Mitigation plan available? Yes No
Problem areas identified in reports? Yes No
Problem areas addressed on site? Yes No
- Prior to site visit, note dominant species ana monitoring report success results in appropriate areas or
Section II.
- During site visit, document both representative conditions and areas of concern. Label and attach
photos to this report.
- Additional information found during office review and/or to be obtained during site visit:
n nntn rannrtarl frnm vita visit
"fn0
)*4/-
HYDROLOGY - Approved Success criteria: ??.
??-u.
en -Wetland Hydrology ndicators:
?.? O?E -
?Inundated- G
.
`?- ?0 65 ?l? \2.:r .-ooh _
.
Saturated in upper 12 inches
-Monitoring report indicates sdccess? Yes No _ Drift lines
Observational field data agrees? Yes No
c based on mitigation plan? Yes No _ Drainage patterns in wetlands
_ Sediment deposits
based on wetland type Yes No Water marks
List any remaining hydrology issues to address (e.g. remaining ditches, excessive water, etc.):
c)b 2
O% A_

Page 1 of 2
Wetland Mitigation Site Evaluations: Information Table
NC Division of Water Quality
V
?44
rJ:

G
SOILS - Approved Success Criteria:
Are soils hydric or becoming hydric? Yes No
List indicators of hydric soils:
?Q
List any remaining soil issues to address (e.g. eros n, upland areas, etc.):
VEGETATION - Approved Success Criteria:
(C plat 3 2D I?lo n eC:? -4e-mS UkV-e Dominant Plant Species (per monitoring report)
Species Storv TPA or % cover
M
n
t
o
i
oring report indicates success? Yes No
Observational field data agrees? Yes No
IS
based on community composition? Yes No _?44??nu0cL-A:7_f CA-,a ?
}
based on TPA and/or % cover? Yes No
V getation planted on site? Yes No
°? ?k ?? 2
etation growing successfully? Yes No r

Average trees per acre for-entire site: LtaJ &
Specific vegetation plots or site locations with little to no vegetation:

Estimated acreage or site percentage of unvegetated areas: v r v ?r\. '_ye?
Invasive species on site (species, location(s), and % cover): Ci e,fe ?cU?,,n.r.
List any remaining vegetation issues to address (e.g. plant survival, concerns, etc.):
C'V
NCWAM - Approved Success Criteria: NCWAM Wetland Type on Site:
_ Coastal
_ Riverine
Monitoring report indicates success? Yes No - Riparian
Observational field data agrees? Yes No _ Non-riparian (wetter)
Attach NCWAM analysis results to this report. Non-riparian (drier)
List any remaining NCWAM issues to address (e.g. functionality, developing wetland type, etc.):

MITIGATION SUCCESS:
Compared to the mitigation plan, this project is: successful partially successful not successful
List specific reasons for lack of success for this project:
Additional Comments (e.g. DWQ follow-up actions, recommendations, etc.):
Page 2 of 2
?'K)

k c -mni .
h?R
Wetland Mitigation Monitoring Report Evaluations: Information Table
NC Division of Water Quality
March 29, 2007. Version 1.1

Evaluator's Name( 1 "rrl ? `l i ,` \ \ Date of Office Review: M
Report Prepared by: Date of Report: 1
Monitorin Repo for Year•
1. Office Review Information: ?d?4 L C?E'ae`5
DWQ 401 Number:
Site Name:
County(ies):
Basin & Subbasin:
Nearest Stream WQ : Mitigator: EEP Private Mit. Bank Other
Total Mitigation on Site
Wetland: 10 Q G
Stream:
Buffer:
Project Type & Size: p2.? C0 QC Loaeo f C? f?e? m
Location on Site:` - C,L
Goal(s) of Mitigation (wetland type(s) & details): Project History:
Event Date
L6 4 C) qq
G_ 'r-,, `

Monitoring Clock Start Date:
Approved Mitigation plan available? Yes No
Problem areas identified in reports? Yes No *Add significant project-related events that occurred
Problem areas addressed on site? Yes No this year: construction, planting, grading, etc.*
11. Success Criteria Evaluation:
¦ Note dominant species & other success-related information in the appropriate sections.
¦ Assess trends over time (i.e. compare with previous years' results) and correlate between
hydrology, vegetation, and soils.
¦ Verify presence of site maps detailing different wetland types, problem areas, monitoring and photo
point locations.
HYDROLOGY - Approved Success Criteria: Wetland Hydrology Indicators:

Inundated
Saturated in upper 12 inches for appropriate
p ?? ?1
MonA ng-report indicates suc ass? Yes No % of growing season
c, based on mitigation plan? Yes No
V based on wetland type? Yes No Max period of inundation/saturation:
met for entire project Yes No days = % of growing season
Monitoring wells: _ Comparison with reference wetland (esp.
functioning properly? Yes No during years with abnormal precipitation)
data in tabular & ra hic form? Yes No
List any remaining hydrology issues to address (e.g. excessive water, upland plant species, etc.):
r 164--)
Page 1 of 2
Wetland Mitigation Monitoring Report Evaluations: Information Table
NC Division of Water Quality
LS - Approved Success Criteria:

Are soils hydric or becoming hydric? Yes No
Indicators of hydric soils:
List any remaining soil issues to address (e.g. erosion, upland areas, etc.):
VEGETATION - Approved Success Criteria:
U lot5? 3?p ?,?? hv?
Sampling date(s):
iitoring report indicates success? Yes No
based on community composition? Yes No
based on TPA and/or % cover? Yes No
i C._c"j
Suppfemental planting this year? Yes No
Dominant Plant Species (per report)
Species Story TPA or % cover
yols
Su,ee + q , V--sx e t der v-& n"--
Planting date(s): n v-t cv
Vegetation growing successfully? Yes No I Average trees
Specific vegetation plots or site locations with little to no vegetation:
acre for proiecl
Estimated acreage or site percentage of unvegetated areas:
Invasive species on site (species, location(s), % cover, and control measures):
List any remaining vegetation issues to address (e.g. plant survival, concerns, etc):
NCWAM - Approved Success Criteria: NCWAM Wetland Type on Site:
_ Coastal
_ Riverine
Monitoring report indicates success? Yes No - Riparian
- Non-riparian (wetter)
Attach NCWAM analysis results to this report. - Non-riparian (drier)
List any remaining NCWAM issues to address (e.g. functionality, developing wetland type, etc.):
MITIGATION SUCCESS:
Compared to the mitigation plan, the site is: successful partially successful not successful
List specific reasons for any lack of success for this site:
Additional Comments (e.g. DWQ follow-up actions, recommendations, etc.):
Schedule Site Visit? Yes No
Page 2 of 2

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{,i /I? (t ??-? ??+ ?_•,'4, #r? Mallard Creek Wetland
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Project No.
944 ID I Figure I -Vicinity Map
Mallard Creek-
u'
Project Mgr.: bb,
?R Wetland Mitigation Site ? Soil dsF.nvironmentalConaultants, T'A
11010 Ra, Ridge Ru • RW.4I NG 2761<
NCEEP Year 8 of 5 919;8465900•(919)8469467 }/!d
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5cale: Mecklenburg County, NC l ?,??????ll.?? ,000'
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112/08/05 tlarn5burg Quadrangle
1.0 INTRODUCTION
1.1 PROJECT DESCRIPTION
The Mallard Creek Mitigation Site, located in Mecklenburg County, consists of two
separate wetland sites. Both are situated along SR 2833 (Mallard Creek Church Road),
just east of US 29 (Figure 1). The two sites serve as mitigation for wetland impacts
associated with the Charlotte Outer Loop (R-211 DA, USACE Action I.D. 199200013).
Both sites, totaling 10 acres in size, consist of bottomland hardwood forest restoration
and creation. The sites were initially constructed and planted in 1994; however,
hydrologic and vegetation problems forced remediation in 1997. Remediation activities
involved grading both sites to more accurately reflect groundwater profiles.
The site was developed in cooperation with Mecklenburg County. As a result of this
partnership, the county will incorporate the mitigation sites into a greenway plan for the
area. A boardwalk has been constructed on Site 2 as part of the Mecklenburg County
Parks and Recreation system. An additional section of boardwalk will be constructed
adjacent to Site 1 when Mallard Creek Church Road is widened.
1.2 PURPOSE
In order to demonstrate successful mitigation, hydrologic and vegetative criteria must be
met for a minimum of three consecutive years or until the site is deemed successful.
Success criteria are based on federal guidelines for wetland mitigation. These
guidelines stipulate criteria for both hydrologic conditions and vegetation survival. The
following report details the results of hydrologic and vegetative monitoring during the
2004-year at the Mallard Creek Mitigation Site.
Activities in 2004 reflect the seventh year of monitoring following the remediation efforts
in 1997. Included in this report are analyses of both hydrologic and vegetative
monitoring results.
2.0 HYDROLOGY
2.1 Success Criteria
In accordance with federal guidelines for wetland mitigation, the success criteria for
hydrology state that the area must be inundated or saturated (within 12" of the surface)
by surface or groundwater for at least a consecutive 12.5% of the growing. season.
Areas inundated or saturated for less than 5% of the growing season are always
classified as non-wetlands. Areas inundated or saturated between 5% - 12.5% of the
growing season can be classified as wetlands depending upon factors such as the
presence of wetland vegetation and hydric soils.
The growing season in Mecklenburg County begins March 22 and ends November 11
(235 days). These dates correspond to a 50% probability that temperatures will drop to
280F or lower after March 22 and before November 11.1 Based on the current
guidelines, the optimum hydrology requires 12.5% of this season, or at least 29
consecutive days. Local climate must also represent average conditions for the area.
2.2 HYDROLOGIC DESCRIPTION
In May of 1998, ten groundwater gauges, one rain gauge, and one surface water gauge
were installed at the Mallard Creek Mitigation Sites. The original rain gauge was
replaced on May 4, 2000. In April 2003, one surface gauge was installed on Site 2
(Figure 2). The automatic groundwater gauges record daily readings of groundwater
depth.
The Mallard Creek Site was designed to receive hydrologic input from both rainfall and
runoff from Mallard Creek Church Road. The hydrologic monitoring should show the
reaction of the groundwater level to specific rainfall events. The 2004 data represents
the seventh growing season for hydrologic monitoring following the remediation efforts
in 1997.
Natural Resources Conservation Service, Soil Survey of Mecklenburg Count r, North Carolina, p.61.
5
2.3.2 Climatic Data
Figure 4 is a comparison of 2003 and 2004 monthly rainfall to historical precipitation for
the area. This comparison indicates whether 2004 was "average" in terms of climate
conditions by comparing the rainfall. to that of historical rainfall (data collected between
1973 and 2004). The NC State Climate Office provided all historical data.
For the 2004-year June, July, August and September experienced above average
rainfall. The months of November (03'), January, March, April, and October recorded
below average rainfall for the site. December (03'), February, May, and November
experienced average rainfall. Overall, 2004 experienced an average to above average
rainfall year.
2.4 CONCLUSIONS
For Site 1, all three groundwater-gauges revealed saturation greater than. 12.5% of the
growing season. The surface gauge located on Site 1, revealed periodic inundation
during the growing season.
Hydrologic data at Site 2 indicated that five of the seven monitoring gauges met the
hydrologic success criteria for the seventh year of monitoring. The surface gauge
located on Site 2, revealed periodic inundation during the growing season.
EEP will begin monitoring the hydrology at the Mallard Creek Mitigation Site for the
2005 monitoring year.

