20180181 Ver 1_Year 1 Monitoring Report_2021_FINAL_20211022

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Erin Davis
Initial Review Completed Date 10/22/2021
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: Scarborough
County: Wayne
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Mitigation Monitoring Report
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Monitoring Report— MY1
Scarborough Mitigation Project
WLS Neuse 02 Umbrella Mitigation Bank
Monitoring Year 1
Calendar Year of Data Collection: 2021
Private Commercial Mitigation Bank for
Stream and Riparian Wetland Compensatory Mitigation Credits
Neuse River Basin (CU 03020202)
USACE Action ID Number: SAW-2017-02527
Wayne County, NC
Data Collection Period: September/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............................................................................................................4
2.1 Project Components.....................................................................................................................4
3 Monitoring Year 1 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......................................................................................................................6
3.2.3 Headwater Stream Channel Formation................................................................................6
3.2.4 Wetland Hydrology...............................................................................................................7
3.3 Vegetation.....................................................................................................................................7
4 Methods................................................................................................................................................7

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
Figures la-c Current Condition Plan View (CCPV)
Photos Stream Station Photographs
Vegetation Plot Photographs
Crossing and Enhancement II Photographs
Appendix C Vegetation Plot Data
Table 5a Stem Counts and Densities
Table 5b Vegetation Plot Mitigation Success Summary
Table 5c Red -line Planting List
Appendix D Stream Measurement and Geomorphology Data
MY1 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 Survey Diagram
Figure 4 Rainfall Data
Figure 5 Groundwater Gauge Data
Figure 6 Groundwater Gauge Installation Soil Notes

1 Project Summary
1.1 Project Location and Description
The Scarborough Mitigation Project ("Project") is a mitigation bank under the WLS Neuse 02 Umbrella
Mitigation Bank. The Project is located approximately four miles southwest of the Town of Goldsboro in
Wayne County, NC (35.3211000,-77.98972222). The Project is located within the 8-digit HUC 03020202,
in the NC Department of Environmental Quality (NCDEQ) sub -basin 03-04-05 (Warm Water Thermal
Regime.
The Project involved the restoration, enhancement, and permanent protection of seven stream reaches
and their riparian buffers totaling approximately 11,306 linear feet of streams. The Project also included
the preservation, re-establishment, and enhancement of riparian wetlands totaling 117.95 acres on the
site. The mitigation plan provides a detailed project summary and Table 1 provides a summary of project
assets. Figures 1a, 1b, and 1c illustrate the project mitigation components.
Monitoring Year 1 (MY1) activities occurred in September and October 2021. This report presents the data
for MY1. The Project meets the MY1 success criteria for stream hydrology, stream horizontal and vertical
stability, streambed condition and stability, stream flow, and wetland hydrology. All 26 fixed vegetation
plots are meeting success criteria. Six of the 15 random vegetation transects are meeting success criteria.
Based on these results, the Project is on a trajectory to meet success criteria in Monitoring Year 2 (MY2).
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 Scarborough 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.
To accomplish these project -specific goals, the following objectives will be measured to document
overall project success:
• Provide a floodplain connection to the incised/channelized Project stream reaches by
maintaining bank height ratios (BHRs) between 1.0-1.2, thereby promoting a more natural
headwater flow regime and overbank flood flows;
• Improve wetland hydrology and vegetation to degraded wetlands by plugging ditches and
establishing wet tolerant native species vegetation;
• Improve channel bedform diversity by increasing scour pool spacing and depth variability;

• Improve aquatic habitat and fish species diversity and migration through the addition of in -
stream cover and native woody debris; and
• Site protection through a 230.838-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 will follow 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 and wetland 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. The devices will record water depth
hourly and will be inspected quarterly. In addition to the pressure transducers, traditional cork gauges
were 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 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 will 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.
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.
4

Additional photo points will be taken annually at the culvert crossings located on the project at Casey Mill
Road and Arrington Bridge Road, and in the Enhancement II section on upper UT2.
Streambed Material Condition and Stability: There should be minimal change in the particle size
distribution of the streambed materials, over time, given the current watershed conditions and limited
upstream sediment supply. 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. 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. A diagram of the flow gauge installation and measurements
can be found in Appendix E.
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, a 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 within primary flow path)
• 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 in
addition must demonstrate the development of stream bed and banks as documented by the following
indicators:
• 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)
4

• 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 at least 12 percent in the
lower elevations (i.e. floodplain areas) and 10 percent along the ridges where hydric soils transition to
upland areas. These hydroperiod ranges are based on the suggested wetland saturation thresholds for
soils taxonomic subgroups provided by the IRT and as compared with 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 10 to 12 percent (23 to 27 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. Precipitation data will be obtained from Seymour -Johnson AFB Airport in Goldsboro, which is
approximately one mile northeast from the Project site. A tipping bucket rain gauge was installed on- site
for reference data.
1.3.4 Vegetation
Vegetation monitoring will occur in the fall each required monitoring year, 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
seven 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 10 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, excess sediment, active headcuts, live stake mortality, invasive
plant species or animal browsing, easement boundary encroachments, and general streambed conditions.
Permanent photo points will be at the cross -sections, culvert crossings, and Enhancement II reaches.
2 Project Mitigation Components
2.1 Project Components
The Project mitigation components included a combination of Stream Restoration and Enhancement, as
well as Riparian Wetland Restoration (Re-establishment), Enhancement, and Preservation activities. The
mitigation types and approved credits are summarized Table 1.

Table 1. As -Built Stream Mitigation Credits (SMCs)
Stream Restoration
(PI/PII) 1,450 1,861
1:1
1,822
Stream Restoration
(PII) 1,176 1,485
1:1
1,485
Stream Restoration
237 241
(PI)
1:1
241
Stream Restoration
1,261 1,166
(HW/PI)
1:1
1,166
Stream Enhancement
UT2 (Upper) 590 586
(HW/PI)
4:1
147
Stream Restoration
UT2 (Lower)
(HW/PI) 1,662 1,712
1:1
1,712
Stream Restoration
(HW/PI) 997 1,483
1:1
1,483
Totals 10,181 11,342i
Note 1: No mitigation credits were calculated outside the conservation easement boundaries.
Note 2: Headwater (HW) stream credits calculated using valley length.
Note 3: Credits were adjusted from the mitigation plan at As -built due to an amended conservation easement
boundary.
Table 1b. As -Built Wetland Mitigation Credits (WMCs)
Wetland Preservation 1.180 10:1 0.120
Wetland Re-establishment 107.400 1:1 106.7003
Wetland Enhancement 7.920 3:1 2.640
Note 1: No mitigation credits were calculated outside the conservation easement boundaries.
Note 2: No wetland mitigation credits were calculated within the 100 foot wide HW stream corridor.
3 Monitoring Year 1 Assessment and Results
The dates of Year 1 monitoring activities are detailed in Appendix A, Table 2. All Year 1 monitoring data is
presented in this report and in the appendices. The Project is on track for meeting stream success criteria.
Vegetation on the site is doing well overall, but a portion of the random vegetation plots are not meeting
criteria. All monitoring device locations are depicted on the CCPV (Figure la-1c).

