20180180 Ver 1_Year 2 Monitoring Report USACE_2021_20211022

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Initial Review Completed Date 10/25/2021
Mitigation Project Submittal - 10/22/2021
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Stream Wetlands Buffer Nutrient Offset
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Cara Conder
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Project Type: DMS Mitigation Bank
Project Name: Hollowell
County: Wayne
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Mitigation Monitoring Report
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Monitoring Report— MY2
Hollowell Mitigation Project
WLS Neuse 01 Umbrella Mitigation Bank
Monitoring Year 2
Calendar Year of Data Collection: 2021
Private Commercial Mitigation Bank for
Stream and Riparian Wetland Compensatory Mitigation Credits
Neuse River Basin (CU 03020201)
USACE Action ID Number: SAW-2017-00159
Wayne County, NC
Data Collection Period: October 2021
Submission Date: October 2021
Prepared for:
U.S. Army Corps of Engineers, Wilmington District
69 Darlington Avenue
Wilmington, North Carolina 28403-1343
Prepared by:
WATER & LAND SOLUTIONS
7721 SIX FORKS ROAD, SUITE 130, RALEIGH, NC 27615
{919) 614 - 5111 I waterlandsclutions.com

Table of Contents
1 Project Summary...................................................................................................................................1
1.1 Project Location and Description..................................................................................................1
1.2 Project Goals and Objectives........................................................................................................1
1.3 Project Success Criteria.................................................................................................................2
1.3.1 Single -Thread Streams..........................................................................................................2
1.3.2 Headwater Streams.............................................................................................................. 3
1.3.3 Wetlands...............................................................................................................................4
1.3.4 Vegetation.............................................................................................................................4
1.3.5 Visual Assessment.................................................................................................................4
2 Project Mitigation Components............................................................................................................5
2.1 Project Components.....................................................................................................................5
3 Monitoring Year 2 Assessment and Results.......................................................................................... 5
3.1 Morphological Assessment...........................................................................................................6
3.1.1 Stream Horizontal Pattern & Longitudinal Profile................................................................6
3.1.2 Stream Horizontal Dimension...............................................................................................6
3.2 Stream Hydrology......................................................................................................................... 6
3.2.1 Stream Flow.......................................................................................................................... 6
3.2.2 Bankfull Events......................................................................................................................7
3.2.3 Headwater Stream Channel Formation................................................................................ 7
3.2.4 Wetland Hydrology...............................................................................................................7
3.3 Vegetation.....................................................................................................................................7
4 Methods................................................................................................................................................8

LIST OF APPENDICES
Appendix A Background Tables
Table 1
Project Mitigation Components
Table 2
Project Activity and Reporting History
Table 3
Project Contacts
Table 4
Project Information and Attributes
Appendix B Visual Assessment Data
Figure 1a & 1b Current Condition Plan View (CCPV)
Photos Stream Station Photographs
Vegetation Plot Photographs
Crossing Photographs
Additional Photos
Appendix C Vegetation Plot Data
Table 5a Planted and Total Stem Counts
Table 5b Vegetation Plot Mitigation Success Summary
Table 5c Red -line Planting List
Appendix D Stream Measurement and Geomorphology Data
MY2 Cross -Sections
Table 6a
Baseline Stream Data Summary
Table 6b
Cross-section Morphology Data
Table 6c
Stream Reach Morphology Data
Table 6d
Evidence of Headwater Channel Formation
Appendix E Hydrologic Data
Table 7 Verification of Bankfull Events
Figure 2 Surface Flow Data
Figure 3 Flow Gauge and Crest Gauge Installation Diagram
Figure 4 Rainfall Data
Figure 5 Wetland Gauge Data

1 Project Summary
1.1 Project Location and Description
Water and Land Solutions, LLC (WLS) completed the construction and planting of the Hollowell Mitigation
Project (Project) in April 2020. The Project is located approximately seven miles southwest of Goldsboro
in Wayne County, NC (35.35814,-78.11642), in the Neuse River Basin 8-digit HUC 03020201 and NC
Department of Environmental Quality (NCDEQ) sub -basin 03-04-02 (Warm Water Thermal Regime). The
Project is a site within the WLS Neuse 01 Umbrella Mitigation Bank. This sub -basin spans portions of
Johnston and Wayne Counties and includes the municipalities of Goldsboro, Selma, Pine Level, Mount
Olive and Princeton.
The Project involved the restoration, enhancement, preservation, and permanent protection of eight
stream reaches totaling approximately 8,979 linear feet, and the preservation, re-establishment, and
enhancement of riparian wetlands totaling 10.52 acres. The Project also results in nutrient offset credits,
riparian buffer restoration, and buffer preservation through the Division of Water Resources. The Project
will provide significant ecological improvements and functional uplift through stream and aquatic habitat
restoration, and through decreasing nutrient and sediment loads within the watershed. Figures 1a and 1b
illustrate the project mitigation components.
Monitoring Year 2 (MY2) activities occurred during the first week of October 2021. This report presents
the data for MY2. The Project meets the MY2 success criteria for stream hydrology, stream horizontal and
vertical stability, streambed condition and stability, stream flow, and wetland hydrology. Of the 24
vegetation plots, one is not meeting success criteria. Based on these results, the Project is on trajectory
to meet interim and final success criteria. For more information on the chronology of the project history
and activity, refer to Appendix A, Table 2. Relevant project contact information is presented in Table 3
and project background information is presented in Table 4.
1.2 Project Goals and Objectives
The Project will meet the goals and objectives described in the Hollowell Final Approved Mitigation Plan
and will address general restoration goals and opportunities outlined in the NC DMS Neuse River Basin
RBRP (DEQ 2010). More specifically, watershed goals and management strategies will be met by:
• Reducing sediment, soil erosion, turbidity, and nutrient inputs such as nitrogen and phosphorus
to the Neuse River Watershed.
• Restoring, enhancing, preserving, and protecting headwater streams, wetlands, riparian buffers
and aquatic habitat functions.
• Improving riparian corridor management and targeting restoration of impacted streams and
riparian buffer areas.
• Promoting agronomic farm management techniques and implementing agricultural BMPs and
water quality features, such as nutrient management and wetlands restoration.
To accomplish these project -specific goals, the following objectives will be measured to document overall
project success:

• Provide a floodplain connection to the incised Project stream reaches by lowering bank height
ratios (BHRs) to less than 1.2, thereby promoting a more natural headwater flow regime and
overbank flood flows,
• Improve bedform diversity by increasing scour pool spacing and depth variability,
• Increase native species riparian buffer and wetland vegetation density/composition along
streambank and floodplain areas that meet requirements of a minimum 50-foot-wide and 210
stems/acre after the monitoring period,
• Improve aquatic habitat and fish species diversity and migration through the addition of in -stream
cover and native woody debris,
Site protection is provided by a 72-acre conservation easement with a minimum width of 50 feet from the
top of the restored stream banks. The easement protects all project streams, wetlands and aquatic
resources in perpetuity.
1.3 Project Success Criteria
The success criteria for the Project follows the approved performance standards and monitoring protocols
from the final approved mitigation plan; which was developed in compliance with the USACE October
2016 Guidance, USACE Stream Mitigation Guidelines (April 2003 and October 2005), and 2008
Compensatory Mitigation Final Rule. Cross-section and vegetation plot data will be collected in Years 0, 1,
2, 3, 5, and 7. Stream hydrology data and visual monitoring will be reported annually. Specific success
criteria components and evaluation methods are described below.
1.3.1 Single -Thread Streams
Stream Hydrology: Four separate bankfull or over bank events must be documented within the seven-
year monitoring period and the stream hydrology monitoring will continue until four bankfull events have
been documented in separate years. Stream hydrology monitoring will be accomplished with pressure
transducers installed in pools and correlating sensor depth to top of bank elevation. Recorded water depth
above the top of bank elevation will document a bankfull event. In addition to the pressure transducers,
traditional cork gauges will be installed at bankfull elevation and will be used to document bankfull events
with photographs.
Stream Profiles, Vertical Stability, and Floodplain Access: Stream profiles, as a measure of vertical
stability and floodplain access will be evaluated by looking at Bank Height Ratios (BHR). In addition,
observed bedforms should be consistent with those observed for channels of the design stream type(s).
The BHR shall not exceed 1.2 along the restored Project stream reaches. This standard only applies to
restored reaches of the channel where BHRs were corrected through design and construction. Vertical
stability will be evaluated with visual assessment, cross sections and, if directed by the IRT, longitudinal
profile.
Stream Horizontal Stability: Cross -sections will be used to evaluate horizontal stream stability on restored
streams. There should be little change expected from as -built restoration cross -sections. If measurable
changes do occur, they should be evaluated to determine if the changes represent a movement toward a
more unstable condition (e.g., downcutting, erosion) or a movement towards increased stability (e.g.,
settling, vegetation establishment, deposition along the streambanks, decrease in width/depth ratio).
Cross -sections shall be classified using the Rosgen Stream Classification method and all monitored cross -
sections should fall within the quantitative parameters defined for channels of the design stream type.
4

Reference photo transects will be taken at each permanent cross-section. Lateral photos should not
indicate excessive erosion or continuing degradation of the streambanks. Photographs will be taken of
both streambanks at each cross-section. A survey tape stretched between the permanent cross-section
monuments/pins will be centered in each of the streambank photographs. The water elevation will be
shown in the lower edge of the frame, and as much of the streambank as possible will be included in each
photo. Photographers will attempt to consistently maintain the same area in each photo over time.
Streambed Material Condition and Stability: After construction, there should be minimal change in the
particle size distribution of the streambed materials, over time, given the current watershed conditions
and future upstream sediment supply regime. Because the streambed material and sediment
supply is predominantly sand with minimal gravel, significant changes in particle size distribution and
channel substrate are not expected.
Jurisdictional Stream Flow: Monitoring of stream flow will be conducted to demonstrate that the restored
stream systems classified as intermittent exhibit surface flow for a minimum of 30 consecutive days
throughout some portion of the year during a year with normal or below normal rainfall conditions.
Stream flow monitoring will be accomplished with pressure transducers installed in pools and correlating
sensor depth to the downstream top of riffle elevation. If the pool water depth is at or above the top of
riffle elevation, then the channel will be assumed to have surface flow (Figure 3). The devices will record
water elevation twice per day and will be inspected quarterly to document surface hydrology and provide
a basis for evaluating flow response to rainfall events.
1.3.2 Headwater Streams
Seasonal Flow: Surface flow must be documented using automatic pressure transducers (flow
gauges). Continuous surface water flow within the valley or crenulation must be documented to occur
every year for at least 30 consecutive days during the prescribed monitoring period. This will be
accomplished in the same approach as Jurisdictional Stream Flow above.
Channel Formation: During monitoring years 1 through 4, the preponderance of evidence must
demonstrate a concentration of flow indicative of channel formation within the topographic low -point of
the valley or crenulation as documented by the following indicators:
• Scour (indicating sediment transport by flowing water)
• Sediment deposition (accumulations of sediment and/or formation of ripples)
• Sediment sorting (sediment sorting indicated by grain -size distribution with the primary path of
flow)
• Multiple observed flow events (must be documented by gauge data and/or photographs)
• Destruction of terrestrial vegetation
• Presence of litter and debris
• Wracking (deposits of drift material indicating surface water flow)
• Vegetation matted down, bent, or absent (herbaceous or otherwise)
• Leaf litter disturbed or washed away
During monitoring years 5 through 7, the stream must successfully meet the requirements above and the
preponderance of evidence must demonstrate the development of stream bed and banks as documented
by the following indicators:
4

• Bed and banks (may include the formation of stream bed and banks, development of channel
pattern such as meander bends and/or braiding at natural topographic breaks, woody debris, or
plant root systems)
• Natural line impressed on the bank (visible high-water mark)
• Shelving (shelving of sediment depositions indicating transport)
• Water staining (staining of rooted vegetation)
• Change in plant community (transition to species adapted for flow or inundation for a long
duration, including hydrophytes)
• Changes in character of soil (texture and/or chroma changes when compared to the soils abutting
the primary path of flow)
1.3.3 Wetlands
Wetland Hydrology: The performance standard for wetland hydrology will be a minimum 12 to 16 percent
based on the suggested wetland saturation thresholds for soils taxonomic subgroups provided by the IRT
and on -site wetland reference data. The proposed success criteria for wetland hydrology will be when the
soils are saturated within 12 inches of the soil surface for 12 to 16 percent (27 to 36 days) of the growing
season (March 21 through November 6) based on WETS data table for Wayne County, NC. The saturated
conditions should occur during a period when antecedent precipitation has been normal or drier than
normal for a minimum frequency of 5 years in 10 (USACE, 2005 and 2010b). Precipitation data will be
obtained from the Cherry Research Station near Goldsboro (GOLD), which is approximately 4 miles east
from the Project site and a rain gauge was installed on site.
1.3.4 Vegetation
Vegetation monitoring will occur in the fall each required monitoring year, typically prior to leaf drop.
Plots will be monitored in years 1, 2, 3, 5, and 7. Vegetative success for the Project during the intermediate
monitoring years will be based on the survival of at least 320, three -year -old planted stems per acre at
the end of Year 3 of the monitoring period; and at least 260, five -year -old, planted stems per acre that
must average six feet in height at the end of Year 5 of the monitoring period. The final vegetative
restoration success criteria will be achieving a density of no less than 210, seven -year -old planted stems
per acre that must average eight feet in height in Year 7 of monitoring.
1.3.5 Visual Assessment
WLS will conductvisual assessments in support of mitigation performance monitoring. Visual assessments
of all stream reaches will be conducted twice per monitoring year with at least five months in between
each site visit for each of the seven years of monitoring. Photographs will be used to visually document
system performance and any areas of concern related to streambank and bed stability, condition of in -
stream structures, channel migration, active headcuts, live stake mortality, invasive plant species or
animal browsing, easement boundary encroachments, cattle exclusion fence damage, and general
streambed conditions. Permanent photo points are at the cross -sections, culvert crossings, and
Enhancement 11 reaches.