Mallard Creek Wetland Restoration
Project No. 239
2006 Monitoring Report: Year 9 of 9
March 2007
Submitted to: NCDENR-EEP
1652 Mail Service Center
Raleigh, NC 27699-1652
Prepared by: Jordan, Jones, and Goulding, Inc.
9101 Southern Pine Blvd., Suite 160
Charlotte, NC 28273
Design Firm: North Carolina Department of Transportation
1 South Wilmington Street
Raleigh, NC 27611
,tea. y
NO
JORDAN
F JONES &
-GOULDING
_f
Table of Contents
EXECUTIVE SUMMARY
SECTION I - PROJECT BACKGROUND
1. Location and Setting ................................................................................................I-1
2. Mitigation Structure and Objectives ........................................................................I-1
3. Project History and Background ..............................................................................I-3
4. Monitoring Plan View ..............................................................................................I-5
SECTION II - PROJECT CONDITION AND MONITORING RESULTS
A. Vegetation Assessment ...................................................................
1. Soil Data ...............................................................................
2. Vegetative Problem Areas ...................................................
3. Vegetative Problem Area Plan View ...................................
4. Stem Counts .........................................................................
5. Vegetation Plot Photos .........................................................
B. Wetland Assessment .......................................................................
1. Problem Areas Plan View (wetland) exhibit .......................
2. Wetland Criteria Attainment ................................................
SECTION III - METHODOLOGY SECTION
List of Tables
Table I - Project Mitigation Structure .........................................................
Table II - Project Activity and Reporting History .......................................
Table III - Project Contacts ...........................................................................
Table IV - Project Background ......................................................................
Table V - Preliminary Soil Data ...................................................................
Table VI- Stem Counts for Planted Species Arranged by Plot .....................
Table VII - Wetland Criteria Attainment .......................................................
................... II-1
................... II- I
................... II-3
................... II-3
................... II-3
................... II-3
................... II-4
................... II-5
................... II-5
........................ I-1
........................ I-4
........................ I-5
........................ I-5
........................ II-1
........................ II-4
........................ II-5
Page ii
Table of Contents
List of Figures
I-
Figure I - Project Location and Watershed Map ........................................................
I-
Figure II - Monitoring Plan View Map ...................................................................
Figure III - Soils Map .....................................................................................II-2
List of Appendices
Appendix A - Vegetation Raw Data
1. Vegetation Survey Data Tables
2. Vegetation Monitoring Plot Photos
3. Problem Areas Plan View
Appendix B - Wetland Raw Data
1. Data Tables for Hydrological Data
2. Precipitation - Water Level Plots for Wells
J Jordan'
Jones R
Goulding
EXECUTIVE SUMMARY
J Jordan
Jones s
Goulding
Executive Summary
The Mallard Creek Mitigation Site is a North Carolina Department of Transportation (NCDOT)
project completed in 1994 and that underwent remediation in 1997. The mitigation site consists
of two wetland sites (1 and 2) that are separated by Mallard Creek Church Road. The project
consists of restoring and creating approximately 10 acres of bottomland hardwood forested
wetland. This repor serves`fts ie 9 and final year of monitoring for the Mallard Creek wetland
restoration site.
The wetland restoration consisted of excavating soil, plugging adjacent drainage ditches, and
planting appropriate bottomland hardwood forest tree species. There are six pre-established
vegetation monitoring plots where stem counts were conducted for planted and transplanted
woody vegetation. These plots are shown on the Monitoring Plan View Map (Figure II). Pre-
established success criteria require a minimum of 320 live stems per acre for three consecutive
years. For the current monitoring year (2006-Year 9), the average density of planted specimens
per acre, 400 per acre, exceeds the established success criteria of 320 planted stems per acre.
Also, the site has satisfied this criterion for three consecutive years which satisfies the vegetation
success goal for the site.
Currently there are 10 groundwater wells and 2 surface water gauges located on the mitigation
site. The wells are comprised of Ecotone WL and Ecotone WM series. In addition there is one
Infinity rain gauge data logger on site. During the initial assessment conducted in March, six of
the original Ecotone WL series gauges were replaced with Ecotone WM series gauges. The
gauges were reinstalled at the previous locations. The gauges were set to begin downloading
data daily starting March 23, 2006. Furthermore, during a monthly site visit, it was determined
that three additional ground water gauges and one surface gauge were malfunctioning. These
gauges were replaced in June 2006 and were reinstalled at the previous locations. The rain
gauge is malfunctioning; however, at this time, it has not been replaced due to the lack of data
logger instruments. Nine of the ten groundwater gauges on site achieved wetland success criteria
of saturation within 12 inches of the surface for 29 consecutive days (12.5% of the growing
season) during the growing season. Well 8 did not meet this criterion; however, this gauge did
experience 24 consecutive days of saturation within 12 inches of the surface.
Overall, the wetland restoration areas appear to be successful in terms of surficial wetland
hydrology, survival of planted specimens, and recruitment of woody specimens and has met
established success criteria.
Mallard Creek Wetland Restoration Project Jordan, Jones, and Goulding, Inc.
Year 9 of 9 Monitoring March 2007
Project No. 239
Jordan
Jones a
Goulding
SECTION I
Project Background
t
Jordan
Jones e
Goulding
SECTION I
Project Background
The background information provided in this report is referenced from the Year 8 Monitoring
Report prepared by Soil and Environmental Consultants.
1. Location and Setting
The Mallard Creek Mitigation Site is a project for the North Carolina Department of
Transportation (NCDOT) completed in 1994 and that underwent remediation in 1997. The
project area is located along Mallard Creek Church Road in Mecklenburg County, North
Carolina (Figure I). The mitigation site is comprised of two sites (Sites 1 and 2) that are
separated by Mallard Creek Church Road. Site 1 is located south of Mallard Creek Church Road
and Site 2 is located north of the road. The wetland restoration is adjacent to Mallard Creek
which is within the Rocky River watershed. The project consists of restoring and creating
approximately ten acres of bottomland hardwood forested wetland. The restoration site is
located within the Charlotte Belt of the Piedmont Physiographic Region.
To access the site from Interstate-85, take Exit 46 onto Mallard Creek Church Road and head
southeast. Continue traveling south on Mallard Creek Church Road and cross US Highway 29.
The site entrance is on the left side of the road immediately before crossing Mallard Creek.
2. Mitigation Structure and Objectives
Originally the site was designed in cooperation with Mecklenburg County, with plans to
incorporate the mitigation sites into a greenway plan for the area. Mecklenburg Parks and
Recreation constructed a boardwalk on Site 2. An additional boardwalk through Site 1 has been
proposed upon completion of the Mallard Creek Church Road widening project. The NCDOT
oversaw project design and implementation in association with the Charlotte Outer Loop.
Table I
Project Mitigation Structure
Se ment/Reach Mitigation Type Acreage Comments
Mitigation for Charlotte Outer
Site 1 Restoration/Creation 2.8 ac
Loop.
Mitigation for Charlotte Outer
Site 2 Restoration/Creation 7.2 ac
Loop.
Mallard Creek Wetland Restoration Project Jordan, Jones, and Goulding, Inc.
Year 9 of 9 Monitoring March 2007
Project No. 239
T t
Page I-3
Project Background
3. Project History and Background
The Mallard Creek site serves as mitigation for wetland impacts associated with the Charlotte
Outer Loop (R-211 DA, USACE Action ID 199200013). The project restored approximately 10
acres of bottomland hardwood forested wetlands. The site was initially built and planted in
1994. After the first two years of monitoring, it was concluded that hydrologic and vegetative
conditions were not suitable. In order to ensure hydrologic success, the site was remediated by
regrading and replanting in 1997. This report serves as the 9th and final year of monitoring.
Tables II and III provide detailed project activity, history and contact information for this project.
Table IV provides more in-depth watershed/site background for the project.
Mallard Creek Wetland Restoration Project Jordan, Jones, and Goulding, Inc.
Year 9 of 9 Monitoring March 2007
Project No. 239
Page I-4
Project Background
Table II
Project Activity and Reporting History
Activity or Report Scheduled
Completion Actual Completion or Delivery
Site 1 & 2: Grading Construction 1994 Oct-94
Site 2 Planted 1995 Feb-95
Year 1 Monitoring 1995 Nov-95
Year 1 Vegetation Monitoring 1995 Sep-95
Year 2 Vegetation Monitoring 1996 Sep-96
Site 1 & 2: Remediation, Grading
Construction 1997 Oct-97
Boardwalk Construction 1998 Feb-98
Site 1 & 2: Tree Planting 1998 Feb-98
Gauges Installed 1998 May-98
Initial-Year 1 Monitoring 1998 Nov-98
Year 1 Vegetation Monitoring 1998 Sep-98
Year 2 Monitoring 1999 Nov-99
Year 2 Vegetation Monitoring 1999 Sep-99
Year 3 Monitoring 2000 Nov-00
Year 3 Vegetation Monitoring 2000 Sep-00
Water Main Fixed Adjacent to Site 1 2000 Dec-00
Year 4 Monitoring 2001 Nov-01
Year 4 Vegetation Monitoring 2001 Jun-O1
Year 5 Monitoring 2002 Nov-02
Year 5 Vegetation Monitoring 2002 Aug-02
Year 6 Monitoring 2003 Nov-03
Year 6 Vegetation Monitoring 2003 Oct-03
Year 7 Monitoring 2004 Nov-04
Year 7 Vegetation Monitoring 2004 Aug-04
Year 8 Monitoring 2005 Nov-05
Year 8 Vegetation Monitoring 2005 May-05
Year 9 Initial Assessment - 6 gauges replaced Mar-2006 Mar-06
Year 9 Problem Area Plan View May-2006 May-2006
Year 9 Initial Vegetation Monitoring NA May-2006
Year 9 Four gauges replaced NA June-06
Year 9 Vegetation Monitoring Sept-2006 Sept-2006
Year 9 Draft report Dec-2006 Nov-06
Mallard Creek Wetland Restoration Project Jordan, Jones, and Goulding, Inc.
Year 9 of 9 Monitoring March 2007
Project No. 239
Page I-5
Project Background
Table III
Project Contacts
Mallard' Creek/Project No. 239
NCDOT
Designer 1 South Wilmington Street
Raleigh NC, 27611
Jordan, Jones, and Goulding, Inc.
Monitoring Performers 9101 Southern Pine Blvd., Suite 160
Charlotte, NC 28273
Vegetation Monitoring, POC Dan Rice, 678-333-0457
Table IV
Project Background
Mallard Creek/ProjectNo. 239
Project County Mecklenburg County, North Carolina
Ph sio ra hic Region Piedmont
Ecore ion Charlotte Belt
Cowardin Classification Palustrine
Dominant soil types Monacan, Enon, Wilkes
USGS HUC for Project 03050103
An portion of an project segment 303d list? No
An portion of an project segment upstream of a 303d listed segment? No
Reason for 303d listing or stressor? N/A
% of project easement fenced? 0%
4. Monitoring Plan View
The monitoring plan view map (Figure II) illustrates the location of vegetation plots,
groundwater wells, surface gauges, rain gauge and photo points. There are two vegetation
monitoring plots located within Site 1 and four plots in Site 2 for a total of six vegetation
monitoring plots. There are three groundwater monitoring gauges on Site 1 and seven on Site 2
for a total of ten. These gauges have been configured to record daily groundwater levels. There
are also two surface water gauges, one on each site, and a rain gauge on Site 2. Photographs
were taken at pre-established permanent photo points.
Mallard Creek Wetland Restoration Project Jordan, Jones, and Goulding, Inc.
Year 9 of 9 Monitoring March 2007
Project No. 239
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Goulding
SECTION II
PROJECT CONDITION AND MONITORING RESULTS
J Jordan
Jones a
Goulding
SECTION II
Project Condition and Monitoring Results
The following monitoring results are from the 2006 (year 9) survey completed in 2006.
A. Vegetative Assessment
The Mallard Creek Wetland Restoration project consists of two planted sites along Mallard
Creek in Mecklenburg County, North Carolina. The two sites are divided by a four lane
roadway, Mallard Creek Church Road. Site 1 is the smaller of the two sites and is situated
southwest of the road and stream intersection. Site 2 is slightly larger and is situated northeast of
the road and stream intersection. Site 1 has three ground water gauges, one surface gauge, and
two vegetation plots. Site 2 has seven groundwater gauges, one surface gauge, one rain gauge,
and four vegetation plots. The vegetation plots where established by NCDOT and are marked by
yellow NCDOT federal highway markers at each plot corner. Please refer to the Plan View Map
(Figure II) for the location of gauges and vegetation plots. Success criteria require a minimum of
320 live stems per acre for three consecutive years. Please refer to Appendix Al for raw data
collected during vegetation plot monitoring.
1. Soil Data
Soils on the Mallard Creek site primarily consist of the Monacan series, with adjacent areas
consisting of the Enon and Wilkes series (Figure III). Generally, Monacan soils are found along
the floodplains of streams or drainageways, while the Enon and Wilkes soils are found on
adjacent upland slopes. Enon soils are very deep, well-drained soils on ridges and side slopes of
the Piedmont uplands. The soils are formed in clayey residuum weathered from mafic or
intermediate igneous and metamorphic rocks such as diorite, gabbro, gneiss, and schist of the
Piedmont uplands. Slopes range from 2 to 15 percent for the Enon series. Monacan soils are
very deep, well-drained to somewhat poorly drained soils found along stream corridors. These
soils are formed in recent alluvium sediments of the Piedmont and Coastal Plain. Slopes are
generally less than 2 percent. Wilkes soils are shallow, well-drained soils adjacent to
drainageways. They are formed in residuum weathered from intermediate and mafic crystalline
rocks on the Piedmont uplands. Slopes range from 15 to 25 percent for the Wilkes series. Due to
soil excavation during construction, it is likely that the on-site soils were altered. Please refer to
Table V for a summary of soil data.
Table V
Preliminary Soil Data
Series Max
De th in % Clay
on Surface K
Factor T
Factor OM %
Enon 72 5-20 0.24 5 0.0-2.0
Monacan 80 7-27 0.43 5 0.0-3.0
Wilkes 48 5-20 0.24 2 0.0-2.0
Mallard Creek Wetland Restoration Project Jordan, Jones, and Goulding, Inc.
Year 9 of 9 Monitoring March 2007
Project No. 239

