20090565 Ver 1_Year 5 Monitoring Report_20190508

ID#* 20090565
Select Reviewer:*
Mac Haupt
Initial Review
Completed Date
05/08/2019
Mitigation Project Submittal - 5/8/2019
Version* 1
Is this a Prospectus, Technical Proposal or a New Site?* r Yes r No
Type of Mitigation Project:*
W Stream W Wetlands r Buffer r Nutrient Offset
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Project Contact Information
Contact Name:* Email Address:*
Wes Fryar [e-mail]
Project Information
Existing 20090565 Existing 1
(DWR) (nunbersonly ...nodash) Version: (nun-bersonly)
I D#: *
Project Type: f DMS r Mitigation Bank
Project Name: Bachelors Delight Stream and Wetland
Mitigation Bank
County: Onslow
Document Information
Mitigation Document Type:*
Mitigation Monitoring Report
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Print Name:* Wesley A Fryar
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Bachelors Delight
Stream and Wetland Mitigation Bank
Annual Monitoring Report — Year 5
Onslow County, NC
White Oak River Basin
(Cataloging Unit #03030001)
Prepared on behalf of-
Weyerhaeuser
fWeyerhaeuser NR Company
(Sponsor)
Prepared by.•
Wilmington, N.C.
tLMG
LAND MANAGEMENT GROUP
a DAVEYI company
May 2019

TABLE OF CONTENTS
1.0. EXECUTIVE SUMMARY............................................................................................................1
2.0. PROJECT OVERVIEW...............................................................................................................2
A. INTRODUCTION..........................................................................................................................2
B. MITIGATION GOALS AND OBJECTIVES..................................................................................3
C. PROJECT IMPLEMENTATION...................................................................................................3
3.0 MONITORING REQUIREMENTS............................................................................................7
A. WETLAND RESTORATION/ENHANCEMENT SUCCESS CRITERIA........................................7
4.0 MONITORING RESULTS (YEAR 5)......................................................................................9
A. VEGETATION MONITORING.....................................................................................................9
B. HYDROLOGIC MONITORING..................................................................................................13
(1.) Summary of Precipitation............................................................................................14
(2.) Small Stream Swamp...................................................................................................15
(3.) Streamhead Pocosin...................................................................................................15
(4.) Wet Pine Flat................................................................................................................15
C. STREAM MONITORING...........................................................................................................20
(1.) Photo Documentation...................................................................................................20
(2.) Ecological Function......................................................................................................20
(3.) Channel Stability/Survey Procedures........................................................................
21
(a.) Cross-Sections........................................................................................................21
(b.) Longitudinal Profiles..............................................................................................21
(c.) Pebble Counts.........................................................................................................22
(d.) Stream Flow Monitoring (First Order Channel)....................................................22
(e.) Stream Flow Monitoring (Zero Order ChannellHeadwater).................................28
(f.) Stream Enhancement.............................................................................................33
D. CONTINGENCY MEASURES I REMEDIAL ACTION................................................................34
5.0 CONCLUSION.............................................................................................................................35