3.1 Morphological Assessment
3.1.1 Stream Horizontal Pattern & Longitudinal Profile
Visual assessment was utilized for assessment of MY1 horizontal and vertical stream stability. The visual
assessments for each stream reach document MY1 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 MY1 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.
3.1.2 Stream Horizontal Dimension
The MY1 channel dimensions generally match the design parameters and are within acceptable and stable
ranges of tolerance. Eight of the 14 cross -sections are located in coastal 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-RI, UT1B, UT3, and UT2 (upper) document that the stream exhibited surface flow
for a minimum of 30 consecutive days throughout the monitoring year (Appendix E, Figure 2). Flow gauges
2 and 3 (UT1B and UT2) had data download malfunctions resulting in a loss of data beginning August 5tn
2021. Both gauges were reset with a functioning shuttle on October 15Y, 2021. Additionally, to determine
if rainfall amounts are normal for the given year, precipitation data was obtained from the onsite rain
gauge, and compared with data from the NC State Climate Office station KGSB, located at Seymour -
Johnson AFB approximately one mile northeast of the site.
3.2.2 Bankfull Events
During MY1, bankfull events were recorded on both pressure transducers (and the associated crest
gauges). UT1-R2 gauge recorded seven events with a maximum event of 1.6 feet above bankfull elevation
occurring between June 3 and June 6, 2021. UT2-R2 gauge recorded six events with a maximum event of
1.9 feet above bankfull occurring between June 3 and June 6, 2021. CG-1 (UT1-R2) experienced a data
download malfunction that resulted in lost data beginning on August 5tn, 2021. CG-2 (UT2-R2) experienced
a gauge malfunction that resulted in lost data beginning June 20tn, 2021. Both gauges were reset with a
functioning shuttle on October 15Y, 2021. The associated data is in Appendix E.
3.2.3 Headwater Stream Channel Formation
During MY1, streams UT1-RI, UT1B, UT2, and UT3 all exhibited evidence indicative of channel formation
within the topographic low -point of the valley. See appendix D (Table 6d) for channel forming evidence
documentation.
4

3.2.4 Wetland Hydrology
Data for the twenty-six groundwater wells installed is available in Appendix E. All 26 wells are in creditable
wetland areas. Thirteen groundwater wells are located within wetlands with a proposed minimum
hydroperiod of 10 percent. Of these thirteen, seven are meeting the wetland hydrology criterion. The
other thirteen wetland groundwater wells are located within wetlands with a proposed minimum
hydroperiod of 12 percent. Of these thirteen, eleven are meeting the wetland saturation threshold. We
will continue to monitor the wetland gauges closely and do not plan on taking any remedial actions at this
time. Groundwater well locations are shown on Figures la-1c and data is included in Appendix E (Figures
5A and 5B).
3.3 Vegetation
Monitoring of the 26 permanent vegetation plots (joint 404/401) and 15 random vegetation transects
(50m x2m) was completed during the last week of September 2021. Vegetation data can be found in
Appendix C with the associated photos located in Appendix B. The MY1 average planted density is 451
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. All 26 fixed vegetation plots met the interim measure of
success for stems per acre. Six of the 15 random vegetation transects met the interim measure of success
for stems per acre. Dense herbaceous vegetation made it difficult to locate trees along the random
transects. At this time no remedial action is proposed and the areas with lower stem counts will be
monitored closely in MY2. Bald cypress (Taxodium distichum) volunteers were noted in MY1, and more
species are expected to establish in upcoming years.
Visual assessment of vegetation outside of the monitoring plots indicates that the herbaceous vegetation
is becoming well established throughout the project.
A significant population of kudzu (Pueraria montana) was documented west of UT2 (upper) prior to
construction. Initial spray treatments occurred in September 2020. This area will be closely monitored
during MY2, and re -sprouts will be treated as needed to prevent further establishment. During MY1
monitoring activities, WLS staff noted the presence of small, isolated populations of common cattail
(Typha latifolia) on the project site. There are no adverse effects associated with the cattail (i.e.,
aggradation, competition). WLS staff will treat cattails during the appropriate treatment window during
MY2, as needed. Any subsequent vegetation management for problem or invasive species will be included
in the MY2 report.
4 Methods
Stream cross-section monitoring was conducted using a Topcon RL-H5 Laser Level. Morphological data
were collected at 14 cross -sections. Survey data were imported into Microsoft Excel® for data processing
and analysis. The stage recorders include an automatic pressure transducer 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 will also be used to document overbank flow bank events.
Vegetation success is being monitored at a total of 26 permanent vegetation plots (each 10m x 10m) and
15 random vegetation plots/transects (each 2m x 50m). The 26 permanent vegetation plots are joint
404/401 and the 15 transects are 404 only. Vegetation plot monitoring follows the CVS-EEP Level 2
4

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 fixed plot were permanently marked with PVC at the origin and rebar at all
corners. Random transects were marked in the field with flagging tape on each end of the transect and
each stem was marked with flagging tape. Photos of each fixed plot are to be taken from the origin each
monitoring year. Tree species and height will be recorded for each planted stem. Random transects will
be GPS located/mapped and new locations will be monitored in subsequent years.
Wetland hydrology is monitored to document success in wetland restoration and enhancement areas
where hydrology was affected. This is accomplished with 26 recording pressure transducer gauges
(located in groundwater wells) that record twice daily groundwater levels. Pressure transducers are HOBO
Water Level (13ft) Data Loggers made by Onset. Twenty-six data loggers have been installed within the
wetland crediting area. Of the 26 located in the credited areas, one was 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. Gauge installation followed current regulatory guidance. Visual observations of primary and
secondary wetland hydrology indicators are also recorded during quarterly site visits. Of the 26 wetland
gauges, 15 experienced lost data due to a malfunctioning data download shuttle (Onset HOBO U-DTW-1
Waterproof Shuttle Data Transporter) beginning on August 5t", 2021. All the gauges were reset with a
functioning shuttle on October 15Y, 2021. No data was lost during the growing season.

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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Scarborough Mitigation Project
NumberTable 2. Project Activity and
Elapsed Time Since grading complet%
Elapsed Time Since planting complet(71
of -•• •
Lctivity or Deliverable L 2A.
Reporting History
(SAW-2017-02527)
11 months
8 months
Data Collection
CompleteDelivery
Completion
J�
Date
N/A
10/4/2018
404 permit date
N/A
2/18/2020
Restoration Plan
N/A
11 /22/2019
Final Design — Construction Plans
N/A
11 /22/2019
Construction
N/A
10/21 /2020
Planting
N/A
2/20/2021
As -built (Year 0 Monitoring — baseline)
2/22/2021
2/23/2021
Year 1 Monitoring
10/1/2021
10/22/2021
Year 2 Monitoring
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

3. Project Contacts Table
ScarboroughTable
..
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: [phone]
Nursery Stock Suppliers (Bare Roots Trees)
Native Forest Nursery
Phone: [phone]
Nursery Stock Suppliers (Bare Roots/Plugs
Mellow Marsh Farm
Phone: [phone]
Shrubs)
Nursery Stock Suppliers (Live Stakes)
Mellow Marsh Farm
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]