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Jordan Figure III. SOILS MAP
I crn ?tc,,? Jones a Mallard Creek Wetland Mitigation Project # 239
Ooulding Mecklenburg County, NC March 2007
Monitoring Report Year 9 of 9
Page II-3
Project Condition and Monitoring Results
2. Vegetative Problem Areas
No vegetation problem areas were identified during 2006 (Year 9) monitoring. Refer to the Stem
Counts section below for detailed information regarding vegetation success.
3. Vegetative Problem Area Plan View
No vegetation problem areas were identified during 2006 (Year 9) monitoring.
4. Stem Counts
JJG conducted the initial vegetative assessment and vegetative plot analysis in May 2006. In
addition, a follow-up survey was conducted in September 2006. All findings were the same as
noted in May 2006. The six vegetative plots on the two sites were established previously by
NCDOT. Trees planted within the plots consist of green ash (Fraxinus pennsylvanica), black
gum (Nyssa sylvatica), overcup oak (Quercus lyrata), and water oak (Quercus nigra). In
addition, natural recruitment vegetation was also monitored within these plots. Species
encountered were sweet gum (Liquidambar styraciflua), cottonwood (Populus deltoides), river
birch (Betula nigra), box-elder (Acer negundo), American sycamore (Platanus occidentalis),
black willow (Salix nigra), and red maple (Acer rubrum).
Based on the number of initially planted stems per plot, an overall survival rate of 60% was met.
A review of the average number of planted species per plot reveals approximately 20 stems per
plot. Assuming 20 stems per plot and a plot size of 0.05 acre, the site has an average stem
density of 400 stems per acre. The vegetation success criterion of 320 stems per acre for three
consecutive years was satisfied for Year 9 of this project. Although monitoring plots 4, 5, and 6
had survival rates less than 60%, these plots have a large number of natural volunteer species
that would increase the percentage if included. Furthermore, there were many volunteers
counted within all plots. Including these stems would also increase the overall survival
percentage. A calculation of planted and natural volunteer stems indicates an average number of
63 stems per plot. A review of both planted and natural volunteer stem density indicates a stem
count of 1,260 stems per acre. The success criterion of 320 stems per acre for three consecutive
years has been satisfied; therefore, the Mallard Creek Wetland Restoration Project has attained
success criteria for vegetation requirements. Please refer to Table VI for a summary of
vegetation monitoring data.
5. Vegetation Plot Photos
Please refer to Appendix A2 for photographs of the monitoring plots.
Mallard Creek Wetland Restoration Project Jordan, Jones, and Goulding, Inc.
Year 9 of 9 Monitoring March 2007
Project No. 239
Page II-4
Project Condition and Monitoring Results
Table VI
Stem Counts for Species Arranged by Plot
Mallard Creek Wetland Restoration Project No. 239
e_Q/d CLCAJ
Planted Stems' P lots Year 9
Species Plot 1 Plot 2 Plot 3 Plot 4 Plot 5 Plot 6 Totals
N ssa s lvatica 7 2 7 1 17
Fraxinus enns lvanica 11 9 12 7 18 18 75
uercusl rata 2 11 7 3 23
uercus ni ra 1 2 1 4
Totals 20 23 26 12 19 19 119
Initial Planted Totals 31 27 35 31 38 36 198
Percent Survival 65% 85% 74% 39% 50% 53% 60%
Volunteer Stems 4-?b O 4(,0 52-0 2 q D 3 O 3?10
Species Plot 1 Plot 2 Plot 3 Plot 4 Plot 5 Plot 6 Totals
Betula ni ra 2 2 3 7
Salix ni ra 25 7 4 10 20 66
Acer ne ndo 6 9 25 14 54
Acer rubrum 4 6 9 19
Po ulus deltoides 2 15 5 22
Platanus occidentalis 3 7 15 12 37
Li uidambar s raci ua 3 3
N ssa s lvatica 2 1 3
Fraxinus enns lvanica 11 8 8 5 10 2 44
uercus ni ra 3 3
Totals 53 20 50 10 65 60 258
B. Wetland Assessment
Ten groundwater monitoring gauges, two surface gauges, and one rain gauge were installed in
previous monitoring years at the Mallard Creek Wetland Restoration project. During the course
of 2006 monitoring, eight groundwater gauges and the two surface gauges were replaced. The
monitoring gauges were downloaded monthly from March to November in order to capture
hydrological data during the 2006 growing season. The target hydrological characteristics
include saturation or inundation for at least 12.5 percent of the growing season in the lower
landscape (floodplain) positions.
The gauges are programmed to download ground water levels daily. In order to attain
hydrologic success, ground water levels must be within 12-inches of the ground surface for 29
consecutive days, which is 12.5% of the March 22 to November 11 (235 days) growing season.
Mallard Creek Wetland Restoration Project Jordan, Jones, and Goulding, Inc.
Year 9 of 9 Monitoring March 2007
Project No. 239
Page II-5
Project Condition and Monitoring Results
1. Problem Areas Plan View (Wetland)
There are 10 groundwater wells and 2 surface water gauges located on the mitigation site.
During the initial assessment conducted in March, six of the original Ecotone WL series gauges
were replaced with Ecotone WM series gauges. The gauges were reinstalled at the previous
locations. During preparation of the Problem Areas Plan View (Appendix A3), it was noted that
three additional ground water gauges and one surface gauge were malfunctioning. These gauges
were replaced in June 2006 and were reinstalled at the previous locations.
2. Wetland Criteria Attainment
Nine of the ten groundwater gauges on site achieved wetland success criteria of saturation for 29
consecutive days during the growing season. Well 8 was the only gauge that did not meet this
criterion; however, this gauge did experience 24 consecutive days of saturation within 12 inches
of the surface. The rain gauge has malfunctioned as previously reported resulting in a lack of
precipitation data. However, the rain gauge data from the Back Creek site licated approximately
one mile south of Mallard Creek was used as comparison. Please refer to Table VII for a
summary of gauge success and to Appendix B for the data and charts illustrating water levels as
compared to precipitation.
Table VII
Wetland Criteria Attainment
Mallard Creek Restoration Project No. 239
GAUGE
ID GAUGE HYDROLOGY MET
(Y/N) VEGETATION PLOT ID VEGETATION
SURVIVAL THRESHOLD
MET Y/N
MC-1 Yes Plot I Yes
MC-2 Yes Plot 2 Yes
MC-3 Yes Plot 3 Yes
MC-4 Yes Plot 4 CE Z2-1 (A 4
MC-5 Yes Plot 5 es
MC-6 Yes Plot 6 Yes
MC-7 Yes
MC-8 No
MC-9 Yes
MC-10 Yes
. 0-CA-0-
Mallard Creek Wetland Restoration Project Jordan, Jones, and Goulding, Inc.
Year 9 of 9 Monitoring March 2007
Project No. 239
Jordan
Jones e
Goulding
SECTION III
METHODOLOGY
J Jordan
Jones R
Goulding
SECTION III
Methodology
The restored wetland systems (Site 1 and 2) were traversed entirely. Areas of interest and
hydrology gauges were field mapped, and located with a GPS unit. The GPS data was
incorporated into base map data provided by NCEEP to produce Figure II. Vegetation plots
were assessed in May and September, 2006 for planted and natural recruitments of woody
species. The monitoring gauges were downloaded monthly from March to November in order to
capture hydrological data during the 2006 growing season.
Mallard Creek Wetland Restoration Project Jordan, Jones, and Goulding, Inc.
Year 9 of 9 Monitoring March 2007
Project No. 239
J Jordan
Jones e
Goulding
APPENDIX A*
1. Vegetation Survey Data Tables
2. Vegetation Monitoring Plot Photos
3. Problem Areas Plan View
*Raw data tables have been provided electronically.