LIST OF FIGURES, TABLES, AND APPENDICES
Figure1........................................................................................................................................ Vicinity Map
Figure 2.................................................................................................................. Mitigation Quantities Map
Figure3................................................................................................................................. Site Impact Map
Figure 4........................................................................................................... Geographic Service Area Map
Figure 5.....................................................................................................................Monitoring Location Map
Figure 6.................................................................................... Longitudinal and Cross Section Location Map
Figure7................................................................................................................ Loblolly Pine Removal Map
Table 1......................................................................................... BDMB Planting List (April 2013/May 2013)
Table 2............................................................................................. Summary of Tasks Completed — BDMB
Table 3................................................................................ Vegetation Plots and Wells by Community Type
Table 4A ........................................................... Annual Monitoring Data Sheets, Year 5 — CVS Plots (100M2)
Table 4B................................................................... Annual Monitoring Data Sheets, Year 5 — 0.10 -ac Plots)
Table 5 ................................... Summary of Year 5 Hydrologic Monitoring (Small Stream Swamp - Riparian)
Table 6 ................ Summary of Year 5 Hydrologic Monitoring (Reference - Small Stream Swamp - Riparian)
Table 7A........ Summary of Year 5 Hydrologic Monitoring (Streamhead Pocosin Restoration — Non -Riparian)
Table 7B.............................................Summary of Year 5 Hydrologic Monitoring (Reference - Non -Riparian)
Table 8 ..................... Summary of Year 5 Hydrologic Monitoring (Wet Pine Flat Restoration — Non -Riparian)
Table 9..................................................................... Stream Lengths and Number of Cross -Section Stations
Table 10.............................................................................................. Longitudinal Profiles by Stream Reach
Table 11............................................................Summary of Year 5 Bankfull Events (Hewitts Branch (HE -1))
Table 12 ........................................................Summary of Year 5 Bankfull Events (Huffmans Branch (HU -1))
Table 13 ........................................................ Summary of Year 5 Bankfull Events (Half Moon Creek (HM -1))
AppendixA......................................................................................................................... Site Photographs
Appendix B................................................................ Individual Plot Data Sheets (Year 5 Monitoring — 2018)
Appendix C........................................................................ Palmer Hydrologic Drought Severity Index Maps
Appendix D......................................................................... NC Division of Water Resources Drought Maps
Appendix E.......................................................................... Hydrographs (January 2018 — December 2018)
Appendix F ............................................... Longitudinal/Cross-Section Surveys, Cross -Section Photographs

1.0 EXECUTIVE SUMMARY
On behalf of the Bank Sponsor (Weyerhaeuser NR Company) (WEYCO)), Land Management Group (LMG)
has completed Year 5 annual monitoring of the Bachelors Delight Stream and Wetland Mitigation Bank
(BDMB). The BDMB consists of 361 acres and includes 9,503 linear feet of first order stream restoration,
7,283 linear feet of zero order restoration, 5,966 linear feet of stream enhancement (Enhancement II),
11,400 linear feet of stream preservation, 60 acres of Riparian (Riverine) Wetland Restoration (i.e. small
stream swamp); 28 acres of Riparian (Riverine) Wetland Enhancement; 48 acres of Riparian (Riverine)
Wetland Preservation; 85 acres of Non -Riparian Wetland Restoration (i.e. streamhead pocosin and wet
pine flat); and 13 acres of Non -Riparian Wetland Preservation (Figure 1).
Restoration work for the BDMB project included the construction of single thread and zero order channels,
which involved grading activities designed to re-establish proper elevations and hydrology. In addition, the
headwater wetlands of the Bank site were restored via the backfilling and/or plugging of ditches and
removal and/or plugging of collector canals in former agricultural fields. As was documented in the
Mitigation Plan, the streams and wetlands of Bachelors Delight Swamp and its tributaries had been
historically impaired by silvicultural practices since the early 1970s. As a result, extensive channel
modification and removal of characteristic riparian vegetation occurred, leaving little functional habitat. For
the single thread channels, the initial grading work removed existing silvicultural bedding and contoured the
stream valley corridors to original grades. Ditches within the headwater areas were backfilled to existing
grade, and access roads were removed. Culverts associated with the access roads were removed and
permanent rock fords were constructed that raised the invert elevation to reconnect the streams to the
existing floodplains. These areas were planted with hardwood species associated with the target small
stream swamp community. Headwater (zero order) streams were restored by reestablishing the hydrologic
connection between the headwaters and downstream section of the reach through removal of existing
silvicultural bedding, backfilling and/or plugging of ditches, and re -contouring of the upper valleys (for those
occurring within agricultural fields). Combined, these activities re-established diffuse, braided flow patterns
throughout the length of the identified stream valleys. Plantings consistent with small stream swamp and
riparian wetland communities of the outer Coastal Plain were established throughout these areas.
Construction of the BDMB was completed in May 2013. Refer to the As -Built Report submitted November
2013 for more detailed information regarding the implementation of the BDMB.
Bachelors Delight Stream and Wetland Mitigation Bank 1
Year 5 Annual Monitoring Report