2 Project Mitigation Components
2.1 Project Components
The Project mitigation components include a combination of Stream Restoration, Enhancement, and
Preservation activities, as well as Riparian Wetland Restoration (Re-establishment), Enhancement, and
Preservation activities, as summarized in the table below.
Table 1. Mitigation Plan Stream Mitigation Credits (SMCs)
Stream Restoration (HW/PI)
2,151
2,131
1:1
2,131
Stream Restoration (PI)
1,777
2,007
1:1
2,007
Stream Preservation
228
228
10:1
23
Stream Restoration (HW/PI)
615
615
1:1
615
Stream Restoration (PI/PII)
1,151
1,151
1:1
1,151
Stream Enhancement Level II
1,923
1,923
3:1
641
Stream Restoration (HW/PI)
667
667
1:1
667
Stream Preservation
257
257
10:1
26
Note 1: No mitigation credits were calculated outside the conservation easement boundaries.
Note 2: Headwater (HW) stream credits calculated using valley length.
Table 1b. Mitigation Plan Wetland Mitigation Credits (WMCs)
Wetland Preservation
2.49
10:1
0.25
Wetland Re-establishment
1.59
1:1
1.59
Wetland Enhancement
0.84
3:1
0.28
Wetland Re-establishment
0.77
1:1
0.77
Wetland Enhancement
0.90
3:1
0.30
Wetland Re-establishment
1.63
1:1
1.63
3 Monitoring Year 2 Assessment and Results
The dates of Year 2 monitoring activities are detailed in Appendix A, Table 2. All Year 2 monitoring data is
presented in this report and in the appendices. The Project is on track for meeting stream and wetland
success criteria. One vegetation plot is not meeting interim success criteria. All monitoring device
locations are depicted on the CCPV (Figures 1a and 1b).

3.1 Morphological Assessment
3.1.1 Stream Horizontal Pattern & Longitudinal Profile
Visual assessment was utilized for assessment of MY2 horizontal and vertical stream stability. The visual
assessments for each stream reach document MY2 stream channel pattern and longitudinal profiles, and
in -stream structure location/function, which align with the profile design parameters and MYO/baseline
conditions (Appendix D). The MY2 planform geometry and dimensions fall within acceptable ranges of the
design parameters for all restored reaches. Minor channel adjustments in riffle slopes, pool depths and
pattern were observed based on appropriate sediment transport and stream bank vegetation
establishment.
As noted in the MY1 report two potential isolated stream problem areas were identified during the visual
assessment and are noted on the CCPV map (Figure 1a) for MY2. Minor erosion is occurring around a log -
weir on UT1-RI at approximate station 30 + 90. Also, an area of minor bank erosion is occurring on UT1-
R2 at approximate station 40 + 25 where overland flow originating from wetland W4 and W4a is entering
the stream. Neither issue affects the overall stability of the reach and will be monitored closely during
MY3. Additional livestakes were installed in February 2021 to help stabilize the banks. No further action
is required at this time.
WLS staff noted beaver activity on the lower 100 feet of UT1-R2 and the lower portion of UT2-R2 during
MY1. WLS contacted the North Carolina Beaver Management Assistance Program, and successful trapping
occurred at the end of MY1. Beaver impacts to the site were negligible and did not negatively affect stream
pattern, profile, or vegetation on either reach. No additional beaver activity was noted during MY2
quarterly visits. WLS will continue to monitor these areas closely and any remedial action taken during
MY3 will be noted in future reports.
3.1.2 Stream Horizontal Dimension
The MY2 channel dimensions generally match the design parameters and are within acceptable and stable
ranges of tolerance. Five of the 11 cross -sections are located in headwater restoration reaches and the
remaining six cross -sections are located in Priority 1/11 single -thread restoration channels. All six of the PI/II
cross -sections show little to no change in the bankfull area and bank height ratios are less than 1.2. It is
expected that over time that some pools may accumulate fine sediment and organic matter; however,
this is not an indicator of channel instability. Maximum riffle depths are also expected to fluctuate slightly
throughout the monitoring period as the channels adjust to the new flow regime and catchment
conditions. Headwater cross -sections are expected to fluctuate throughout the initial monitoring years 1-
4 as the headwater streams exhibit channel formation.
3.2 Stream Hydrology
3.2.1 Stream Flow
The flow gauges on UT1-R2 and UT2-R2 document that the stream exhibited surface flow for a minimum
of 30 consecutive days throughout the monitoring year (Appendix E, Figure 2). Additionally, to determine
if rainfall amounts are normal for the given year, precipitation data was obtained from the onsite rain
gauge, installed near UT2-R2 and compared with data from the North Carolina Climate Office from a
weather station located at Cherry Research Station, approximately 4 miles east of the site.
4