Project Nerve Scarborough Mitigation Project
county Wayne
Pmlect Area (sties) 230.838
Project Coordinates (latitude and longitude) 35.319631,-77.985795
Planted Acreage (Acres of Woody Stems Planted) 146.2 acres
Physiographic Province
Inner Coastal Plain
Rmer Grim
Neuse
U SG S Hydrologic U nit 8Aigit 03020202
U SGS Hydrologic U nit 12Aigd 03020202010
DM Sub -basin
03-04-05
Pmlect Drainage Area (Acresand Square Miles)
603 acres and 0.942 sq. miles
Project DrainageA— Percentageoflmpervious Area
<1%
2.01.01, 312, 413 (85 % row crop, 10%,
CGIA Land use Classification
grassland/herbaceous, 5% woody wetland)
Parameters
Reach UTt-RI
Reach UTi-R2
Reach UTi-R3
Length of reach (linear feet)
2,808
1,822
1,485
vaney confinemerd(Confined, moderately confined, unconrmcd)
unconfined
unconfined
unconfined
Drainage area (Acresand square Mdes)
214 ac and 0.334
528 ac and 0.825
603 ac and 0.94
sq mi
sq mi
sq mi
Intermittent/
Peren mat, mterminent, Ephemeral
Perennial
Perennial
Perennial
NCDM Waterouality Cl.-Matron
C, NSW
C, NSW
C, NSW
Stream Classification (e.shng)
E5
E5 (incised)
E5 (incised)
Stream Classification (proposed)
DA
E5/C5
E5/C5
Evolutionarytmnd (Simon)
FEMA classification
AE
AE
AE
Parameters
W1
Ws
swi
size of W.U.nd (acres)
2.15
1.18
106.70
Welland Type (non-dpadao, npadan n-nne or np—n non-riverine)
RR
RR
RR
Lv, Na, Dr, La,
Mapped Soil Series
Lv, KaE
Lv, Na
Le, WkB2
poody drained,
somewhat poody
drained,
poorly drained,
poody drained,
somewhat poorly
Drainage class
moderatly well
somewhat poorly
drained,
drained
drained
excessivly
drained, poorly
drained, well
drained
Hydric, Non-
Hydric, Non-
Hydric,Non-
soilHydricstams
Hydric, Non-hydri
Hyrdic
Hydric,Non-
Hydric, Hydric,
Non-Hydric
Groundwater,
Groundwater,
Sourceof Hydrology
Groundwater,
Surface
Surface
Surface HydrologyHydrology
Hydrology
Resmmfion or enhancement memm (hydrmogc, -getat—etc.)
Preservation
Preservation
RE: Hydr7yeg
Parameters
Applicable?
Resolved?
Supporting Docs?
Water fthe Unded States - Secbon 404
Yes
Yes
NWP27
Water fthe Unded Slates - Section 401
Yes
Yes
NWP27
Endangered Species Act
No
Yes
Prospectus
Historic Preservation Act
Yes
Yes
Prospectus
Coastal Zone Management Act(CZMA or CAMA)
NO
N/A
INA
FEMA Floodplain Compliance
Yes
Yes
Floodplain develop
pe-it
Essential Fshenes Habitat
No
N/A
N/A
Reach UT1A i Reach UTiB i UT2 (Upperl t UT2 (Lower) t UT3
71 ac and 0.111 155 ac and 0.086 sq 113 ac and 0.1771 176 ac and 186 ac and 0.134
sD mi mi sD mi 0.275 so mi sD mi
Intermittent I Intermittent I Perennial I Perennial I Intermittent
SW2
7.92
RR
Lv, Na, Dr
poody drained,
somewhat
poody drained,
somewhat
poody drained
Hydric, Non-
Hydric, Non-
Hydric
Groundwater,
Surface
Hydrology

Appendix B:
Visual Assessment Data
Figure 1a, 1b, & 1c: Current Condition Plan View (CCPV)
Stream Station Photographs (Cross -Sections and Photo Points)
Vegetation Plot Photographs

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

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Table 5b: Vegetation
Plot # Planted
Ih lqv"6b
Plot Mitigation Success Summarym
Success A17verag
Volunteers/ Total
Criteria Ste
46 Met Heigh
Fixed 1 607
0
607
Yes
1.6
Fixed 2
607
0
607
Yes
2.1
Fixed 3
485
0
485
Yes
1.9
Fixed 4
445
0
445
Yes
1.6
Fixed 5
323
0
323
Yes
1.5
Fixed 6
647
0
647
Yes
1.4
Fixed 7
485
0
485
Yes
1.9
Fixed 8
485
0
485
Yes
1.7
Fixed 9
607
0
607
Yes
1.9
Fixed 10
566
0
566
Yes
2.0
Fixed 11
526
0
526
Yes
1.4
Fixed 12
526
0
526
Yes
2.0
Fixed 13
485
0
485
Yes
1.2
Fixed 14
526
0
526
Yes
1.4
Fixed 15
526
0
526
Yes
1.8
Fixed 16
647
0
647
Yes
1.0
Fixed 17
526
0
526
Yes
2.0
Fixed 18
566
0
566
Yes
1.8
Fixed 19
485
0
485
Yes
1.5
Fixed 20
809
0
809
Yes
1.4
Fixed 21
485
0
485
Yes
2.0
Fixed 22
445
0
445
Yes
1.8
Fixed 23
485
0
485
Yes
1.9
Fixed 24
566
0
566
Yes
1.3
Fixed 25
566
0
566
Yes
1.8
Fixed 26
688
0
688
Yes
2.0
Random 27
485
0
485
Yes
1.9
Random 28
283
0
283
No
2.1
Random 29
364
0
364
Yes
1.7
Random 30
121
0
121
No
2.0
Random 31
80
0
80
No
2.2
Random 32
283
0
283
No
2.3
Random 33
364
0
364
Yes
1.8
Random 34
404
0
404
Yes
1.8
Random 35
80
0
80
No
2.0
Random 36
607
0
607
Yes
1.9
Transect 1
283
0
283
No
1.6
Transect 2
283
0
283
No
2.0
Transect 3
202
0
202
No
1.9
Transect 4
202
0
202
No
2.2
Transect 5
323
0
323
Yes
2.2
Project
Average
451
0
451
Yes
1.8

Table Sc: Scarborough Mitigation Project
Red -line Planting List
C mmon Name Stems % Planted
Mitigation
Betula nigra
River birch
8600
7.81%
7%
Fraxinus pennsylvanica
Green Ash
5000
4.54%
4%
Platanus occidentalis
American sycamore
9700
8.80%
8%
Quercus nigra
Water Oak
6600
5.99%
44%
T-
9-.9��0�
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!a11
CY`C
`+7C
Quercus michauxii
Swamp chestnut oak
8600
7.81%
4%
Nyssa biflora
Swamp black gum
5700
5.17%
4%
Quercus bicolor
Swamp white oak
8600
7.81%
4%
Taxodium distichum
Bald cypress
9000
8.17%
4%
Quercus phellos
Willow Oak
7500
6.81%
7%
Clethra alnifolia
Sweet pepperbush
3014
2.74%
6%
Carpinus caroliniana
Ironwood
3200
2.90%
6%
Persea palustris
Red bay
2983
2.71%
6%
Eubotrys recemosus
Swamp doghobble
540
0.49%
6%
Magnolia virginiana
Sweet bay magnolia
3200
2.90%
6%
Cyrilla racimiflora
Swamp titi
1900
1.72%
6%
Itea virginica
Virginia sweetspire
3298
2.99%
6%
Quercus pagoda
Cherrybark oak
5600
5.08%
0%
Quercus laurifolia
Laurel oak
7500
6.81%
0%
Quercus lyrata
Overcup oak
5600
5.08%
0%
Viburnum nudum
Possomhaw viburnum
4048
3.67 ,
0%
Total
110,183
100
* changes from mitigation plan in red

Appendix D:
Stream Measurement and
Geomorphology Data
MY1 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

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= 11111
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:'