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APPENDIX B*
1. Data Tables for Hydrological Data
2. Precipitation - Water Level Plots for Wells**
*Raw data tables have been provided electronically.
**Precipitation data used from the Back Creek site located approximately one mile south of
Mallard Creek.
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1.0 INTRODUCTION
1.1 PROJECT DESCRIPTION
The Mallard Creek Mitigation Site, located in Mecklenburg County, consists of two
separate wetland sites. Both are situated along SR 2833 (Mallard Creek Church Road),
just east of US 29 (Figure 1). The two sites serve as mitigation for wetland impacts
associated with the Charlotte Outer Loop (R-211 DA, USACE Action I.D. 199200013).
Both sites, totaling 10 acres in size, consist of bottomland hardwood forest restoration
and creation. The sites were initially constructed and planted in 1994; however,
hydrologic and vegetation problems forced remediation in 1997. Remediation activities
involved grading both sites to more accurately reflect groundwater profiles.
The site was developed in cooperation with Mecklenburg County. As a result of this
partnership, the county will incorporate the mitigation sites into a greenway plan for the
area. A boardwalk has been constructed on Site 2 as part of the Mecklenburg County
Parks and Recreation system. An additional section of boardwalk will be constructed
adjacent to Site 1 when Mallard Creek Church Road is widened.
1.2 PURPOSE
In order to demonstrate successful mitigation, hydrologic and vegetative criteria must be
met for a minimum of three consecutive years or until the site is deemed successful.
Success criteria are based on federal guidelines for wetland mitigation. These
guidelines stipulate criteria for both hydrologic conditions and vegetation survival. The
following report details the results of hydrologic and vegetative monitoring during the
2004-year at the Mallard Creek Mitigation Site.
Activities in 2004 reflect the seventh year of monitoring following the remediation efforts
in 1997. Included in this report are analyses of both hydrologic and vegetative
monitoring results.
2.0 HYDROLOGY
2.1 Success Criteria
In accordance with federal guidelines for wetland mitigation, the success criteria for
hydrology state that the area must be inundated or saturated (within 12" of the surface)
by surface or groundwater for at least a consecutive 12.5% of the growing. season.
Areas inundated or saturated for less than 5% of the growing season are always
classified as non-wetlands. Areas inundated or saturated between.5% - 12.5% of the
growing season can be classified as wetlands depending upon factors such as the
presence of wetland vegetation and hydric soils.
The growing season in Mecklenburg County begins March 22 and ends November 11
(235 days). These dates correspond to a 50% probability that temperatures will drop to
280F or lower after March 22 and before November 11.' Based on the current
guidelines, the optimum hydrology requires 12.5% of this season, or at least 29
consecutive days. Local climate must also represent average conditions for the area.
2.2 HYDROLOGIC DESCRIPTION
In May of 1998, ten groundwater gauges, one rain gauge, and one surface water gauge
were installed at the Mallard Creek Mitigation Sites. The original rain gauge was
replaced on May 4, 2000. In April 2003, one surface gauge was installed on Site 2
(Figure 2). The automatic groundwater gauges record daily readings of groundwater
depth.
The Mallard Creek Site was designed to receive hydrologic input from both rainfall and
runoff from Mallard Creek Church Road. The hydrologic monitoring should show the
reaction of the groundwater level to specific rainfall events. The 2004 data represents
the seventh growing season for hydrologic monitoring following the remediation efforts
in 1997.
Natural Resources Conservation Service, Soil Survey of Mecklenburg County, North Carolina, p.61.
2.3.2 Climatic Data
Figure 4 is a comparison of 2003 and 2004 monthly rainfall to historical precipitation for
the area. This comparison indicates whether 2004 was "average" in terms of climate
conditions by comparing the rainfall to that of historical rainfall (data collected between
1973 and 2004). The NC State Climate Office provided all historical data.
For the 2004-year June, * July, August and September experienced above average
rainfall. The months of November (03'), January, March, April, and October recorded
below average rainfall for the site. December (03'), February, May, and November
experienced average rainfall. Overall, 2004 experienced an average to above average
rainfall year.
2.4 CONCLUSIONS
For Site 1, all three groundwater-gauges revealed saturation greater than. 12.5% of the
growing season. The surface gauge located on Site 1, revealed periodic inundation
during the growing season.
Hydrologic data at Site 2 indicated that five of the seven monitoring gauges met the
hydrologic success criteria for the seventh year of monitoring. The surface gauge
located on Site 2, revealed periodic inundation during the growing season.
EEP will begin monitoring the hydrology at the Mallard Creek Mitigation Site for the
2005 monitoring year.
9
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11-Nov-04 - - - - - ._._:_. _. - _ -•
21-Nov-04 ` n ° m

30-Nov-04 o.
0 o

09-Dec-04
30
n
C
CD
N
O O -? N N W W .P
Ch fT UI (JI
Precipitation (in.)
Depth to Groundwater (in.)
I. w w N N - -I I
O Cn O Ch O U7 O' CTl O CA O
01-Jan-04
10-Jan-04
19-Jan-04
in U3
28-Jan-04 i
CD
06-Feb-04
15-Feb-04 = C° S
cp
24-Feb-04 ni o
04-Mar-04 _ °
13-Mar-04
' 22-Mar-04 - - - - - - - - - - - - -I
31-Mar-04 _
09-Apr-04 rn
w
D 18-Apr-04 ?
-_27-Ap?-04 ?
I 06-May-04
15-May-04
n 24-May-04
02-Jun-04
11-Jun-04 -
C 20-Jun-04 ^' f
N " W
W 29-Jun-04 m
D 08-Jul-04
w 1
17-Jul-04 '
26-Jul-04
m 04-Aug-04 _ cD
p 13-Aug-04 N v 1
22-Aug-04
31-Aug-04 o
m 09-Sep-04 77 7=
= 18-Sep-04 i
t ,C
27-Sep-04
06-Oct-04
15-Oct-04 - m U?
24-Oct-04 ' o o ?.
v
02-Nov-04
11-Nov-04
21-Nov-04 '
30-Nov-04
09-Dec-04 -
O O --• -? N N W W .A
W <.Tl Gi CTt .
Precipitation (in.)

Q.
n
N CD
;r
N
lD
Z
m
K
n
r
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Cf)
W
C"
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N
I
m
p
C
rn
v
v
m
0
2
v
d
CD
Depth to Groundwater (in.)
W W N N ?a ? ?
o Cn o 0 o cn o & o cn o
-' `
01-Jan-04 i
10-Jan-04 -
19-Jan-04 '
28-Jan-04 -
06-Feb-04
in o W
o
15-Feb-04 ni
r 4 N ?.
24-Feb-04
04-Mar-04
13-Mar-04
22-Mar-04. . - - - - - - - - - - - - -
31-Mar-04 -1
09-Apr-04 _ I
18-Apr-04 I
27-Apr-04
06-May-04 ' I
15-May-04
24-May-04
02-Jun-04
11-Jun-04
20-Jun-04
29-Jun-04
08-Jul-04
17-Jul-04 . w
n. '
26-Jul-04

04-Aug-04

13-Aug-04
22-Aug-04
31-Aug-04

09-Sep-04

18-Sep-04
?' y
-
27
S
04
-
ep-

06-Oct-04
15-Oct-04
N
24-Oct-04
02-Nov-04 ? .
11-Nov-04J _ - - • - . - . - j
21-Nov-04 co m
30-Nov-04 0 o
09-Dec-04

A
O O -? N N W CO
cn cn to cn
Precipitation (in.)