3.2.2 Bankfull Events
During MY2, bankfull events were recorded on both pressure transducers (and the associated crest
gauges). UT1-R2 gauge recorded ten events with a maximum event of 1.2 feet above bankfull elevation
occurring on August 7t", 2021. UT2-R2 gauge recorded 12 events with a maximum event of 1.5 feet above
bankfull occurring between January 1st and January 3rd, 2021. CG-2 (UT2-R2) had a data download issue
due to a malfunction in the Onset shuttle, resulting in lost data beginning August 5t", 2021. CG-2 was reset
with a properly functioning shuttle during monitoring data collection on October 5t", 2021. The associated
data is in Appendix E.
3.2.3 Headwater Stream Channel Formation
During MY2, streams UT1-RI, UT2-RI and UT2A all exhibited evidence indicative of channel formation
within the topographic low -point of the valley. See tables in Appendix D for channel formation
documentation.
3.2.4 Wetland Hydrology
Data for the eight groundwater wells installed is available in Appendix E. Seven out of the eight wells are
in creditable wetland areas, and the remaining well (Groundwater Well 1) is adjacent to UT1-R2 to
document fluctuations in the hyporheic zone and is not documenting a wetland area. The seven wetland
groundwater wells are all meeting the wetland saturation thresholds of 12 to 16 percent. WG-3 located
in wetland W4a experienced a malfunction due to a blocked sensor port on May 9t", 2021 and was
repaired during the quarterly visit on August 5t", 2021. WG-4 located in W3, WG-5 located in W3a, and
WG-8 located in W1 had data download malfunctions due to a defective Onset shuttle resulting in lost
data beginning August 5t", 2021. WG-4, WG-5 and WG-8 were reset with a properly functioning shuttle
during monitoring data collection on October 5t", 2021. Groundwater well locations are shown on Figures
1a and 1b.
3.3 Vegetation
Monitoring of the 24 permanent vegetation plots was completed during the first week of October 2021.
Vegetation data can be found in Appendix C with the associated photos located in Appendix B. The MY2
average planted density is 517 stems per acre, which exceeds the interim measure of vegetative success
of at least 320 planted stems per acre at the end of the third monitoring year. Twenty-three of the 24
vegetation plots met the interim measure of success for stems per acre. Volunteer river birch (eetula
nigra) and tulip poplar (Liriodendron tulipifera) were noted in MY2, and more volunteer species are
expected to establish in upcoming years.
Two vegetation problem areas (VPA) were identified during MY2 visual assessments. VPA-1 is
approximately 0.52 acres in size. This area encompasses vegetation plot 4. This area experienced rutting
and damage from feral hogs which moved through the site during MY2. The landowner has been made
aware of the feral pigs. No additional areas of damage were located during visual assessment of the site.
VPA-2 is approximately 0.39 acres in size and is located in W2a. This area is extremely wet and has thick
wetland herbaceous vegetation that has negatively impacted tree survival in the area. WLS will replant
these areas with appropriate stems from the approved mitigation plan and will include the data in the
MY3 report.
Three areas of minor landowner encroachment were identified in MY2. One area is located along the
easement near Wetland 4 (W4) and is approximately 0.47 acres. The second area is along the easement
4

near UT2-R1 and is approximately 0.19 acres. The third area is along the easement by UT2-R3 and is
approximately 0.05 acres. All encroachments are a result of mowing vegetation along the easement
boundary due to farming activities. During MY3 the easement will be more clearly marked and replanted
with appropriate stems from the approved mitigation plan. Landowners have been contacted and notified
of the encroachments and the conservation easement rules to prevent further easement issues. All future
actions will be documented in the MY3 report.
A significant population of privet (Ligustrum sinense) was located along the headwater restoration portion
of UT1-RI prior to construction. Construction activities removed the existing privet within the easement,
and no additional privet treatments were necessary during MY1. Privet along UT1-RI was treated in MY2
with backpack foliar spray of glyphosate and triclopyr. Small, isolated pockets of common cattail (Typho
lotifolio) were also treated within the stream channel of UT1-RI, UT1-R2, UT2-RI, UT2A, and UT2-R2. See
table below for treatment schedule. These areas will be closely monitored during MY3, and re -sprouts will
be treated as needed to prevent further establishment. Any subsequent vegetation management for
problem or invasive species will be included in the MY3 report.
problem Vegetation Treatments Table
4/6/2021 Cattail Rodeo 3% 2.75
4/27/2021 Cattail, Privet Rodeo 3% 3
4/27/2021 Privet Garlon 3A 3% 2
4 Methods
Stream cross-section monitoring was conducted using a Topcon Total Station. Morphological data were
collected at 11 cross -sections. Survey data were imported into Microsoft Excel® for data processing and
analysis. The stage recorders include an automatic pressure transducer (HOBO Water Level (13 ft) Logger)
set in PVC piping in the channel. The elevation of the bed and top of bank at each stage recorder location
was recorded to be able to document presence of water in the channel and out of bank events. Visual
observations (i.e. wrack or debris lines) and traditional cork crest gauges were also used to document out
of bank events.
Vegetation success is being monitored at a total of 24 permanent vegetation plots. Vegetation plot
monitoring follows the CVS-EEP Level 2 Protocol for Recording Vegetation, version 4.2 (Lee et al. 2008)
and includes analysis of species composition and density of planted species. Data are processed using the
CVS data entry tool. In the field, the four corners of each plot were permanently marked with PVC at the
origin and rebar at the other corners. Tree species and height will be recorded for each planted stem and
photos of each plot are to be taken from the origin each monitoring year.
Wetland hydrology is monitored to document success in wetland re-establishment and enhancement
areas where hydrology was affected. This is accomplished with eight automatic pressure transducer
gauges (located in groundwater wells) that record daily (twice per day) groundwater levels. Pressure
transducers are HOBO Water Level (13ft) Data Loggers made by Onset. Seven data loggers have been
installed within the wetland crediting area and one was installed adjacent to UT1-R2 to document
fluctuations in the hyporheic zone. Of the seven located in the credited areas, two are installed within a
reference wetland area. One automatic pressure transducer is installed above ground for use as a

barometric reference. Gauges are downloaded quarterly and wetland hydroperiods are calculated during
the growing season. Gauges are downloaded using a data download shuttle (Onset HOBO U-DTW-1
Waterproof Shuttle Data Transporter). Gauge installation followed current regulatory guidance. Visual
observations of primary and secondary wetland hydrology indicators are also recorded during quarterly
site visits.
4

Appendix A:
Background Tables
Table 1: Project Mitigation Components
Table 2: Project Activity and Reporting History
Table 3: Project Contacts
Table 4: Project Information and Attributes

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ReportingTable 2. Project Activity and
Hollowell Mitigation Project (SAW-2017-00159)
plantingElapsed Time Since grading complete:
Elapsed Time Since
reportingNumber of
Activity or Deliverable A-
Institution Date
1 1 year 6
Data Collection
Complete
N/A
months
Completion or
Delivery
7/26/2018
404 permit date
N/A
10/22/2019
Restoration Plan
N/A
8/1/2019
Final Design —Construction Plans
N/A
8/16/2019
Construction
N/A
4/21/2020
Containerized, bare root and B&B plantings for reach/segments
N/A
4/24/2020
As -built (Year 0 Monitoring — baseline)
April -May 2020
7/1/2020
Year 1 Monitoring
10/30/2020
11/6/2020
Year 2 Monitoring
10/8/2021
10/22/2021
Year 3 Monitoring
Year 4 Monitoring
Year 5 Monitoring
Year 6 Monitoring
Year 7 Monitoring/ Close Out
= The number of reports or data points produced excluding the baseline
Bolded items are examples of those items that are not standard, but may come up and should be included
Non -bolded items represent events that are standard components over the course of a typical project, but the one listed may not be all in(
The above are obviously not the extent of potential relevant project activities, but are just provided as example as part of this exhibit.