Table 6d. Evidence of Headwater Channel
Scarborough Mitigaiton Project
Scour (indicating sediment transport by flowing water) Yes
Formation
Sediment deposition (accumulations of sediment and/or
formation of ripples)
Na
Sediment sorting (sediment sorting indicated by grain -size
distribution within primary flow path)
No
Multiple observed flow events (must be documented by
gauge data and/or photographs)
Yes
Destruction of terrestrial vegetation
Yes
Presence of litter and debris
No
Wracking (deposits of drift material indicating surface
water flow)
No
Vegetation matted down, bent, or absent (herbaceous or
otherwise)
Na
Leaf litter disturbed or washed away
No
Scour (indicating sediment transport by flowing water)
Yes
Sediment deposition (accumulations of sediment and/or
formation of ripples)
Na
Sediment sorting (sediment sorting indicated by grain -size
distribution within primary flow path)
No
Multiple observed flow events (must be documented by
gauge data and/or photographs)
Yes
Destruction of terrestrial vegetation
Yes
Presence of litter and debris
No
Wracking (deposits of drift material indicating surface
water flow)
No
Vegetation matted down, bent, or absent (herbaceous or
otherwise)
Yes
Leaf litter disturbed or washed away
Channel Forming Indicators - UT2
No
Scour (indicating sediment transport by flowing water)
Yes
Sediment deposition (accumulations of sediment and/or
formation of ripples)
Na
Sediment sorting (sediment sorting indicated by grain -size
distribution within primary flow path)
No
Multiple observed flow events (must be documented by
gauge data and/or photographs)
Yes
Destruction of terrestrial vegetation
Yes
Presence of litter and debris
No
Wracking (deposits of drift material indicating surface
water flow)
No
Vegetation matted down, bent, or absent (herbaceous or
otherwise)
Yes
Leaf litter disturbed or washed away
Yes
Scour (indicating sediment transport by flowing water)
Yes
Sediment deposition (accumulations of sediment and/or
formation of ripples)
Na
Sediment sorting (sediment sorting indicated by grain -size
distribution within primary flow path)
No
Multiple observed flow events (must be documented by
gauge data and/or photographs)
Yes
Destruction of terrestrial vegetation
No
Presence of litter and debris
No
Wracking (deposits of drift material indicating surface
water flow)
No
Vegetation matted down, bent, or absent (herbaceous or
otherwise)
Na
Leaf litter disturbed or washed away
No

Appendix E:
Hydrologic Data
Table 7A and 713: Verification of Bankfull Events
Figure 2: Surface Flow Data
Figure 3: Flow Gauge & Crest Gauge Diagrams
Figure 4: Rainfall Data
Figure 5A and 513: Groundwater Gauge Data
Figure 6: Groundwater Gauge Soil Notes

Date of
Collection
3/30/2021
Table 7A: Verification of Bankfull
Scarborough
Date of Occurrence
1/3/2021 - 1/12/2021 Transducer
Events: CG-1 (UT1-R2)
i
*Backwater from Neuse River*
Measurement
abovebankfull
3.486
3/30/2021
2/15/2021- 2/27/2021
Transducer
*Backwater from Neuse River*
3.947
3/30/2021
3/16/2021
Transducer
Bankfull as a result of rainfall
0.388
8/5/2021
6/3/2021-6/5/2021
Transducer
Bankfull as a result of rainfall
1.681
8/5/2021
6/10/2021
Transducer
Bankfull as a result of rainfall
0.147
8/5/2021
Unknown
Crest Gauge
Yes
2.2
8/5/2021
7/19/2021-7/20/2021
Transducer
Bankfull as a result of rainfall
0.537
8/5/2021
8/4/2021
Transducer
Bankfull as a result of rainfall
0.136
10/1/2021
Unknown
Crest Gauge
Yes
0.8
8/5/2021 10/1/2021

D.
3/30/2021
VerificationTable 7B:
Scarborough
D. •
1/1/2021 - 1/13/2021
of Bankfull
..
la
Transducer
Events: CG-2 (UT2-112)
Photos/Notes A&I
*Backwater from Neuse River*
Measurement
.. bankfull
4.209
3/30/2021
2/4/2021 - 2/6/2021
Transducer
Bankfull as a result of rainfall
0.14
3/30/2021
2/13/2021 - 2/28/2021
Transducer
*Backwater from Neuse River*
4.66
3/30/2021
3/17/2021
Transducer
Bankfull as a result of rainfall
0.85
8/5/2021
6/3/2021 - 6/5/2021
Transducer
Bankfull as a result of rainfall
1.984
8/5/2021
6/10/2021 - 6/12/2021
Transducer
Bankfull as a result of rainfall
0.212
8/5/2021
Unknown
Crest Gauge
Yes
2.3
101112021
Unknown
Crest Gauge
Yes
1.1
8/5/2021 10/1/2021

Figure 2: Surface Flow Diagrams
Scarborough Flow Gauge FG-1: UT1-R1 (upper)
3.5
10/1/2021
4
Maximum Days of Consecutive Flow: 260 days (1/15/2021- 10/1/2021)
End
of MY1 Data
3.5
3
3
+�
2.5
Ln
v
2.5
u
2
=—
t
C
a
Gj
2
c
E
1.5
f6
L—
1.5
`�
1
0
1
0.5
0.5
o
�.
Ill
��,.
d
l
l
0
N
O
N
O
N
O
N
O
N N
O O
N
O
N
O
N N N N
O O O O
N N N
O O O
N N
O O
N N
O O
N
O
N
O
N
O
N N N
O O O
N N
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
n
O M
n O
'T
00
N
L! 01 M
N
I, ci
�--�
\
ci
\
ci
\
N
\ \
N m
\
m
�
\ L! \ l\0
ZT Ln
\ \
l0 I,
\ \
n 00
\ \
00 Ol
\
Ol
O
ci
\
O
ci
\
r- I r-� r- I
ci
N N
ci ci
Rainfall
Stream Depth
Flow Depth
Scarborough Flow Gauge FG-2: UT113
4.5
Ma
4
3.5
3
2.5
a
C)
0
E 2
N 1.5
1
0.5
0
ximum Days of Consecutive Flow: 145 days (1/1/2021- 5/25/2021)
4 0.
10/1/2021
End of MY1 Data
4.5
4
3.5
3 a
U
U
C
2.5
c
a
1.5 .�
0
1
0.5
0
PV
O
fV
O
fV
O
fV
O
fV
O
fV
O
fV
O
fV
O
fV
O
fV f4
O O
f4
O
f4 fV fV fV
O O O O
fV
O
fV fV fV
O O 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 l\0 O
n
M
n O 'T
00
N
L!
01
M
N
I,
ci
rn
�--�
\
ci
\
ci
\
N
\
N
\
m
\
m
�
\
'T
L! \
Ln
lOO
\ \ \
l0 I, n
\
00
\ \ \
00 Ol Ol
O
ci
\
O
ci
_1
\
_1
ci
-1
N
ci
N
ci
Rainfall
Stream Depth
Flow Depth