Q.
n n
W CD
x
CD
.l,
O
01-Jan-04
10-Jan-04 -
19-Jan-04 =
2
8-Jan-04
06-Feb-04 -
15-Feb-04
24-Feb-04
04-Mar-04
13-Mar-04 _
22-Mar-04

' _
31-Mar-04
09-Apr-04
Z 18-Apr-04
n
D
27-Apr-04 ,
06-May-04 _
I 15-May-04
24-May-04 =
n
02-Jun-04
11-Jun-04
A

t -
20-Jun-04
? fD 29-Jun-04
N
CA)
08-Jul-04 -
17-Jul-04
=
26-Jul-04
m
04-Aug-04
C 13-Aug-04
X
m 22-Aug-04 _ .
0 31-Aug-04

m 09-Sep-04
= 18-Sep-04
27-Sep-04
06-Oct-04
15-Oct-04
24-Oct-04
02-Nov-04
11-Nov-04
21-Nov-04
30-Nov-04 =
09-Dec-04
Depth to Groundwater (in.)
W . W N N -I I. I
Cn O 0 O Cn O Cn O Cn

i
{
- - - - - - - - - - - - -
T ?n rn
m m
U) Q!
oo!
w w .tom
Cn
4al co
x
N
CD
N3
O O -? N N
CT Cn (T
Precipitation (in.)
.l,
O
01-Jan-04 .
10-Jan-04
19-Jan-04 '
28-Jan-04
06-Feb-04-
15-Feb-04
24-Feb-04 =
04-Mar-04
13-Mar-04 _
' 31-Mar-04
09-Apr-04
18-Apr-04
Z
D ,27-,Apr-04
r 06-May-04
15-May-04
24-May-04
0 02-Jun-04
11-Jun-04
G
Q1

20-Jun-04
N
? 29-Jun-04
C.n 08-Jul-04
CO
-
17-Jul-04
26-Jul-04.
m 04-Aug-04

0 13-Aug-04
C
22-Aug-04
m
C 31-Aug-04
v
m 09-Sep-04
m
2
18-Sep-04
27-Sep-04
06-Oct-04 '
15-Oct-04 =
24-Oct-04
02-Nov-04
11-Nov-O
21-Nov-04
30-Nov-04,
09-Dec-04
O
Depth to Groundwater (in.)
W W N N -? i
Cn a CT1 O 0 O Cn O C" O

m

a
_
C1 ?

c?4
N
Precipitation (in.)
Depth to Groundwater (in.)
J? W W N N ? ? ?
O cn O cn O cn O cn O Cn
z
'?l
D
r
K
0
r
rn
CO
N
v
O
J
1
m
0
C
X
m
0
0
m
v

O Q,
Q M
(Q 7:
N
N
Depth to Groundwater (in.)
Precipitation (in.)
Depth to Groundwat er (in.)
} a W W N N ?
O CJO (h O Cn ? i
O (P O CT

01-Jan-04
10-Jan-04
19-Jan-04 = - ii
28-Jan-04 t
06-Feb-04 0

15-Feb-04
24-Feb-04 cQ

04-Mar-04
'

13-Mar-04 ? r o
:.
22-Mar-04 _ _ _ _ _ . _ _ _ _ j
' 31-Mar-04
i
09-Apr-04 _ I
{
18-Apr-04

.
Y 27-Apr-04
j

06-May-04
I 15-May-04
-
24-May-04
,
n 02-Jun-04

11-Jun-04 17

00 -
d 20-Jun-04 t
-• 29-Jun-04 !
N
n 08-Jul-04 1
rn
n 17-Jul-04
26-Jul-04

04-Aug-04
p
13-Aug-04

22-Aug-04 a)
m
p
31-Aug-04

I C

C
o
m 09-Sep-04 {
-?I 18-Sep-04
27
04
S
-
ep- {
06-Oct-04
15-Oct-04
24-Oct-04 --

02-Nov-04
11-Nov-04 - _ -
21-Nov-04 C° m
o

30-Nov-04 a

0
?
cn
09-Dec-04
O O -? N N W W A
CT CT U 7 Gt
Precipitation (in .)
C
su
sv
O Q
n
= cD
CO
csa T:
?D C/)
?D
N
.b.
O
01-Jan-04 =
10-Jan-04 =
19-Jan-04
28-Jan-04
06-Feb-04
15-Feb-04
24-Feb-04
04-Mar-04
13-Mar-04
22-Mar-04
31-Mar-04
09-Apr-04
18-Apr-04 - :?
27-Apr-04
06-May-04
15-May-04 _
24-May-04 *-
02-Jun-04
11-Jun-04
20-Jun-04
M 29-Jun-04
08-Jul-04
17-Jul-04
26-Jul-04
Z
m
I
0
G)
cfl
Cn
N
Ca
N
N
m
A
rn 04-Aug-04 r

C 13-Aug-04
m 22-Aug-04
0
0 _
31-Aug-04
09-Sep-04

= 18-Sep-04
27-Sep-04
06-Oct-04
15-Oct-04
24-Oct-04
02-Nov-04 '
11-Nov-04 `
21-Nov-04 -
30-Nov-04
09-Dec-04 f
Depth to Groundwater (in.)
W W N N - - i
(T O to O cn O C n O 0

O Q.
00
CC C cD
(Q ?
?D
N
O O - N N W W A
CJi Ch (I? (T7
Precipitation (in.)
Z
m
r
I
n
r
N
.A
CO
rn
rn
m
D
C
m
0
0
m
2
Depth to Groundwater
W N N -1
CA O Cn O Cn O 0 (in.)
11
O ? O

to
01-Jan-04
10-Jan-04 '
19-Jan-04
28-Jan-04
06-Feb-04

15-Feb-04 ED
0 D
24-Feb-04 '

04-Mar-04 cn
f' 0
13-Mar-04 N o
22-Mar-04 - - - - - - - -
31-Mar-04 - w
09-Apr-04
18-Apr-04
27-Apr-04
06-May-04
15-May-04
24-May-04 '
02-Jun-04
11-Jun-04

20-Jun-04 -Ak
29-Jun-04
08-Jul-04 = 1
17-Jul-04 ?

26-Jul-04 a
04-Aug-04 N
13-Aug-04
22-Aug-04 5-
31-Aug-04.?`_ `
09-Sep-04
s
18-Sep-04 y sx'`
27-Sep-04
04 `
06
O
t
c
.
-
-
:E a
°
15-Oct-04
24-Oct-04 5
. `
02-Nov-04
_ o
11-Nov-04 ` - - - - - - _ _ _ _ .
21-Nov-04

30-Nov-04
09-Dec-04

->
O Cl
-+ N N
W W
A
U7 U1 (Tt (T
Precipitation (in.)
w
sv
Q
3
0 n
.'? Q
N CD
W
N
N
SHdVN!D aonvJ N31VM 3ov=iNns
Surface water depth (inches)
? ? -? N N W
fh O CT O Ui O fh O
I
n
in
G)
Cn
N
v
0
m
I
0
c
CL
m
D
N
0
o.
A
07-Jan-04
15-Jan-04
22-Jan-04
29-Jan-04
05-Feb-04
13-Feb-04
20-Feb-04
27-Feb-04
05-Mar-04
13-Mar-04
20-Mar-04
27-Mar-04
3-Apr-04
12-Apr-04
22-Apr-04
02-May-04
11-May-04
21-May-04
31-May-04
09-Jun-04
19-Jun-04
29-Jun-04
08-Jul-04
18-Jul-04
28-Ju1-04
06-Aug-04
16-Aug-04
26-Aug-04
04-Sep-04
14-Sep-04
24-Sep-04
03-Oct-04
13-Oct-04
23-Oct-04
01-Nov-04
11-Nov-04
E
C.
90
C
I CD
m
..1
N
CD
I
n
cn
0
N
v
Co
.al
m
0
C
CL
m
D
N
0
0
C?n
07-Jan-04
15-Jan-04
22-Jan-04
29-Jan-04
05-Feb-04
13-Feb-04
20-Feb-04
27=Feb-04
05-Mar-04
13-Mar-04
20-Mar-04
27-Mar-04
3-Apr-04
12-Apr-04
22-Apr-04
02-May-04
11-May-04
21-May-04
31-May-04
09-Jun-04
19-Jun-04
29-Jun-04
08-Jul-04
18-Jul-04
28-Jul-04
06-Aug-04
16-Aug-04
26-Aug-04
04-Sep-04
14-Sep-04
24-Sep-04
03-Oct-04
13-Oct-04
23-Oct-04
01-Nov-04
11-Nov-04

w
? n Q.
n
N c(D
cD
x
W Cn
m
N
Surface water depth (inches)
-? -? N N W W .A Ja
o cn Cl cn o cn o cn o u,
Depth to Groundwater (in.)
A W W N N 1 -a i
O cn O cn O t1t O cn O Cn
01-Jan-03
11-Jan-03 o
21-Jan-03 iir
31-Jan-03
co (D
10-Feb-03 0
20-Feb-03
02-Mar-03
12-Mar-03 0
22-Mar-03 _ _ _ _ _
01-Apr-03
11-Apr-03
z 21-Apr-03 j
01-May-03 ;
r
I 11-May-03
21-May-03
n 31-May-03
10-June-03 i
v
> 20-June-03 v ,
m 30-June-03 a
00
M 10-July-03
20-July-03
;U 30-July-03 m
p 09-Aug-03 c.
m 19-Aug-03 iv
29-Aug-03 .
0
v 08-Sept-03
= 18-Sept-03.:;
28-Sept-03 ; y
08-Oct-03
18-Oct-03
28-Oct-03 m
07-Nov-03 _ °
-
17-Nov-03 - _
27-Nov-03 o
06-Dec-03
O O -? ? N N W W -P
.CT cn C1i Cn
PRECIPITATION
m
Q,
n ?.
7C
DEPTH IN GROUNDW ATER (INCHES)
.P W
O cn W N N i
O cn O m i
O CA O cn O
01-Jan-03-' - {
11-Jan-03e