3. Project Contacts Table
HollowellTable
..(SAW-2017-00159)
Designer
Water & Land Solutions, LLC
7721 Six Forks Rd, Suite 130, Raleigh,
NC 27615
Primary project design POC
Kayne Van Stell
Phone: [phone]
Construction Contractor
Wright Contracting, LLC
PO Box 545, Siler City, NC 27344
Construction contractor POC
Ross Kennedy
Phone: [phone]
Survey Contractor
WithersRavenel
115 MacKenan Drive, Cary, NC 27511
Survey contractor POC
Marshall Wight
Phone: [phone]
Planting Contractor
Ripple EcoSolutions, LLC
215 Moonridge Road, Chapel Hill, NC 27516
Planting contractor POC
George Morris
Phone: [phone]
Seeding Contractor
Wright Contracting, LLC
PO Box 545, Siler City, NC 27344
Contractor point of contact
Ross Kennedy
Phone: [phone]
Seed Mix Sources
Green Resource
[phone]
Nursery Stock Suppliers (Bare Roots)
Native Forest Nursery
Phone: [phone]
Nursery Stock Suppliers (Bare Root/plugs)
Mellow Marsh Farm
Phone: [phone]
Nursery Stock Suppliers (Live Stakes)
Foggy Mountain Nursery
Phone: [phone]
Monitoring Performers
Water & Land Solutions, LLC
7721 Six Forks Rd, Suite 130, Raleigh,
NC 27615
Stream Monitoring POC
Emily Dunnigan
Phone: [phone]
Vegetation Monitoring POC
Emily Dunnigan
Phone: [phone]
Wetland Monitoring POC
Emily Dunnigan
Phone: [phone]

Table 4. Project Background
Project Name
Information
Hollowell Mitigation Project
County
Wayne
Project Area (acres)
72.049
Project Coordinates (latitude and longitude)
35.35814°,-78.11642'
Planted Acreage (Acres of Woody Stems Planted)
57 in total and 17 for stream/wetland
���.jectWate�hed Summary
Physiographic Province
Information Er
Inner Coastal Plain
River Basin
Neuse
USGS Hydrologic Unit 8-digit 03020201
USGS Hydrologic Unit 14-digit 03020201170060
DWR sub -basin
03-04-02
Project Drainage Area (Acres and Square Miles)
184 ac and 0.288 sq. mi (UT1-R1), 512 ac and 0.8 sq.
mi(UT2-R3)
Project Drainage Area Percentage oflmpervious Area
<1q
CGIA Land Use Classification
2.01.03, 2.01.01, 3.02 (46 % pasture/hay, 24 % row
crop, 16% mixed forest)
Reach Summary Information
Parameters
Reach UT7-R1
Reach UT1-R2
Reach UT2-R1
(upper)
Reach UT2-R1
pourer)
Reach U72-R2
Reach U72-R3
Reach U72A
Reach U726
Length of reach (linear feet)
2,131
2,007
228
615
1,151
1,923
667
257
Valley confinement (Confined, moderately confined, unconfined)
unconfined
unconfined
unconfined
unconfined
unconfined
unconfined
unconfined
unconfined
184 ac and 0.288
260 ac and 0.406
45 ac and 0.070
256 ac and 0.400
512 ac and 0.800
69 ac and 0.108
306 ac and 0.478
Drainage area (Acres and Square Miles)
sq mi
sq mi
sq mi
N/A
sq an
sq mi
sq mi
sq mi
Perennial, Intermittent, Ephemeral
Intermittent
Perennial
Intermittent
Intermittent
Perennial
Perennial
Intermittent
Perennial
NCDWR Water Quality Classification
C, WS-IV
C, WS-IV
C, WS-IV
C, WS-IV
C, WS-IV
C, WS-IV
C, WS-IV
C, WS-IV
Stream Classification (existing)
E5 (incised)
E5 (incised)
E5 (incised)
E5 (incised)
E5 (incised)
E5
E5 (incised)
E5
Stream Classification (proposed)
DA/E5
E5/C5
DA/E5
LA/E5
E5/C5
N/A
DA
N/A
Evolutionary trend (Simon)
IV/V
IV/V
IV/V
IV/V
IV/V
IV/V
V
V
FEMA classification
AE
AE
Welland Summary Information
N/A
N/A
AE
AE
N/A
AE
Parameters
W1
W2
W2a
now
W3
Ma
W4
Ma
Size of Wetland (acres)
2.3
2.49
1.59
0.84
0.77
0.9
1.63
Wetland Type (non -riparian, riparian nverine or riparian non-rivenne)
RR
RR
RR
RR
RR
RR
RR
Mapped Soil Series
Bb, Kn
CrC2, NoC,
We
KaD, Po
Po, AyA
Ke, Lv
Ke, Lv, To
WaD, We
moderatly well
drained, well
moderatly well
very poorly
well drained,
Drainage class
poorly drained
drained, well
poorly drained
drained, very
drained, well
well drained,
poorly drained,
drained, poorly
poorly drained
drained
poorly drained
very poorly
drained
drained
Non-Hydric, Non-
Non-Hyrd ric,
Non-Hydric,
Non-Hydric,
Soil Hydnc Status
Hydric
Hyrdic, Non-
Hydric
Hydric
Hydric, Non-Hydric
Hydric
Hydric, Hydric
Hydric, Hydric
Groundwater,
Groundwater,
Groundwater,
Groundwater,
Groundwater,
Groundwater,
Groundwater,
Source of Hydrology
Surface Hydrology
Surface
Surface
Surface
Surface Hydrology
Surface
Surface
Hydrology
Hydrology
Hydrology
Hydrology
Hydrology
Restoration or enhancement method (hydrologic, vegetative etc.)
Regulatory Considerations
Preservation
Preservation
R:Hydro/veg
E: hydro/veg R: Hydro/Veg E: HydrofVeg R: Hydro/veg
Parameters
Applicable?
Resolved?
Supporting Docs?
Water ofthe United States -Section 404
Yes
Yes
PCN
Water ofthe United States -Section 401
Yes
Yes
PCN
Endangered Species Act
Yes
Yes
PCN/Prospectus
Historic Preservation Act
No
N/A
PCN/Prospectus
Coastal Zone Management Act (CZMA or LAMA)
No
N/A
N/A
FEMA Floodplain Compliance
Yes
Yes
Floodplain develop
permit
Essential Fisheries Habitat
No
N/A
N/A

Appendix B:
Visual Assessment Data
Figure 1a & 1b: Current Condition Plan View (CCPV)
Stream Station Photographs
Vegetation Plot Photographs
Crossing Photographs
Additional Photographs

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Appendix C:
Vegetation Monitoring Plot
Data
Table 5a: Planted and Total Stem Counts
Table 5b: Vegetation Plot Mitigation Success Summary
Table 5c: Red -line Planting List