4.5
4
3.5
a 3
2.5
a
C)
0 2
E
1.5
1
0.5
0
Scarborough Flow Gauge FG-3: UT2
ivaaximum ua s or Lonsecunve riow
117 days (1/1/2021- 4/27/2021)
Lost data due to
download
malfunction
10/1/2021
End of MY1 Data
ILI
3.5
3
1 0
0.5
0
-i-i-i-i-i-i-i-i-i-i-i-i-i-i-i-i-i-i-i-i-i-i-1-1-1-1-1
rV
O
rV
O
rV
O
rV
O
rV
O
rV
O
rV
O
rV
O
rV rV rV
O O O
rV
O
rV rV rV
O O O
rV
O
rV
O
rV rV rV
O O 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
rl
\
L!
c-I
O0)
N
N
r1
l\0
N
N
r1
l\0
N
O1
\
rn I, -1
N \ N
\
0000 N lOO
r1 \ r1
O
rn
rn
r1
n O 'T
N r1 N
00
\
N
N
L!
\
O1
-1\
rn
I,
-1
r1
rn
rl
\
r1
\
N
\
N
\
rn
\
rnM
T
\ Ln \
l0
\ r` \
lO I,
\
n
\
00
\ \ \
00 Ol Ol
O
r1
\
O
rl
r1
r1
\
r1
rl
N
r1
\
N
rl
\
N
rl
Rainfall
Stream Depth
Flow Depth
Scarborough Flow Gauge FG-4: UT3
6
Maximum Days of Consecutive Flow: 203 days (1/15/2021 - 8/5/2021) Lost data due to
download
5 malfunction
4
L
ci 3
0
E
cc
Gj
N 2 —
W
1
10/1/2021
End of MY1 Data
3.5
3
2.5
U
U
2
c
1.5
a
0
1
0.5
o
o
ri ri
N N
O O
ri ri ri
N N N
O O O
ri
N
O
ri
N
O
ri ri
N N
O O
ri ri
N N
O O
ri
N
O
ri
N
O
ri ri ri
N N N
O O O
ri
N
O
ri
N
O
ri
N
O
ri
N
O
ri
N
O
ri
N
O
ri
N
O
ri
N
O
ri
N
O
ri
N
O
ri
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
rl L!
\ c-I
\
Oa) N Q00
N r1 N
\ \ \
N
r1
\
Q00
N
\
O1 rn
\ N
\
I, -1
\ N
U) \
'T
\
l0
0000
r1
\
N Q00 O
\ r1 rn
r` \ \
rn
r1
\
n
N
\
O
r1
\
'T
N
\
00
\
O
N
N
\
U'
\
r1
O1
c-I
\
rn
\
N
I,
-1
\
r1
rn
\
rl
r1 N N
m
m
Lfl
l0
I, n
00
00
Ol
Ol
r1
O
rl
r1
r1
rl
r1
N
rl
N
rl
Rainfall
Stream Depth
Flow
Depth

Crest Gauge
6
0
_ 4
t
C
a
C)
M 3
E
cc
L
Ln 2
x
G
1
Scarborough Crest Gauge CG-1 (UT1-R2)
Lost data due to
download
malfunction
10/1/2021
End of MY1 Data
4
3.5
3
Ln
2.5 U
c
2 ZO
c
cc
1.5 >.
1
0.5
0
�..`�
0
N
O
N
O
N
O
N
O
N
O
N
O
N
O
N
O
N N N N
O O O O
N N N
O O O
N
O
N
O
N N N
O O 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
LM
a)
N
lOO
N
l\0
00)
M n -1 'T
0000 N l\0
n
O
M
n O q4
00
N
L!
01
M
N
I,
ci
�--�
\
ci
\
ci
\
N
\
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\
m
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m
�
\ LM \ l\0
Ln
\ \
l0 I,
\
n
\
00
\ \ \
00 Ol 01
O
ci
\
O
ci
\
ci
N
ci
N
ci
Rainfall
Stream Depth
Bankfull Depth
Scarborough Crest Gauge CG-2 (UT1-R3)
5
t
a 4
C)
0
E
L
3
x
c 2
1
3.5
3
2.5
Ln
U
U
2
c
1.5
a
1 �
0.5
0
0
N
O
N
O
N
O
N
O
N
O
N
O
N
O
N
O
N N
O O
N
O
N
O
N N N
O O O
N
O
N
O
NN N
OOO
N
O
N
OOOO
N
N
N
O
N
O
NNNNNNNNNNNNNNNNNN
N NNN
N
N
N
N
N
rH
Ln
rH\rH\-1\\
00)
N
Q00
N
lOO
a)
M n
-1
00 N Q00
O
M
n O�
00
N
Ln
01
M
NM
,
ci
ci
N
N
m
m
\
Ln
lOO
\nrH\rH\-1
l0 ,
n
00
\\
00 Ol Ol
ci
OrHrH
ci
rH
\N
ci
rH
N
ci
N
ci
Rainfall
Stream Depth
Bankfull Depth

Z N
Ib
Oil
0 LU
LL J
OLL
LL
Z ry
O
N
u
C
C
C
u
u
C
0
C
F
N
4-
0
c
O
co
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CL
Q
r 0
N
+ pp
Q co
N F_
I 0
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M
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Q II II II
Q Q Q
0 0 0
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J O O O
LL LL LL LL

�C
O„
0 L
LL J
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LL
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O
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N
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c
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co
N
w
CL
O
H
m + (C;
O N
N O
i 0
N
it N +
LU rn
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CLCLCL
o00
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J O O O
LL LL LL LL

z0
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LL
z FY
O
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c
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co
N
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co
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it N +
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zo
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Q u u u
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w
C�
Q
� (C)
w
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w H
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ry F_
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c�
Q
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ry
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= Hld�]4 2JOSN�IS
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ca
m
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L
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ca
C�
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N
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-
o
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m
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Q
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ry
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ry
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w
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ry Lo
oil
w H
O=
n
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ry F_
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a-ry
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ry
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= Hld�]4 2JOSN�IS
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m
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a)
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ca
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70
rn
N
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0
W
W
N
U
m
m

12.00
10.00
8.00
a
s
v
6.00
RX1117
0.00
Jan-21
Monthly Rainfall
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 KGSB- Seymour -Johnson AFB Airport (approximately 1 mi. NE of site)
**Incomplete Month
Month
Jan-21
30th Percentile
3.34
70th Percentile
5.05
Observed Monthly Rainfall
5.97
Feb-21
2.24
4.18
5.86
Mar-21
2.36
4.05
4.87
Apr-21
2.67
4.41
1.33
May-21
2.91
4.86
2.64
Jun-21
2.60
4.97
11.63
Jul-21
4.33
6.26
7.55
Aug-21
4.62
6.39
5.78
Sep-21
4.26
8.31
3.43
Oct-21
1.42
4.00
**
Nov-21
1.61
3.96
**
Dec-21
2.44
4.42
**

Figure 5A
Max Consecutive Hydroperiod
Saturation within 12 Inches of Soil Surface (Percent of Growing Season ff i
of WETS Table for Wayne County, North Carolina
Proposed Hydroperiod of 10 % MY1 MY2 MY3 MY4 MY5 MY6
2021 2022 2023 2024 2025 2026
MY7
2027
A
Mean
Groundwater Gauge 1
15.56%
15.56%
Groundwater Gauge 4
8.89%
8.89%
Groundwater Gauge 7
87.11%
87.11%
Groundwater Gauge 8
87.11%
87.11%
Groundwater Gauge 10
8.44%
8.44%
Groundwater Gauge 12
28.44%
28.44%
Groundwater Gauge 19
4.44%
4.44%
Groundwater Gauge 20
5.78%
5.78%
Groundwater Gauge 21
4.89%
4.89%
Groundwater Gauge 23
5.78%
5.78%
Groundwater Gauge 24
26.22%
26.22%
Groundwater Gauge 25
28.44%
28.44%
Groundwater Gauge 26
28.44%
28.44%
Proposed Hydroperiod of 12 %
MY1
2021
MY2
2022
MY3
2023
MY4
2024
MY5
2025
MY6
2026
MY7
2027
Mean
Groundwater Gauge 2
38.67%
38.67%
Groundwater Gauge 3
40.00%
40.00%
Groundwater Gauge 5
87.11%
87.11%
Groundwater Gauge 6
55.56%
55.56%
Groundwater Gauge 9
55.56%
55.56%
Groundwater Gauge 11
38.22%
38.22%
Groundwater Gauge 13
13.33%
13.33%
Groundwater Gauge 14
13.33%
13.33%
Groundwater Gauge 15
28.44%
28.44%
Groundwater Gauge 16
4.89%
4.89%
Groundwater Gauge 17
28.44%
28.44%
Groundwater Gauge 18
20.00%
20.00%
Groundwater Gauge 22
1 2.22%
1 1
1
1
1 2.22%
Fails to meet proposed Groundwater hydroperiod
Meets proposed Groundwater hydroperiod