21-Jan-03
31-Jan-03 0

10-Feb-03
20-Feb-03 CD cc

02-Mar-03 m o
0 _

12-Mar-03
22-Mar-03 - - - - - - • - -
01-Apr-03

11-Apr-03
z _
y 21-Apr-03 - o
c_
01-May-03 Cl

I 11-May-03
n 21-May-03
31-May-03
10-June-03
cn > 20-June-03
W m 30-June-03
w 10-July-03

20-July-03 ;

m 30-July-03 0 .
p
09-Aug-03 v
a "
19-Aug-03
0 29-Aug-03
mm 08-Sept-03
= 18-Sept-03

28-Sept-03
08-Oct-03 1
18-Oct-03 __ o w

28-Oct-03 CL
07-Nov-03
17-Nov-03 `" - - - - - -
}
o
27-Nov-03
06-Dec-03
O O -? N N W W A
cs, Cn (J7
PRECIPITA TION
Q
0 ig
N Q
x
Depth to Groundwater (in.)
z
n
I
S-
0
G)
W
cn
w
cDDr,
fv
X
m
p
C
m
O
m
01-Jan-03
11-Jan-03
21-Jan-03
31-Jan-03
10-Feb-03
20-Feb-03
02-Mar-03
12-Mar-03
22-Mar-03
01-Apr-03
11-Apr-03
21-Apr-03
01=May-03
11-May-03
21-May-03
31-May-03
10-June-03
20-June-03
m 30-June-03
10-July-03
20-July-03
30-July-03
09-Aug-03
19-Aug-03
29-Aug-03
08-Sept-03
18-Sept-03
28-Sept-03
08-Oct-03
18-Oct-03
28-Oct-03
07-Nov-03
17-Nov-03
27-Nov-03
06-Dec-03
A W W N N L L ,
Cl Ul O cn Cl cn O al O t1? O

a
o c l

Y --n 5
?'_
1 ?1
r -
_ -
i

CD
to _
O

m i
a ,I
,'
? j

cn t
o
? a

ro
W

a
- - - - - - - - - - - .?.

O O -? N N W W
(7i U1 CT Ui
ic
w
Q
0
0
W cD
cl)
<D
PRECIPITATION
Depth to Groundwater (in.)
.A W W N N L -1 i
Cl M O cn O cn O 6 O to
01-Jan-03
11-Jan-03
21-Jan-03
31-Jan-03
10-Feb-03
20-Feb-03
02-Mar-03
12-Mar-03
22-Mar-03
01-Apr-03
11-Apr-03
T 21-Apr-03
D _ 01-May=03
9
0
r-
0
.P
N
N
a)
N
W
m
X
m
p
C
m
0
0
m
11-May-03
21-May-03
31-May-03
10-June-03
D 20-June-03
m 30-June-03
10-July-03
20-July-03
30-July-03
09-Aug-03
19-Aug-03
29-Aug-03
08-Sept-03
18-Sept-03
28-Sept-03.
08-Oct-03
18-Oct-03
28-Oct-03
07-Nov-03
17-Nov-03
27-Nov-03
06-Dec-03
O O -? N N W W A
CT C17 Ul Ul
PRECIPITATION
w
Q
n
A ?D
N
rt
CD
N
Depth to Groundwater (in.)
? W W N N ? ?' ?
O CT O cn O v, O Cn O cn
9
n
G7
cn
W
N
N
cn
rn
to
f
3
m
0
C
36
m
0
0
m
v
2
01-Jan-03
11-Jan-03
21-Jan-03
31-Jan-03
10-Feb-03
20-Feb-03
02-Mar-03
12-Mar-03
22-Mar-03
01-Apr-03
11-Apr-03
21-Apr-03
01-May-03
11-May-03
21-May-03
31-May-03
10-June-03
m
20-June-03
30-June-03
10-July-03
20-July-03
30-July-03
09-Aug-03
19-Aug-03
29-Aug-03
08-Sept-03
18-Sept-03
28-Sept-03
08-Oct-03
18-Oct-03
28-Oct-03
07-Nov-03
17-Nov-03
27-Nov-03
06-Dec-03

(D
O (a

? E

Z3 r-
-;

r." 2.
NOW-

7

- -

m
Q.
n
CA m
X
W
N
O O W W
cn Cn N cn
PRECIPITATION
Depth to Groundwater (in.)
.p W W N N --?
O cn Cl cn O cr O 0 O cn
01-Jan-03
11-Jan-03
21-Jan-03
31-Jan-03
10-Feb-03
20-Feb-03
02-Mar-03
12-Mar-03
22-Mar-03
a 01-Apr-03
11-Apr-03
z 21-Apr-03
m
--01-May-03

11-May-03
I
n
rn
cn
N
0
V
m
0
_C
X
m
0
0
m
0
D
m
21-May-03
31-May-03
10-June-03
20-June-03
30-June-03
10-July-03
20-July-03
30-July-03
09-Aug-03
19-Aug-03
29-Aug-03
08-Sept-03
18-Sept-03
28-Sept-03
08-Oct-03
18-Oct-03
28-Oct-03
07-Nov-03
17-Nov-03
27-Nov-03
06-Dec-03
? I
1

o ? I

?? m o c
o . = cn

i
}

?
o + n
i

? o Q
r N g o o
!M W
. M C
(Q X
M N

_ N

`--- n m
- o a
o
•- - - F -
0

O O --? -? N N W W .A
Cf1 CJ1 CT CT
PRECIPITATION
z
r
r
C7
r
J
0
N
m
Cl
00
cl
N
I
rn
0
C
m
0
0
m
.o
D
m
O
01 -Jan -03
11 -Jan -03
21 -Jan -03
31 -Jan -03
10 -Feb -03
20 -Feb -03
02 -Mar -03
12 -Mar -03
22 -Mar -03
01 -Apr -03
11 -Apr -03
21 -Apr -03
01 -May -03
11 -May -03
21 -May -03
31 -May -03
10 -June -03
20 -June -03
30 -June -03
10 -July -03
20 -July -03
30 -July -03
09 -Aug -03
19 -Aug -03
29 -Aug -03
08 -Sept -03
18 -Sept -03
28 -Sept -03
08 -Oct -03
18 -Oct -03
28 -Oct -03
07 -Nov -03
17 -Nov -03
27 -Nov -03
06 -Dec -03
Depth to Groundwater (in.)
U1 O Ut O Ul O Ul O U7
o a
0
0 m
i c M
ca �
Q CA
Cl O -y —' N N W W A
in (Ti ZP Ui
PRECIPITATION

Depth to Groundwater (in.)
J, (.71 o ccnn o c o <n o cn
01-Jan-03
11-Jan-03
21-Jan-03
31-Jan-03
10-Feb-03
20-Feb-03
02-Mar-03
12-Mar-03
22-Mar-03
a 01-Apr-03
11-Apr-03
z 21-Apr-03
-n
D
01--May-03
r 11-May-03
21-May-03
n 31-May-03
10-June-03
coo 20-June-03
N m 30-June-03
rn
-n
rn
10-July-03
-n 20-July-03
30-July-03
m 09-Aug-03

19-Aug-03

m
0 29-Aug-03
0 08-Sept-03
m
18-Sept-03

28-Sept-03
08-Oct-03
18-Oct-03
28-Oct-03
07-Nov-03
17-Nov-03
27-Nov-03
06-Dec-03
w N
D
N
O O N N W W ?
PRECIPITATION
z
m
K
n
Cf)
N
W
N
N
m
P.
;7
m
p
c
m
v
v
m
-v
v
m
3
m
n?
o c.
n 0) CD
- (D
to pr
C N
rt
SD
N
Surface water depth (inches)

CT ? -? N N W
O Cn O - (A O Ul O
1
-Jan-03
0
10-Jan-03 ?.
19-Jan-03
28-Jan-03
07-Feb-03
16-Feb-03
25-Feb-03
06-Mar-03
16-Mar-03
25-Mar-03 - - - - - - - -
03-Apr-03
12-Apr-03
22-Apr-03
01-May-03
10-May-03
19-May-03
I 29-May-03
n 07-Jun-03
M
>
16-Jun-03

c 25-Jun-03
°w 05-Jul-03
N
C
14-Jul-03
m 23-Jul-03
01-Aug-03
11-Aug-03
20-Aug-03

29-Aug-03
07-Sep-03
17-Sep-03
26-Sep-03
05-Oct-03
14-Oct-03
24
03
O
-
ct-
02-Nov-03
11-Nov-03 - - ---- -- -- -- -- -
20-Nov-03
30-Nov-03
09-Dec-03

w
Q.
n
to
CD
x
Cn
Depth to Groundwater (in.)
z
-n
r-
9
C-)
r
N
cn
.A.
rn
O
m
0
c
W
m
0
0
m
-D
? ? W W N
Ut Cl CT1 O cn N L L
Cl Ch O I
0 O <n
01-Jan=03
11-Jan-03
21-Jan-03
31-Jan-03-- o
10-Feb-03?- - F

20-Feb-03
02-Mar-03
,o
12-Mar-03
22-Mar-03 - - - - - - - -
01-Apr-03
11-Apr-03
21-Apr-03
01=May=03
11-May-03
-03
21
Ma
-
y
31-May-03 su
10-June-03
?.
20-June-03 0 0
m 30-June-03 N c?
y
10-July-03 r ?
co
20-July-03
30-July-03 '_ tv
09-Aug-03
19-Aug-03 g
29-Aug-03
08-Sept-03
18-Sept-03
28-Sept-03