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Table 5b: Vegetation
Plot #
Plot
Planted
Stems/Acre
_
Mitigation Success Summary Table
Volunteers/ Total Success
Criteria
Acre Stems/Acre
Met
Average
Stem Height
(ft)
0
0
AverageProject

Species
Fraxinus pennsylvanica
HollowellTable 5c:
Red -line Planting
Common Name
Green ash
.
List
Stems
2400
% Planted
5.85%
Mitigation
Plan Percent
7%
Betula nigra
River birch
3400
8.29%
7%
Quercus nigra
Water oak
2100
5.12%
5%
Nyssa biflora
Swamp black gum
1050
2.56%
5%
Platanus occidentalis
Sycamore
3400
8.29%
7%
Liriodendron tulipifera
Tulip poplar
2800
6.83%
7%
Quercus phellos
Willow oak
1600
3.90%
5%
Quercus alba
White oak
1700
4.15%
5%
Quercus bicolor
Swamp white oak
1700
4.15%
5%
Taxodium distichum
Bald cypress
2900
7.07%
5%
Magnolia virginiana
Sweetbay magnolia
2100
5.12%
6%
Carpinus caroliniana
Ironwood
2900
7.07%
6%
Ulmus americana
American elm
1175
2.87%
0%
Aronia arbutifolia
Red chokecherry
1419
3.46%
0%
Ceplalanthus occ
Buttonbush
400
0.98%
0%
Cyrilla racimiflora
Titi
173
0.42%
6%
Itea virginica
Sweetspire
1902
4.64%
6%
Viburnum nudum
Possomhaw viburnum
2206
5.38%
0%
Clethra alnifolia
Sweet pepperbush
1620
3.95%
6%
Corpus amomum
Silky dogwood
1312
3.20%
0%
Persea borbonia
Red bay
408
0.99%
0%
Ilex glabra
Inkberry
841
2.05%
0%
Quercus pagoda
Cherrybark oak
800
1.95%
0%
Quercus michauxii
Swamp chestnut oak
700
1.71%
0%
D r� 1..�+Rs
Swamp bay
8
9.99,04
C..6..,tq- s r
C..,-,.v.p.J.,.,6,.,6,6,1.,
8
�e
6%
Total
41,006
100%
* changes from mitigation plan in red

Appendix D:
Stream Measurement and
Geomorphology Data
MY2 Cross -Sections
Table 6a: Baseline Stream Data Summary
Table 6b: Cross-section Morphology Data
Table 6c: Stream Reach Morphology Data

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Table .. Evidence of Headwater
Channel Format
Hollowell.
Channel Forming Indicators - UT1-111
.
my' AM
my=����
Scour (indicating sediment transport by flowing water)
Yes
Yes
Sediment deposition (accumulations of sediment and/or
formation of ripples)
Yes
Yes
Sediment sorting (sediment sorting indicated by grain -size
distribution within primary flow path)
Yes
Yes
Multiple observed flow events (must be documented by
gauge data and/or photographs)
Yes
Yes
Destruction of terrestrial vegetation
No
Yes
Presence of litter and debris
Yes
No
Wracking (deposits of drift material indicating surface water
flow)
Yes
No
Vegetation matted down, bent, or absent (herbaceous or
otherwise)
No
Yes
Leaf litter disturbed or washed away
No
No
Scour (indicating sediment transport by flowing water)
Yes
Yes
Sediment deposition (accumulations of sediment and/or
formation of ripples)
Yes
No
Sediment sorting (sediment sorting indicated by grain -size
distribution within primary flow path)
Yes
Yes
Multiple observed flow events (must be documented by
gauge data and/or photographs)
Yes
Yes
Destruction of terrestrial vegetation
No
No
Presence of litter and debris
Yes
No
Wracking (deposits of drift material indicating surface water
flow)
Yes
No
Vegetation matted down, bent, or absent (herbaceous or
otherwise)
No
Yes
Leaf litter disturbed or washed away
No
No
Scour (indicating sediment transport by flowing water)
Yes
Yes
Sediment deposition (accumulations of sediment and/or
formation of ripples)
No
No
Sediment sorting (sediment sorting indicated by grain -size
distribution within primary flow path)
No
No
Multiple observed flow events (must be documented by
gauge data and/or photographs)
Yes
Yes
Destruction of terrestrial vegetation
Yes
No
Presence of litter and debris
No
No
Wracking (deposits of drift material indicating surface water
flow)
No
Yes
Vegetation matted down, bent, or absent (herbaceous or
otherwise)
No
Yes
Leaf litter disturbed or washed away
No
No

Appendix E:
Hydrologic Data
Table 7: Verification of Bankfull Events
Figure 2: Surface Flow Data
Figure 3: Flow Gauge and Crest Gauge Installation Diagram
Figure 4: Rainfall Data
Figure 5: Wetland Gauge Data

Monitoring
Year
Date of Collection
7/7/2020
Table 7A:
Hollowell
Date of
Occurrence
4/30/2020
Verification of Bankfull Events
Mitigation Site - WILS Neuse
Method
Pressure Transducer
- UTI-R2
01 Bank
Photos/Notes M
No
Measurement
above bankfull
0 (feet)
0.495
7/7/2020
5/20/2020
Pressure Transducer
No
0.142
7/7/2020
6/17/2020
Pressure Transducer
No
0.38
10/26/2020
8/4/2020
Pressure Transducer
No
0.665
M Y1
10/26/2020
8/9/2020
Pressure Transducer
No
0.272
10/26/2020
8/20/2020
Pressure Transducer
No
0.327
10/26/2020
9/5/2020
Pressure Transducer
No
1.701
10/26/2020
9/11/2020
Pressure Transducer
No
0.778
10/26/2020
9/17/2020
Pressure Transducer
No
0.526
10/26/2020
9/25/2020
Pressure Transducer
No
0.429
10/26/2020
9/29/2020
Pressure Transducer
No
0.702
10/26/2020
10/11/2020
Pressure Transducer
No
0.194
10/26/2020
10/25/2020
Pressure Transducer
No
0.273
10/26/2020
Unknown
Cork Gauge
Yes
1.4
3/29/2021
1/2/2021 -
1/10/2021
Pressure Transducer
Bankfull as a result of backwater
from the Neuse River
3.921
MY2
3/29/2021
1/26/2021
Pressure Transducer
Bankfull from rain event
0.221
3/29/2021
1/31/2021
Pressure Transducer
Bankfull from rain event
0.169
3/29/2021
2/11/2021-
2/25/2021
Pressure Transducer
Bankfull as a result of backwater
from the Neuse River
3.993
3/29/2021
3/16/2021
Pressure Transducer
Bankfull from rain event
0.578
3/29/2021
Unknown
Cork Gauge
Yes
3.5
8/5/2021
6/3/2021
Pressure Transducer
Bankfull from rain event
0.885
8/5/2021
6/10/2021
Pressure Transducer
Bankfull from rain event
0.163
8/5/2021
7/8/2021
Pressure Transducer
Bankfull from rain event
0.285
8/5/2021
7/27/2021
Pressure Transducer
Bankfull from rain event
0.321
8/5/2021
8/1/2021
Pressure Transducer
Bankfull from rain event
0.29
8/5/2021
8/4/2021
Pressure Transducer
Bankfull from rain event
0.25
8/5/2021
Unknown
Cork Gauge
Yes
1.2
10/1/2021
8/7/2021
Pressure Transducer
Bankfull from rain event
1.289
3/29/2021 8/5/2021