Figure 5113: Groundwater Gauge Graphs
Scarborough Groundwater Gauge GW-1
15
10
5 5
U
U
0
L
fl- -5
0
0 -20
-25
_30 ■
r■
■ �u
rL
u L
__
aw
.0
■ u.
u
u ■■
u■
■■.
■_
a
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
c\i
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Oa)
N
lOO
N
lOO
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M
n
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0000
N
n
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n
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00
N
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N
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\
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\
N
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m
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m
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m
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I,
\
n
\
00
\
00
\
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\
Ol
O
ci
\
O
ci
\
ci
N
ci
Rainfall
Groundwater Depth
Ground
Level
12" Below Surface
Growing Season
Scarborough Groundwater Gauge GW-2
15
10
5 5
U
U
0
L
fl- -5
0
0 -20
-25
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r■�
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O
rI40
O
rI40
O
rI40
O
rI40
O
rI40
O
rI40
O
rI40
O
0
O
O
0
0
O
O
0
O
0
rI40
O
rI40
O
rI40
O
rI40
O
rI40
O
N
O
rI40
O
rI40
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
c\i
L!
Oa)
N
lOO
N
lOO
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M
n
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N
n
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M
n
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'T
00
N
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N
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\
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m
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\
n
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00
\
00
\
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\
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O
ci
\
O
ci
\
ci
N
ci
Rainfall
—
Groundwater Depth
Ground
Level
12" Below Surface
Growing Season
3.5
3
2.5 N
U
C
2
c
1.5 of
a
1 �
0.5
IC
3.5
3
2.5 --
N
U
C
2
c
1.5 of
a
1 �
0

Scarborough Groundwater Gauge GW-3
15
10
5
U
U
0
L
fl-
-5
0
L
-10
3
15
0
L
0
-20
-25—I—
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—
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-
--
--
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---
-
— ---
— -
- — -
- -
-
---
—
--
--
N
O
N
O
N
O
N
O
N N
O O
N
O
N
O
N
O
N
O
N N
O O
N
O
N
O
N
O
N N
O 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
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a)
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a)
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n
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N
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Rainfall
- Groundwater
Depth
Ground Level
12" Below Surface
Growing
Season
Scarborough Groundwater Gauge GW-4
3.5
3
2.5 N
U
C
2
c
1.5 cc
a
1 �
0.5
IC
15
20
days:
8.89%
of
Growing
Season
10/1/2021:
End
of
MY1
Data
3.5
10
H
3
; 5
U
2.5
N
0
Cj
t
-C
a _5
2
U
C
Cj-
o
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1.5
Aft
of
C -15
c
1
M
0
L
0 -20
.5
0
-25
-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
-1
U'
0\1
N
Q00
N
l\0
0\1
M
n
-1
'T
0000
N
n
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O
M
n
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'T
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N
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01
M
N
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ci
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N
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ci
\
O
ci
\
ci
N
ci
r 4
ci
Rainfall
-
Groundwater
Depth
Ground
Level
12"
Below Surface
Growing
Season

Scarborough Groundwater Gauge GW-5
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' 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
c\i
L!
a)
N
lOO
N
l\0
00)
M
n
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'T
0000
N
n
l\0
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M
n
O
'T
00
N
L!
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N
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ci
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ci
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\
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m
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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
Scarborough Groundwater Gauge GW-6
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 �
N
N
N
N
N
rI40
rI40
rI40
rI40
rI40
N
N
N
N
N
N
N
O
O
O
O
O
O
0
O
0
O
O
0
0
O
O
0
0
O
O
O
0
O
O
O
0
O
0
O
0
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!
00)
N
l\0
N
l\0
00)
M
n
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0000
N
lOO
O
M
n
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'T
00
N
L!
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M
I,
ci
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\
\
\
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L
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ci
ci
N
N
m
m
zT
Ln
l0
I,
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

Scarborough Groundwater Gauge GW-7
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' 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
c\i
L!
Oa)
N
loo
N
l\0
00)
M
n
-1
'T
0000
N
n
l\0
O
M
n
O
'T
00
N
L!
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M
N
I,
ci
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\
ci
\
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N
\
N
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m
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m
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\
00
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ci
\
O
ci
c1
\
-1
ci
c1
N
ci
N
ci
Rainfall
-
Groundwater
Depth
Ground
Level
12"
Below Surface
Growing
Season
Scarborough Groundwater Gauge GW-8
196 days: 87.11% of Growine Season
15
10
5 5
U
U
0
L
fl- -5
0
�Cj -10
3
-15
0
0 -20
-25
3.5
3
2.5 --
N
U
C
2
c
1.5 of
a
1 �
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rI40
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rI40
rI40
rI40
rI40
rI40
rI40
rI40
rI40
rI40
rI40
rI40
rI40
N
N
N
N
N
N
N
O
0
O
O
O
O
O
O
O
O
O
0
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
N
l\0
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N
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m
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ci
O
ci
-1
-1
ci
-1
N
ci
fV
ci
Rainfall - Groundwater Depth Ground Level 12" Below Surface Growing Season

Scarborough Groundwater Gauge GW-9
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' 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
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!
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M
N
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ci
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\
ci
\
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N
\
N
\
m
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m
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n
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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
Scarborough Groundwater Gauge GW-10
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
■
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rI40
rI40
rI40
rI40
rI40
rI40
rI40
N
N
N
N
N
N
N
O
0
0
O
O
0
O
O
O
O
O
O
O
0
O
0
O
0
O
0
O
0
O
0
O
0
O
0
O
O
0
0
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!
0\1
N
lOO
N
lOO
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M
n
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'T
0000
N
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M
n
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N
L!
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M
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ci
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\
n
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\
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N
c-I
c-I
N
N
m
m
m
lO
I,
n
00
00
Ol
Ol
c-I
O
c-I
­1
ri
c-I
c-I
N
c-I
fV
c-I
Rainfall - Groundwater Depth Ground Level 12" Below Surface Growing Season

Scarborough Groundwater Gauge GW-11
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' 0
ci
N
O
ci
N
O
ci
N
O
ci
N
O
ci
N
O
ci
N
O
ci
N
O
ci
N
O
ci
N
O
ci
N
O
ci
N
O
ci
N
O
ci
N
O
ci
N
O
ci
N
O
ci
N
O
ci
N
O
ci
N
O
ci
N
O
ci
N
O
ci
N
O
ci
N
O
ci
N
O
ci
N
O
ci
N
O
ci
N
O
ci
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
c\i
L!
a)
N
to
N
l\0
00)
M
n
-1
'T
0000
N
n
l\0
O
M
n
O
'T
00
N
L!
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M
N
I,
ci
�--�
\
ci
\
ci
\
N
\
N
\
m
\
m
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\
00
\
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\
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\
0)
O
ci
\
O
ci
ci
\
ci
ci
ci
N
ci
N
ci
Rainfall
-
Groundwater
Depth
Ground
Level
12"
Below Surface
Growing
Season
15
10
5 5
U
U
0
L
fl- -5
0
0 -20
-25
Scarborough Groundwater Gauge GW-12
64 days: 28.44% of Growing Season
3.5
3
2.5 --
N
U
C
2
c
1.5 of
a
1 �
-3O
0
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
r140
r140
r140
r140
r140
N
N
N
N
N
N
N
N
N
N
N
O
0
0
O
0
O
O
O
O
O
O
0
O
0
O
0
O
0
O
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
c\i
L!
0\1
N
to
N
to
a)
M
n
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'T
0000
N
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O
M
n
O
'T
00
N
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M
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ci
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LM
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\
\
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N
ci
ci
N
N
m
m
m
l0
I,
r`
00
00
Ol
Ol
ci
O
ci
ci
ri
ci
ri
N
ci
fV
ci
Rainfall - Groundwater Depth Ground Level 12" Below Surface Growing Season