Per the approved restoration plan, monitoring of the site includes the assessment of both hydrologic and
vegetative conditions over the course of a seven year monitoring period. Following the completion of the
earthwork, a total of twenty-four (24) 0.025 acre plots (10m x 10m), and eighteen (18) 0.10 acre plots were
established throughout the planted area. A total of sixty-eight (68) shallow groundwater monitoring wells
were installed throughout the project area. Of these wells, ten (10) are stream gauges, seven (7) are
riparian restoration wells, eighteen (18) are riparian reference wells, eight (8) are non -riparian restoration
wells, one (1) is a non -riparian reference well, and twenty-four (24) are zero order restoration wells
composing eight (8) well arrays within the zero order valleys.
Hydrologic monitoring was conducted throughout the year (through December 31, 2018). The annual
vegetation monitoring was conducted in October 2018. Based upon the data collected, the BDMB site
exhibits a high rate of survivorship of planted species as evidenced by an average observed density of 461
stems per acre. The hydrologic response to restoration efforts is also evident via groundwater and surface
water data collected. Hydrologic residency times have increased relative to the pre -construction condition,
and wetland hydroperiods have been re-established across many areas of the site.
The following Annual Monitoring Report (AMR) presents the findings of the fifth year of monitoring for the
BDMB.
2.0 PROJECT OVERVIEW
A. Introduction
WEYCO began implementation of the restoration project in November 2012. The BDMB is located east of
the junction of Gum Branch Road and Quaker Bridge Road in northern Onslow County, NC and
encompasses much of the headwater wetland and streams of Bachelors Delight Swamp (Figure 1). Of the
361 acres, 60 acres consists of Riparian (Riverine) Wetland Restoration (i.e. small stream swamp); 28
acres consists of Riparian (Riverine) Wetland Enhancement; 48 acres consists of Riparian (Riverine)
Wetland Preservation; 85 acres consists of Non -Riparian Wetland Restoration (i.e. streamhead pocosin
and wet pine flat); and 13 acres consists of Non -Riparian Wetland Preservation (Figure 2). In addition, the
project provides 9,503 linear feet of first order stream restoration, 7,283 linear feet of zero order restoration,
Bachelors Delight Stream and Wetland Mitigation Bank 2
Year 5 Annual Monitoring Report

5,966 linear feet of stream enhancement (Enhancement II), and 11,400 linear feet of stream preservation.
Placement of fill material within existing ditches (Figure 3) was authorized under Nationwide Permit 27
issued by the US Army Corps of Engineers (USACE) on January 19, 2011 (Action ID# 2009-00832) and
the corresponding 401 Water Quality Certification issued on February 21, 2011 (DWQ Project #09 0564).
B. Mitigation Goals and Objectives
The larger Bank restoration project is intended to provide suitable, high-quality wetland and stream
restoration to mitigate for authorized impacts within the White Oak River Basin (USGS 8 -digit Hydrologic
Unit 03030001; DWQ Subbasin 03-05-02). The objective of the project is to restore natural vegetative and
hydrologic conditions throughout the nonriparian, riparian, and Coastal Plain stream habitat that have been
compromised by previous land use activities. The primary functions to be restored or enhanced as a result
of the restoration project include: surface water storage (i.e. flood attenuation; sediment/nutrient retention;
organic carbon transport to downstream food -webs; and wildlife/aquatic habitat). The project provides a
unique opportunity to restore an entire watershed within a region currently experiencing acute development
pressures with impaired waterbodies. Note that the Geographic Service Area (GSA) excludes the 14 -Digit
Cataloging Units located to the south and east of HWY 17 in Pender and New Hanover Counties (Figure 4).
C. Project Implementation
Restoration activities were initiated in November 2012 and included the construction of dry Priority I stream
channels directly adjacent to the existing ditches. Construction of the single thread channels involved
grading activities designed to re-establish proper elevations and hydrology. As construction progressed
downstream, existing ditches and canals were filled and silvicultural bedding was removed. Clay plugs
were used at prescribed intervals to reduce potential subsurface drainage within backfilled ditches. Soil
removed for the construction of the Priority 1 channels was used to fill in the existing ditches and restore
natural contours within the floodplain. Natural woody material (i.e. root wads and log vanes) was used to
construct the in -stream structures throughout each section. Existing roadbeds and adjacent spoil piles
were removed, and the material was used to backfill the road -side canals. Permanent rock fords were
installed at the locations of existing culverts to raise the invert elevation and reconnect the stream to the
existing floodplain. Riparian wetlands were restored (60 acres) and enhanced (28 acres) as a result of
stream channel and ditch modifications within the site. Zero order valleys were restored and enhanced via
the backfilling of laterals and/or plugging of canals within the headwaters, removal of silvicultural bedding
Bachelors Delight Stream and Wetland Mitigation Bank 3
Year 5 Annual Monitoring Report