Table 7B:
Hollowell
Verification of Bankfull Events
Mitigation Site - WLS Neuse
- UT2-R2
01 Bank
Measurement
Monitoring
Date of
above bankfull
Yea r
Date of Collection
Occurrence
Method
Photos/Notes hk
(feet)
7/7/2020
Unknown
Cork Gauge
Yes
0.72
7/7/2020
4/30/2020
Pressure Transducer
No
1.498
7/7/2020
5/20/2020
Pressure Transducer
No
0.658
M Y1
7/7/2020
5/28/2020
Pressure Transducer
No
0.206
7/7/2020
6/17/2020
Pressure Transducer
No
0.834
10/26/2020
8/4/2020
Pressure Transducer
No
1.353
10/26/2020
8/9/2020
Pressure Transducer
No
0.284
10/26/2020
Unknown
Cork Gauge
Yes
0.55
1/1/2021-
3/21/2021
1/3/2021
Pressure Transducer
Bankfull from rain event
1.56
3/21/2021
2/1/2021
Pressure Transducer
Bankfull from rain event
0.228
2/11/2021-
3/21/2021
2/16/2021
Pressure Transducer
Bankfull from rain event
1.142
2/18/2021-
3/21/2021
2/20/2021
Pressure Transducer
Bankfull from rain event
1.263
3/21/2021
Unknown
Cork Gauge
Yes
1.2
8/5/2021
3/16/2021
Pressure Transducer
Bankfull from rain event
1.469
8/5/2021
3/31/2021
Pressure Transducer
Bankfull from rain event
0.222
M Y2
8/5/2021
6/2/2021-
6/5/2021
Pressure Transducer
Bankfull from rain event
1.453
8/5/2021
6/9/2021-
6/13/2021
Pressure Transducer
Bankfull from rain event
0.442
8/5/2021
6/26/2021
Pressure Transducer
Bankfull from rain event
0.49
8/5/2021
6/29/2021-
7/2/2021
Pressure Transducer
Bankfull from rain event
0.321
8/5/2021
7/8/2021-
7/15/2021
Pressure Transducer
Bankfull from rain event
0.622
8/5/2021
Unknown
Cork Gauge
Yes
0.8
8/5/2021
7/18/2021 -
8/5/2021
Pressure Transducer
Bankfull from rain event
0.57
3/21/2021 8/5/2021

Figure 2: Surface Flow Data
Hollowell Flow Gauge FG-1 (UT1-R1)
2 Maximum Days of Consecutive Flow: 107 days (1/1/2021- 4/18/2021)
1.75
1.5
� 125
t
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Sensor
Depth
Downstream
Riffle
1.2
1
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aci 0.6
0
E
cc
0.4
0.2
Hollowell Flow Gauge FG-2 (UT2-R1)
Maximum Days of Consecutive Flow: 278 days (1/1/2021- 10/5/2021)
4
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Rainfall
Sensor Depth
Downstream
Riffle

Hollowell Crest Gauge CG-1 (UT1-R2)
5
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Stream
Max Depth
-Bankfull
Depth
Hollowell Crest Gauge CG-2 (UT2-R2)
3
Lost data due to
download
2.5 malfunction
10/5/2021
End of MY2 Data
3.5
3
2.5 v
U
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2
4—
c
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N N N N N N N N N N N N N N N N N N N N
O O O O O O O O O O O Oc O O 0000 o O O O O O O O
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z 1'
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o„
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it N +
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CROSS SECTIONAL VIEW OF STREAM
PRESSURE
TRANSDUCER
CORK GAUGE
TOP OF CREST GAUGE
O rrf-- HEIGHT = 4.75
LU
Illlli l
O
co
LU co
co'
FT7— � �- � � F-�
� -H-� FEM-P
Crest Gauge CG-1 (UT1-R2)
Bankfull Event Depth (for transducer) = (Top of Gauge + Sensor Depth) - Bankfull Depth
Bankfull Event Depth = 0.95
CROSS SECTIONAL VIEW OF STREAM
PRESSURE
TRANSDUCER
CORK GAUGE
TOP OF CREST GAUGE
C] HEIGHT = 5.25
9.13=
BANKFULL
DEPTHLU
III III
a
= Q IIIIII I�
o
co
co
Crest Gauge CG-2 (UT2-R2)
Bankfull Event Depth (for transducer) _ (Top of Gauge + Sensor Depth) - Bankfull Depth
Bankfull Event Depth = 1.10

10.00 Monthly Rainfall
OWN
8.00
7.00
7 6.00
v
u
u
�-� 5.00
�0 4.00
m
w
S 3.00
M
z
PA111J
1.00
0.00
Jan-21
Feb-21 Mar-21 Apr-21 May-21 Jun-21 Jul-21 Aug-21 Sep-21 Oct-21 Nov-21 Dec-21
Observed Monthly Rainfall -30th Percentile -70th Percentile
30th and 70th percentile data collected from weather station GOLD - Cherry Research Station in Goldsboro, NC.
*Incomplete Month
Jan-21
30th Percentile
2.22
70th Percentile
3.84
ObservedMonth
7.17
Feb-21
2.16
4.02
7.48
Mar-21
2.25
3.95
4.79
Apr-21
2.67
4.41
0.97
May-21
2.60
4.73
1.75
Jun-21
2.70
5.32
9.04
J u I-21
4.43
6.57
9.34
Aug-21
4.66
6.39
4.94
Sep-21
3.97
8.03
2.43
Oct-21
1.39
3.88
Nov-21
1.70
4.18
Dec-21
2.48
4.42

Figure 5
Max
Saturation within 12 Inches
CRONOS Station:
Monitoring Gauge Name MY1
020
Groundwater Gauge 1
Consecutive Hydroperiod
of Soil Surface (Percent of
GOLD - Cherry Research
MY2 MY3 MY4
2021 2022 2023
Growing
Station
MY5
2024
Season
MY6
2025
3/21-11/6)
MY7
2026
Mean
Wetland Gauge 2
Wetland Gauge 3
Wetland Gauge 4
Wetland Gauge 5
Wetland Gauge 6
Wetland Gauge 7
Wetland Gauge 8
Fails to meet 12% hydroperiod
Meets 12% hydroperiod