08-Oct-03 co m
o a

18-Oct-03 ?. o

28-Oct-03--

07-Nov-03 w
,
_
17-Nov-03 ? - - -
-
- -
27-Nov-03
06-Dec-03 - ;
O O -? N N W W A
Vl Ul U7 CIt
PRECIPITATION
Surface water depth (inches)
CTi O cn O cn Cl cn O
m
D
X
N
O
O
w
01-Jan-03
10-Jan-03
19-Jan-03
28-Jan-03
07-Feb-03
16-Feb-03
25-Feb-03
06-Mar-03
16-Mar-03
25-Mar-03
03-Apr-03
12-Apr-03
22-Apr-03
01-May-03
10-May-03
19-May-03
29-May-03
07-Jun-03
16-Jun-03
25-Jun-03
05-Jul-03
14-Jul-03
23-Jul-03
01-Aug-03
11-Aug-03
20-Aug-03
29-Aug-03
07-Sep-03
17-Sep-03
26-Sep-03
05-Oct-03
14-Oct-03
24-Oct-03
02-Nov-O"
11-Nov-03
20-Nov-O;
30-Nov-O":
09-Dec-O:

CD m
w p.
I

- - - - - - - - - - - - - - - - - - - - - - - - - - - -
3
w
? Q.
n n
Cl)
w CA
M
CD
N

z
n
r
r
0
G)
w
rn
co,
rn

m
p
c
X
m
0
0
m
2
-C
m
D
N
0
0
N
Depth to Groundwater (in.)
? W W N N -1 ? -1 1
O w O Cn O C" O Cn O Cn

01-Jan-02
12-Jan-02
i
07
I
23-Jan-02 ?. j
?
03-Feb-02
i
'
14-Feb-02 > o
25-Feb-02

08-Mar-02 co

19-Mar-02
30-Mar-02 u j
0
10-Apr-02 r' D
21-Apr-02
02-May-02
i
13-May-02 !
24-May-02
04-Jun-02
15-Jun-02 -
26-Jun-02
07-Jul-02 - `
18-Jul-02
29-Jul-02 -
-
a
09-Aug-02 ?'.
-
20-Aug-02 ri? r U Y y

11-Sep-02
a
22-Sep-02 - 1
03-Oct-02
14-Oct-02 w

25-Oct-02
a
05-Nov-02 c
n
16-Nov02

27-Nov02

08-Dec02 fl

19-DecD2
30-DecO2 s
O N
PRECIPITATION
3
r
N
W
M
00
D
r
D
v
m
G1
O
Z
D
m
G)
C
G)
G)
'0

DEPTH IN GROUNDWATER (INCHES)
? w w N N L, L i
O cn O cfl O cn O c n O cn

z
n
r
r
I
n
O
m
D D
U) N
N
W O
N N
D
CA)
m
c
36
m
v
v
m
-o
01-Jan-02
12-Jan-02
23-Jan-02
03-Feb-01
14-Feb-02
25-Feb-02
08-Mar-02
19-Mar-02
30-Mar-02
10-Apr-02
21-Apr-02
02-May-02
13-May-02
24-May-02
04-Jun-02
15-Jun-02
26-Jun-02
07-Jul-02
18-Jul-02
29-Jul-02
09-Aug-02
20-Aug-02
31-Aug-02
11-Sep-02
22-Sep-02
03-Oct-02
14-Oct-02
25-Oct-02
05-Nov-02
16-Nov02
27-Nov02
08-Dec02
19-Dec02
30-Dec02
O O -? -? N N
<J? Ut CT
PRECIPITATION
3
n
r-
0
N
cl)
v
0
N
4
N
z
n
D
r
r-
K
n
G1
w
w
m
A
c
55
m
v
v
m
-o
Depth to Groundwat er (in.)
P W W N N L
CO Ui O th O Ui O m O 0
01-J
n-02

-02
:n
12
23-Jan-02 , a

03-Feb-02
14-Feb-02
j

25-Feb-02
08-Mar-02 °;

19-Mar-02
30-Mar-02 . o
10-Apr-02
21-Apr-02
02-May-02 3
13-May-02
24-May-02 -
04-Jun-02
15-Jun-02
D 26-Jun-02

N 07-Jul-02
o
o -
18-Jul-02
29-Jul-02

09-Aug-02

20-Aug-02
n
G)
W
N
W
w
N
Depth to Groundwater (in.)
?II
z
n
III
9
n
r
co
N
W
N
co
n
V
m
A
c
X
m
v
0
m
A W W N N ? j i
. O (Jl O cn O cn O U7 O (h

01-Jan-02
12-Jan-02 '
23-Jan-02

k w:?

4
k n
f a1 T
k-
77

H
03-Feb-02
14-Feb-02
25-Feb-02 o

08-Mar-02 o
a r
'
19•Mar-02 _

30-Mar-02

10-Apr-02 y ,
21-Apr-02

02-May-02
13-May-02
:'
24-May-02 °h E z n

04-Jun-02
n
15-Jun-02

26-Jun-02 _ 1 <7

07-Jul-02 "
cf)
N
18-Jul-02 ca

29-Jul-02

09-Aug-02
20-Aug-02
1" 3"?? ; a rNik ?
1 ,
31-Aug-02

11-Sep-02

22-Sep-02
03=Oct-02 '

14.Oct-02
25-Oct-02
N
02
05-
ov- -
16-Nov02 1
27-Nov02 m
0 1

08-Dec02

19-Dec02
30-DecC2 -
O O N N
CT Ul Ch
PRECIPITATION
Depth to Groundwater (in.)
?u-mar-uc o
10-Apr-02

21-Apr-02 - -----"":
02-May-02 _ x
13-May-02
24-May-02

04-Jun-02 n

15-Jun-02
r-
D 26-Jun-02

c 07-Jul-02 `- co
o N
18-Jul-02 - -'
- w
29-Jul-02 -
7 ?
09-Aug-02 Al

20-Aug-02 a
;; «
,
r 4
31-Aug-02 -

22-Sep-02
03-Oct-02
14-Oct-02 - °

25-Oct-02
05
N
02
-
ov-
16•Nov02

27-Nov02 "
i
08-Dec02 _
19-Dec02
30-DecO2 . ?-

O O -? -? N N
tT Ut U t
PRECIPITATION

z
m
D
r
r
c?
r -
G)
rn
cl)
N
v
0
ti
m
0
C
m
0
0
m
-o
m
D
N
O
0
N
.A.
O
01-Jan-02 '
12-Jan-02
23-Jan-02
03-Feb-02
14-Feb-02
25-Feb-02
08-Mar-02
19-Mar-02
10-Apr-02
21-Apr-02
02-May-02
13-May-02
24-May-02
04-Jun-02
15-Jun-02
26-Jun-02
07-Jul-02
18-Jul-02
29-Jul-02
09-Aug-02
20-Aug-02
31-Aug-02
11-Sep-02
22-Sep-02
03-Oct-02
14-Oct-02 ?-
25-Oct-02 -
05-Nov-02 -
16-Nov02
27-Nov02
08-Dec02
19-Dec02
30-DecO2
O
Depth to Groundwater (in.)
1
W W N N L 1-1 1
CT O 0 O CT O Cn O Cn
3
0
r -
Q
O
CA
N
y
O
y
O --+ N N
ZY, cn
PRECIPITATION
z
m
D
r
r
I
n
G1
v
N
ca
O
co
cn
N
m
0
C
X
m
v
v
m
v
2
m
D
X
N
O
O
N
11-Sep-02
22-Sep-02
03-Oct-02
i4-Oct-02 `
W
25.Oct-02_ ,
05-Nov-02
16-Nov02 Y??^ m
a ?
27-Nov02 € o ,
08-Dec02
y
19-Dec02 °
30-DecO2
O O N N
CT CT Cn
PRECIPITATION
3
n
r
0
V
N
W
O
00
ch
N
z
n
r
r
n
r
Cn
N
rn
-n
rn
n
X
m
0
c
m
0
0
m
Depth to Groundwater (in.)
A
O W W N N L 11 1
Ch O Cn O CTi O cn O Clt

01-Jan-02
12-Jan-02 =

23-Jan-02
03-Feb-02
14-Feb-02
25-Feb-02
08-Mar-02 : j.. -
19-Mar-02
30-Mar-02 fi
10-Apr-02
y
21-Apr-02
0
02-May-02
13-May-02
24-May-02
04-Jun-02
15-Jun-02
_
y 26-Jun-02 -
-
c 07-Jul-02:

N 18-Jul-02
29-Jul-02
09-Aug-02
20-Aug-02
31-Aug-02
11-Sep-02 r
22-Sep-02
03-Oct-02
14-Oct-02
25-Oct-02
05-Nov-02 T .
16-Nov02 - - - - - - +?
27-Nov02 a ,
08-Dec02 : o
19-DecO2
30-DecO2 --
O O -? N N
Cr tT CT
PRECIPITATION
n
r -
Q
00
to
N
CD
CD
n
Depth to Groundwat er (in.)

O W W N N 1+
ch O 0 O cn 1a 1
O c10
v,
01-Jan-02
12-Jan-02 _
23-Jan-02 -
03-Feb-02 W
14-Feb-02
25-Feb-02
08-Mar-02 l

19-Mar-02
- _
- - v
-'
_
30 Mar-02

10-Apr-02 _ Y .
z 21-Apr-02
02-May-02 -
r
13-May-02 -
I 24-May-02 I T T
n 04-Jun-02

15-Jun-02
G) m
>
26-Jun-02
CD
W c 07-Jul-02 to
CD

m 0
18-Jul-02
J
? N
29-Jul-02 N

09-Aug-02
p 20-Aug 02
k ?. 3
{
C
55
31-Aug•02 r
T', ri t.
.r
0 11-Sep-02:
m 22-Sep-02
U
= 03-Oct-02 LT
14-Oct-02

25-Oct•02 W
U 1
05-N02
ov- D .