Scarborough Groundwater Gauge GW-13
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
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
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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Oa)
N
lOO
N
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M
n
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N
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N
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M
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ci
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ci
ci
N
N
m
m
m
lO
I,
n
00
00
Ol
Ol
ci
O
ci
ci
ci
ci
ci
N
ci
N
ci
Rainfall — Groundwater Depth Ground Level 12" Below Surface Growing Season
Scarborough Groundwater Gauge GW-14
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
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
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
c\i
L!
O\1
N
lOO
N
lOO
Oa)
M
n
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N
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N
ci
ci
N
N
m
m
m
lO
I,
n
00
00
Ol
Ol
ci
O
ci
ci
ri
ci
ri
N
ci
fV
ci
Rainfall — Groundwater Depth Ground Level 12" Below Surface Growing Season

15
item
5 5
�Cj -10
3
-15
0
0 -20
-25
Scarborough Groundwater Gauge GW-15
64 days: 28.44% of Growine Season
Lost data due to
download
10/1/2021 - End of MY1 Data
malfunction
141i
3.5
3
2.5 N
L
C
2
c
1.5 m
a
1 M
0.5
-30 0
ci
N
O
ci
N
O
ci
N
O
ci
N
O
ci
N
O
ci
N
O
ci
N
O
ci
N
O
ci
N
O
ci
N
O
ci
N
O
ci
N
O
ci
N
O
ci
N
O
ci
N
O
ci
N
O
ci
N
O
ci
N
O
ci
N
O
ci
N
O
ci
N
O
ci
N
O
ci
N
O
ci
N
O
ci
N
O
ci
N
O
ci
N
O
N
N
N
N
N
N
N
N
rV
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
c\i
LM
a)
N
loo
N
t\0
00)
M
n
-1
'T
0000
N
r,
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O
M
n
O
'T
00
N
LM
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n
ci
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\
ci
\
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\
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\
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\
m
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n
\
n
\
00
\
00
\
Ol
\
Ol
O
ci
\
O
ci
\
-1
ci
N
ci
N
ci
Rainfall
—
Groundwater
Depth
Ground
Level
12"
Below Surface
Growing
Season
Scarborough Groundwater Gauge GW-16
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
■ L
L L■■
L 0
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
r140
r140
r140
r140
r140
N
N
N
N
N
N
N
N
N
N
N
0
O
0
O
0
O
O
O
O
O
O
0
O
0
O
0
O
O
0
0
O
O
0
O
0
O
0
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
c\i
LM
0\1
N
loo
N
loo
a)
M
n
-1
'T
0000
N
to
O
M
n
O
'T
00
N
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M
n
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\
c\i
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N
ci
ci
N
N
m
m
M
to
n
n
00
00
Ol
Ol
ci
O
ci
ci
ri
ci
ri
N
ci
r4
ci
Rainfall — Groundwater Depth Ground Level 12" Below Surface Growing Season

Scarborough Groundwater Gauge GW-17
15
10
5 5
U
U
0
L
fl- -5
0
0 -20
-25
dew Ell .. ■ L ,.7I1111111111111
3.5
3
2.5 N
U
C
2
c
1.5 of
a
1 �
0.5
-i
N
O
-i
N
O
-i
N
O
-i
N
O
-i
N
O
-i
N
O
-i
N
O
-i
N
O
-i
N
O
-i
N
O
-i
N
O
-i
N
O
-i
N
O
-i
N
O
-i
N
O
-i
N
O
-i
N
O
-i
N
O
-i
N
O
-i
N
O
-i
N
O
-i
N
O
-i
N
O
-i
N
O
-i
N
O
-i
N
O
-i
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
c\i
L!
a)
N
to
N
l\0
00)
M
n
-1
'T
0000
N
n
l\0
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M
n
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'T
00
N
L!
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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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\
m
\
m
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\
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\
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O
ci
\
O
ci
ci
\
ci
ci
ci
N
ci
N
ci
Rainfall
—
Groundwater
Depth
Ground
Level
12"
Below Surface
Growing
Season
15
10
5 5
U
U
0
L
fl- -5
0
0 -20
-25
Scarborough Groundwater Gauge GW-18
45 days: 20.00% of Growing Season
3.5
3
2.5 --
N
U
C
2
c
1.5 of
a
1 �
-30
0
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
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
c\i
L!
0\1
N
to
N
to
a)
M
n
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0000
N
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M
n
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ci
ci
N
N
m
m
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l0
I,
r`
00
00
Ol
Ol
ci
O
ci
ci
ri
ci
ri
N
ci
fV
ci
Rainfall — Groundwater Depth Ground Level 12" Below Surface Growing Season

Scarborough Groundwater Gauge GW-19
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
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
c\i
L!
a)
N
lOO
N
lOO
a)
M
n
-1
'T
0000
N
l\0
O
M
n
O
'T
00
N
L!
01
M
I,
ci
�--�
\
\
\
\
\
\
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\
LM
\
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\
n
\
\
\
\
\
\
O
\
\
N
ci
ci
N
N
m
m
Ln
l0
I,
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
Scarborough Groundwater Gauge GW-20
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 �
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
-1
L!
00)
N
l\0
N
l\0
00)
M
n
-1
'T
0000
N
lOO
O
M
n
O
'T
00
N
L!
O1
M
I,
ci
�--�
\
\
\
\
\
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T
\
L
\
l0
N
ci
ci
N
N
m
m
zT
Ln
l0
I,
n
00
00
Ol
Ol
ci
O
c-I
-1
-1
c-I
c1
N
c-I
fV
c-I
Rainfall — Groundwater Depth Ground Level 12" Below Surface Growing Season

Scarborough Groundwater Gauge GW-21
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
c-I
c-I
c-I
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
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
-1
L!
00)
N
to
N
to
a)
M
n
-1
0000
N
l\0
O
M
n
O
'T
00
N
L!
01
M
I,
ci
�--�
\
\
\
\
\
\
T
\
M
\
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ci
ci
N
N
m
m
m
to
I,
r`
00
00
Ol
Ol
ci
O
ci
ci
ci
ci
ci
N
ci
N
ci
15
10
5 5
0 -20
-25
Rainfall — Groundwater Depth Ground Level 12" Below Surface Growing Season
Scarborough Groundwater Gauge GW-22
5 days: 2.22% of Growing Season
3.5
3
2.5 --
N
U
C
2
c
1.5 of
a
1 �
-30
0
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
ci
r140
r140
r140
r140
N
N
N
N
N
N
N
N
N
N
N
0
O
O
0
O
0
0
O
O
0
0
O
O
O
O
O
0
O
0
O
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
c\i
L!
0\1
N
to
N
to
a)
M
n
-1
'T
0000
N
Q00
O
M
n
O
'T
00
N
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M
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ci
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\
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\
\
\
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N
ci
ci
N
N
m
m
Lfl
l0
I,
r`
00
00
Ol
Ol
ci
O
ci
ci
ri
ci
ri
N
ci
fV
ci
Rainfall — Groundwater Depth Ground Level 12" Below Surface Growing Season