Hollowell Groundwater Gauge GW-1
15
10
5 5
U
U
0
L
fl- -5
0
0 -20
-25
3.5
3
2.5 N
U
C
2
c
1.5 of
a
1 �
0.5
-30
0
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
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L!
a)
N
lOO
N
lOO
a)
M
n
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'T
0000
N
l\0
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M
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00
N
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N
ci
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N
N
m
m
m
l0
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n
00
00
Ol
Ol
ci
O
ci
c1
-1
ci
c1
N
ci
N
ci
Rainfall — Groundwater Depth Ground Level 12" Below Surface Growing Season
Hollowell Groundwater Gauge WG-2 (W4)
15
10
5 5
U
U
0
L
fl- -5
0
0 -20
-25
3.5
3
2.5 --
N
U
C
2
c
1.5 of
a
1 �
-30
0
rI40
rI40
rI40
rI40
rI40
rI40
rI40
rI40
rI40
rI40
N
N
N
N
N
N
N
N
0
O
0
O
0
O
O
O
O
O
O
O
O
0
O
O
0
0
O
O
0
0
O
0
O
O
O
O
O
O
O
O
O
O
O
O
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
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a)
N
l\0
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00)
M
n
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00
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ci
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-1
-1
ci
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N
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fV
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Rainfall — Groundwater Depth Ground Level 12" Below Surface Growing Season

Hollowell Groundwater Gauge WG-3 (W4a)
15
10
5 5
U
U
0
L
fl- -5
0
0 -20
-25
3.5
3
2.5 N
U
C
2
c
1.5 of
a
1 �
0.5
-30---- - -- --- ---- .— — ---I 1 0
N
O
N
O
N
O
N
O
N
O
N
O
N
O
N
O
N
O
N
O
N
O
N
O
N
O
N
O
N
O
N
O
N
O
N
O
N
O
N
O
N
O
N
O
N
O
N
O
N
O
N
O
N
O
N
N
N
N
N
N
N
N
fV
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
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N
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N
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\
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ci
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ci
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N
ci
N
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Rainfall
-
Groundwater
Depth
Ground
Level
12"
Below Surface
Growing
Season
Hollowell Groundwater Gauge WG-4 (W3)
15
10
5 5
U
U
0
L
fl- -5
0
0 -20
-25
3.5
3
2.5 --
N
U
C
2
c
1.5 of
a
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0
rI40
N
N
N
N
N
N
N
N
N
N
N
O
0
O
0
O
0
0
O
O
0
O
0
O
0
0
O
0
O
O
0
O
0
O
0
O
0
O
0
O
0
O
O
O
O
O
O
O
O
O
O
O
O
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
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m
m
m
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n
00
00
Ol
Ol
ci
O
c-I
c1
ri
c-I
c-I
N
c-I
fV
c-I
Rainfall - Groundwater Depth Ground Level 12" Below Surface Growing Season

Hollowell Groundwater Gauge WG-5 (W3a)
15
10
5 5
U
U
0
L
fl- -5
0
0 -20
-25
3.5
3
2.5 N
U
C
2
c
1.5 of
a
1 �
0.5
-30
0
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
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N
l\0
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l\0
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n
-1
'T
0000
N
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m
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n
00
00
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Ol
ci
O
c-I
-1
-1
c-I
c1
N
c-I
N
c-I
Rainfall - Groundwater Depth Ground Level 12" Below Surface Growing Season
Hollowell Groundwater Gauge WG-6 (W2)
15
10
5
U
U
0
L
fl- -5
0
0 -20
-25
3.5
3
2.5 --
N
U
C
2
c
1.5 of
a
1 �
-30 - - - - - - - - - - --- — - - - - - - -- — -- - L L 0
N
O
N
O
N
O
N
O
N
O
N
O
N
O
N
O
N
O
N
O
N
O
N
O
N
O
N
O
N
O
N
O
N
O
N
O
N
O
N
O
N
O
N
O
N
O
N
O
N
O
N
O
N
O
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
c\i
L!
a)
N
lOO
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l\0
00)
M
n
-1
'T
0000
N
n
l\0
O
M
n
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'T
00
N
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N
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ci
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ci
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\
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\
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ci
\
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ci
-1
\
-1
ci
-1
N
ci
fV
ci
Rainfall
-
Groundwater
Depth
Ground
Level
12"
Below Surface
Growing
Season

Hollowell Groundwater Gauge WG-7 (W2a)
15
10
5
U
U
0
L
fl- -5
0
L
�Cj -10
3
-15
0
0 -20
-25
3.5
3
2.5 N
U
C
2
c
1.5 of
a
1 �
0.5
-30 -
- - - -
- -
- -
- ---
...—
- -
- -
- -
- ---
-
--
--
-
0
N
O
N
O
N
O
N
O
N
O
N
O
N
O
N
O
N
O
N
O
N
O
N
O
N
O
N
O
N
O
N
O
N
O
N
O
N
O
N
O
N
O
N
O
N
O
N
O
N
O
N
O
N
O
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
c\i
L!
a)
N
lOO
N
l\0
00)
M
n
-1
'T
0000
N
n
l\0
O
M
n
O
'T
00
N
L!
O1
M
N
I,
ci
�--�
\
ci
\
ci
\
N
\
N
\
m
\
m
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\
n
\
00
\
00
\
Ol
\
Ol
O
ci
\
O
ci
c1
\
-1
ci
c1
N
ci
N
ci
Rainfall
-
Groundwater
Depth
Ground
Level
12"
Below Surface
Growing
Season
Hollowell Groundwater Gauge WG-8 (W1)
15
10
5 5
U
U
0
L
fl- -5
0
0 -20
-25
3.5
3
2.5 --
N
U
C
2
c
1.5 of
a
1 �
rI40
rI40
rI40
rI40
rI40
rI40
N
N
N
N
N
N
N
N
N
N
O
0
0
O
0
O
0
O
O
O
O
O
O
O
0
O
0
O
O
0
O
0
0
O
O
0
O
0
O
O
O
O
O
O
O
O
O
O
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
c\i
L!
a)
N
lOO
N
l\0
00)
M
n
-1
'T
0000
N
l\0
O
M
n
O
'T
00
N
L!
O1
M
I,
ci
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\
\
\
\
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\
l\0
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n
\
\
\
\
\
\
O
\
\
N
ci
ci
N
N
m
m
zT
Ln
l0
I,
n
00
00
Ol
Ol
ci
O
ci
-1
-1
ci
-1
N
ci
fV
ci
Rainfall - Groundwater Depth Ground Level 12" Below Surface Growing Season