16-N
ov02 - -

27-Nov02 _
08-Dec02
19-DecO2

30-DecO2 _ o
O O -' --? N N
? Cn tT
PRECIPITATION
Depth to Groundwater (in.)
10
Cn
r
N
W
A
co
O
O
-G
m
D
N
O
O
N
m
n
r
N
cn
?D
Q1
Q1
O O ? ? -' N N
C,h CT CT
PRECIPITATION
Surface water depth (inches)
O C T O Ul O cn
J
n
30
02 -
-
-
a -
08-Feb-02
16-Feb-02

25-Feb-02 '
05-Mar-02
14-Mar-02
22-Mar-02 - - _ - _ -
31-Mar-02
08-Apr-02
17-Apr-02
25-Apr=02
04-May-02
12-May-02 "
21-May-02
29-May-02
n
07-Jun-02
15-Jun-02 (/)
24-Jun-02
02-Jul-02
{
11-Jul-02
0 1 0
y CDO
' 19-Jul-02
m

°A 28-Jul-02
m
05-Aug-02
14-Aug-02
22-Aug-02 r x ri u
)
31-Aug-02 r
'-
08-Sep-02
17-Sep-02
25-Sep-02
04-Oct-02 '
12-Oct-02 1

21-Oct-02
29-Oct-02
07-Nov-02
-- --
? -- -
------? -
----
- ---'
15-Nov-02
24-Nov-02
02-Dec-02 1 l
a
r
D
m
-n
n
m
D-
C
G7
0
'G
2
' Depth to Groundwater (in.)
A .A W W N N - - ,
<n O cn O Cn O cn O cn O to
22-Mar-01 -- -
29-Mar-01
w
05-Apr-01 0-
v
12-Apr-01
19-Apr-01
26-Apr-01
03-May-01
10-May-01 1
17-May-01
24-May-01
' 31-May-01
?0' 07-Jun-01 _
_..
14-Jun-01
21-Jun-01
28-Jun-01 o
n 05-Jul-01 i fA a)
C 0 12-Jul-01 j a
19-Jul-01 , U)
26-Jul-01 I n W
02-Aug-01
09-Aug-01 '? ai =?
16-Aug-01
23-Aug-01
a 30-Aug-01
06-Sep-01
13-Sep-01
20-Sep-01
27-Sep-01
04-Oct-01
11-Oct-01
18-0ct-01 i .
25-0ct-01 -i
01-Nov-01
08-Nov-01
AA O O O O O - A N
IV -P 0) Oo tJ ? a) CO
Precipitation (in.)
I
41
22-Mar-01
29-Mar-01
05-Apr-01
12-Apr-01
19-Apr-01
.26-Apr-01
03-May-01
10-May-01
17-May-01
24-May-01
31-May-01
07-Jun-01

14-Jun-01
21-Jun-01
28-Jun-01
N 05-Jul-01
N 12-Jul-01
?
19-Jul-01

26Jul-Q1
r? .
I
02-Aug-01
1 09-Aug-01
16-Aug-01
?. 23-Aug-01
30-Aug-01

d 06-Sep-01
s 13-Sep-01
20-Sep-01
27-Sep-01
04-Oct-01
11-Oct-01
18-Oct-01
25-Oct-01
01-Nov-01
O8-Nov-01
Depth to Groundwater (in.)
A W W N N ? --? ?
O M O cn O Cn O cn O cn
O O O Cl O - - ...1 N
fJ ;i QD fV A b) aD
Precipitation (in.)
j'
i?
?? m I
I ?
IC/)
w
W
D
N
w

CD
ICI
i
Depth to Groundwater (in.)
? W W N N -I -I I
cn O cn O cn O cn
cn O to CO
22-Mar-01 -?
29-Mar-01
05-Apr-01
n.
12-Apr-01
19-Apr-01
t
26-Apr-01
i
03-May-01
10-May-01
17-May-01
24-May-01
31-May-01
07-Jun-01
__. 14-Jun-01 i
- 1
21-Jun-01
28-Jun-01
i
05-Jul-01
v 12-Jul-01
a' 19-Jul-01
26-Jul-01 1
02-Aug-01
09-Aug-01
16-Aug-01
23-Aug-01
30-Aug-01 i
06-Sep-01
13-Sep-01
J20-Sep-01 4 U,,
27-Sep-01
04-Oct-01
11-Oct-01
18-Oct-01
25-Oct-01
01-Nov-01
08-Nov-01 ,
o ?
cn m
C -%
CL
n
N ?
N M
n
O O O O O -+ -• -? -? j N
N ? rn aD N rn bD
Precipitation (in.)
I
Depth to Groundwater (in.)
Precipitation (in.)
Depth to Groundwater (in.)
E
?I
v
N
Q
N
cr,
rn
CO
i
?CU
E
n:m
0
-a
<n O cn O (A O cn O CJ7 O M
22-Mar-01
29-Mar-01

05-Apr-01 N
Q
r

12-Apr-01 v
19-Apr-01 -
26-Apr-01 1
03-May-01
10-May-01
17-May-01
24-May-01
31-May-01
O Jun-01 - !
14-Jun-01
21-Jun-01
°
28-Jun-01
05-Jul-01 i L" a)
v . 12-Jul-01
7 } n n
19-Ju1-01 F N
26-Jul-01 n

02-Aug-01 N
'
09-Aug-01 to
tv
16-Aug-01 ? {
a
23-Aug-01 ?- f
30-Aug-01
06-Sep-01
13-Sep-01 -

r
r ,a
'"
- 1
20-Sep-01
27-Sep-01 ;
04-Oct-01
11-Oct-01
18-Oct-01
25-Oct-01 f
01-Nov-01
08-Nov-01 y ;
O Cl Cl O O -? -• N
N A O oO IV .A O ow
Precipitation (in.)
v
v'
;I
N
v
O
N
(D
c
ti
a
O
cD
7
3
oa)
C?
Q.
n 0
N (D
N (D
0 x
C
>yQ)
O O O O O -• -? -? N
IV A in bo tV .P. rn W
Precipitation (in.)
Depth to Groundwater (in.)
f
i
?
0 A W W N N -? -
1 O Cn O al O Cn O '
C!n O CT1

22-Mar-01
1
29-Mar-0
05-Apr-01
12-Apr-01 _
19-Apr-01

26-Apr-01
r
(
f

03-May-01 l
10-May-01
17-May-01
?-~ 24-May-01 ; t
31-May-01
07-Jun-01 k

I 14-Jun-01
I
I 21-Jun-01
28-Jun-01 ° m
v, 05-Jul-01 d
c
N
o
12-Jul-01 G.
; n
ti 19-Ju1-01 E N
26-Ju1-0 1 0
02-Aug-01
09-Aug-01
ti
fu
16-Aug-01
I 23-Aug-01
Q l 30-Aug-01 j
06-Sep-01
i ?.
13-Sep-01
-
20-Sep-01
27-Sep-01
04-Oct-01 T
11-Oct-01 I k.
18-Oct-01
25-Oct-01 ?-
01-Nov-01 --
08-Nov-01
O O O O O -+ -' -` N
N A rn Cp K) A CA N
Precipitation (in.)
Depth to Groundwater (in.)
1
C ? A W W
n O Cn O N N ? -
(n O 0 O -? ,
Cn O Cn
22-Mar-01 '
29
M
-01
-
ar
05-Apr-01
12-Apr-01

19-Apr-01
26-Apr-01
03-May-01 E
10-May-01 -
17-May-01
24-May-01 `
31-May-01 -
_..__.07-Jun-01

14-Jun-01 { s
21-Jun-01 i

28-Jun-01 - ?
t s
Q

05-Jul-01 to 4

i v 12-Jul-01 n n

?I
19-Jul-01
' m
m
N M
I 26-Jul-01 n
60

02-Aug-01

i
.
09-Aug-01 - fli o0
16-Aug-01
M
23-Aug-01
`a 30-Aug-01

06-Sep-01
? 13-Sep-01 a., yy
20-Sep-01 i
i
27-Sep-01
04-Oct-01 I
11-Oct-01
18-Oct-01 `
25-Oct-01
01-Nov-01 -
08-Nov-01
O O O O O -? - ? - N
N 6 w fv t ? O bo
Precipitation (in.)
r
Depth to Groundwater (in.)
?
CA . ? W W N N -? --
O M O CA O M O ?
M O M

22-Mar-01
-01
29
M
ar
-
05-Apr-01 CO
12-Apr-01
19-Apr-01
26-Apr-01 -
03-May-01
10-May-01 t
17-May-01 l
-- 1 24-May-01

31-May-01
FI ,
?
- 07-Jun-01_= .

14-Jun-01
21-Jun-01 S
l
28-Jun-01 L -
05-Jul-01
07
f
0 12-Jul-01 -
'
19-Jul-01

26-Jul-01
02-Aug-01 1
09-Aug-01
1
16-Aug-01

23-Aug-01 f
30-Aug-01

06-Sep-01 -
? 13-Sep-01 l

20-Sep-01
27-Sep-01 k
04-Oct-01
11-Oct-01 I '
i
18-Oct-01 =
25-Oct-01
01-Nov-01 - '
08-Nov-01

O -?
O O O Cl
• -• N
N A rn CO N A
Precipitation (in.)
o?
CL
n 0
CD
N ?
N M
n X*
?' ca
Depth to Groundwater (in.)
.A P W
Ut O cn W N N L I- i
O cn O cn O <n O cn
22
M
01 -
ar-
- - -
29-Mar-01

05-Apr-01
12-Apr-01
19-Apr-01
26-Apr-01 .
03-May-01 ~
10-May-01
17-May-01

24-May-01
'
' 31-May-01 { a
- - 07-Jun-01
14-Jun-01
21-Jun-01
28-Jun-01
A 05-Jul-01 r
a 12-Jul-01
19-Jul-01 - 1

26-Jul-01
02-Aug-01
09-Aug-01

-I 16-Aug-01
a 23-Aug-01
° 30-Aug-01 ~
06-Sep-01 l ,
13-Sep-01
20-Sep-01
27-Sep-01
04-Oct-01

11-Oct-01 I
18-Oct-01 ;
25-Oct-01 j
01-Nov-01
08-Nov-01,
O O O O O -? -? 1 -? N
N A CO IV A O OD
Precipitation (in.)
CD 0)
C/) d
c Q,
C') 0
N M
CA C
C-D
? N
t
' Depth to Groundwater (i n.)
o 0 o Cnn o to o in o cn

22-Mar-01
-01
29
M
ar
-
05-Apr-01 nQ

12-Apr-01 w
19-Apr-01
26-Apr-01
03-May-01 -
10-May-01
17-May-01
- 24-May-01
31-May-01
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