Scarborough Groundwater Gauge GW-23
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
c\i
L!
a)
N
loo
N
loo
a)
M
n
-1
'T
0000
N
l\o
O
M
n
O
'T
00
N
L!
01
M
I,
ci
�--�
\
\
\
\
\
\
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\
LM
\
lO
\
n
\
\
\
\
\
\
O
\
\
N
ci
ci
N
N
m
m
Ln
to
I,
r`
00
00
Ol
Ol
ci
O
ci
c1
-1
ci
c1
N
ci
N
ci
15
10
5 5
U
U
0
L
fl- -5
0
0 -20
-25
Rainfall — Groundwater Depth Ground Level 12" Below Surface Growing Season
Scarborough Groundwater Gauge GW-24
59 days: 26.22% of Growing Season
3.5
3
2.5 --
N
U
C
2
c
1.5 of
a
1 �
-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
-1
U'
O\1
N
loo
N
loo
a)
M
n
-1
'T
0000
N
l\o
O
M
n
O
'T
00
N
U'
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M
I,
ci
�--�
\
\
\
\
\
\
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\
LM
\
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\
n
\
\
\
\
\
\
O
\
rH
\
N
c-I
c-I
N
N
m
m
m
to
I,
r`
00
00
Ol
Ol
c-I
O
c-I
­1
ri
c-I
c-I
N
c-I
fV
c-I
Rainfall — Groundwater Depth Ground Level 12" Below Surface Growing Season

Scarborough Groundwater Gauge GW-25
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
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
c\i
L!
O\1
N
loo
N
loo
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15
10
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U
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0
L
fl- -5
0
0 -20
-25
Rainfall — Groundwater Depth Ground Level 12" Below Surface Growing Season
Scarborough Groundwater Gauge GW-26
64 days: 28.44% of Growing Season
3.5
3
2.5 --
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c
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1 �
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N
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N
N
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N
O
O
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O
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O
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O
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N
N
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Rainfall — Groundwater Depth Ground Level 12" Below Surface Growing Season

Figure 6: Groundwater Gauge Soil Conditions at Installation (MYO)
• •
..
GW-1
0-8
10 YR 2/2
100
Clay Loam
8-16
10 YR 2/2
100
Clay Loam
16-32
10 YR 3/1
80
10 YR 5/8
20
Clay
32-48
10 YR 5/1
50
10 YR 6/8
50
Clay
GW-2
0-30
10 YR 4/1
75
10 YR 2/1
20
Sandy Clay
10 YR 5/6
5
30-36
10 YR 4/1
90
10 YR 5/6
10
Sandy Clay
36-48
10 YR 4/1
70
10 YR 5/6
30
Sand
GW-3
0-18
10 YR 2/1
100
Clay Loam
18-22
10 YR 5/2
80
10 YR 5/6
20
Clay
22-36
10 YR 6/1
90
10 YR 6/6
10
Clay
36-42
10 YR 6/1
100
Loamy Clay
42-48
10 YR 6/2
100
Sand
GW-4
0-8
10 YR 2/1
100
Clay Loam
8-20
10 YR 3/1
90
10 YR 5/8
10
Clay
20-36
10 YR 5/1
80
10 YR 6/8
20
Clay
36-48
10 YR 5/1
98
10 YR 5/6
2
Clay
GW-5
0-18
10 YR 2/1
100
Loamy Clay
18-32
10 YR 4/1
100
Clay
32-48
10 YR 5/1
100
Sandy Clay
GW-6
0-24
10 YR 2/1
100
Clay
24-40
10 YR 4/1
70
10 YR 5/8
30
Clay
GW-7
0-36
10 YR 2/1
100
Sand
GW-8
0-6
10 YR 2/1
100
Clay Loam
6-12
10 YR 2/1
100
Clay
12-36
10 YR 4/1
100
Sand
GW-9
0-18
10 YR 5/1
80
10 YR 5/6
20
Loamy Clay
18-44
10 YR 4/1
90
10 YR 5/3
10
Sandy Clay Loam
44-48
10 YR 6/1
100
Loamy Sand
GW-10
0-15
10 YR 2/1
100
Clay
15-30
10 YR 2/1
60
10 YR 5/1
30
Sandy Clay
10 YR 4/6
10
30-48
10 YR 3/1
100
Sand
GW-11
0-3
10 YR 2/2
100
Clay
3-24
10 YR 4/1
75
10 YR 5/8
25
Clay
24-36
10 YR 4/1
100
Sandy Clay
GW-12
0-16
10 YR 3/1
100
Clay
16-28
10 YR 4/1
65
10 YR 6/2
30
Clay
10 YR 3/6
5
28-34
10 YR 4/1
90
10 YR 4/4
10
Sandy Loam
34-48
10 YR 6/1
100
Sand

GW-13
0-12
10 YR 2/1
100
Clay Loam
12-22
10 YR 4/1
90
10 YR 5/4
10
Clay
22-30
10 YR 3/2
100
Loamy Sand
30-48
10 YR 5/1
100
Sand
GW-14
0-10
10 YR 3/2
100
Clay
10-24
10 YR 4/2
70
10 YR 5/6
30
Clay
24-36
10 YR 4/3
100
Sand
GW-15
0-6
10 YR 3/1
100
Clay
6-18
10 YR 5/2
85
10 YR 5/8
15
Clay
18-36
10 YR 5/2
100
Sand
GW-16
0-24
10 YR 3/2
80
10 YR 4/6
20
Sandy Clay
24-36
10 YR 3/2
100
Sand
GW-17
0-18
2.5 YR 2/1
100
Clay
18-26
2.5 YR 2/1
100
Sandy Clay
26-36
10 YR 3/1
95
10 YR 3/6
5
Sandy Loam
36-48
10 YR 5/1
100
Sand
GW-18
0-16
10 YR 2/1
95
10 YR 3/4
5
Clay
16-26
10 YR 5/1
90
10 YR 4/6
10
Clay
26-38
10 YR 4/2
100
Sandy Loam
38-48
10 YR 5/4
100
Sand
GW-19
0-22
10 YR 3/1
100
Sandy Clay
22-36
10 YR 5/1
100
Sand
GW-20
0-32
10 YR 2/1
100
Loamy Clay
32-36
10 YR 4/2
100
Sandy Loam
36-48
10 YR 5/2
100
Sand
GW-21
0-22
10 YR 4/2
70
10 YR 5/8
30
Clay
22-36
10 YR 4/2
70
10 YR 5/8
30
Sandy Clay
GW-22
0-36
10 YR 5/2
60
10 YR 5/8
40
Clay
GW-23
0-14
5 YR 2.5/1
100
Loamy Clay
14-18
10 YR 2/1
80
10 YR 3/6
20
Sandy Loam
18-28
10 YR 3/1
95
10 YR 4/6
5
Clay
28-34
10 YR 4/1
90
10 YR 2/1
10
Sandy Clay
34-48
10 YR 3/1
100
Sand
GW-24
0-18
10 YR 2/2
100
Clay
18-36
10 YR 3/4
80
10 YR 2/2
20
Clay
GW-25
0-36
10 YR 6/2
60
10 YR 5/8
40
Clay
GW-26
0-30
10 YR 3/1
100
Clay
30-48
10 YR 5/1
90
10 YR 5/6
10
Clay