and recontouring of the natural valley slope, which restored natural hydrologic inflows (via groundwater
contributions and overland flow). Culverts and roadbeds bisecting the zero order valleys were removed
and rock fords were installed to facilitate natural drainage to the downstream section of the reaches. Non -
riparian wetlands (85 acres) located throughout interstream flats and converted agricultural fields on the
Site were restored via the backfilling and/or plugging of ditches and/or collector canals and associated
grading work along secondary and tertiary ditches. Restored wetlands were planted with characteristic
wetland trees corresponding to the targeted community type (small stream swamp, streamhead pocosin,
and wet pine flat).
Approximately 69,870 hardwood tree seedlings were planted throughout the restored small stream swamp,
streamhead pocosin and wet pine flat communities between April 2013 and May 2013. Planting was
conducted by the NC State Natural Resources Foundation, Inc. Seedlings were planted on approximate 9 -
ft centers, corresponding to an average density of 547 seedlings per acre. Bare -root plant material was
provided by Arborgen Nursery (Blenheim, SC) and from the North Carolina Forest Service Claridge Nursery
(Goldsboro, NC). Per the restoration plan, two non -riparian vegetative communities (streamhead pocosin
and wet pine flat) and one riparian vegetative community (small stream swamp) were established
throughout the 361 -ac project area. Swamp black gum (Nyssa sylvatica) and bald cypress (Taxodium
distichum) comprised a majority of the seedlings planted within the riparian zones (60 -ac), totaling
approximately 26,700. In addition to bare root material, live stakes were installed along the banks of the
restored stream channels on approximate 4 -ft centers to provide for enhanced bank stabilization and
vegetative cover. Live stake species included silky dogwood (Cornus amonum), black willow (Salix nigra),
and elderberry (Sambucus Canadensis). Species such as long leaf pine (Pinus palustris), Atlantic white
cedar (Chamaecyparis thyoides), swamp chestnut oak (Quercus michauxii), cherrybark oak (Quercus
pagoda), laurel oak (Quercus laurifolia), sweet bay (Magnolia virginiana), and shumard oak (Quercus
shumardi►) were planted within the non -riparian zones (85 -ac) within the former agricultural fields (See
Table 1 for seedling quantities by species). Approximately 88 -acres composed of the former agricultural
fields were divided into six planting areas: (1) long leaf pine (34 -ac); (2) Atlantic white cedar (13 -ac); (3)
Atlantic white cedar -sweet bay mix (11 -ac); (4) bald cypress and gum mix (10 -ac); (5) oak mix (6 -ac); and
(6) pond cypress (Taxodium ascendens) (2 -ac).
Bachelors Delight Stream and Wetland Mitigation Bank 4
Year 5 Annual Monitoring Report

Table 1. BDMB Planting List (April 2013/May 2013)
Riparian Restoration
Small Stream Swam
60-acl
Common Name
Scientific Name
# Planted
Bald Cypress
Taxodium distichum
13,000
Swamp Black Gum
Nyssa sylvatica
9,000
Total
22,000
Non -Riparian Restoration
Streamhead Pocosin
54 -ace
Common Name
Scientific Name
Bald Cypress
Taxodium distichum
2,100
Atlantic White Cedar
Chamaecyparis thyoides
14,028
Swamp Black Gum
Nyssa sylvatica
1,400
Swamp Chestnut Oak
Quercus michauxii
3,700
Cherrybark Oak
Quercus pagoda
1,600
Laurel Oak
Quercus laurifolia
1,400
Sweet Bay
Magnolia virginiana
1,000
Shumard Oak
Quercus shumardii
400
Pond Cypress
Taxodium ascendens
1,200
Total
26,828
Non -Riparian Restoration
Wet Pine Flat
34-ac3
Common Name
Scientific Name
Longleaf Pine
Pinus palustris
21,042
Total
21,042
Grand Total
69,870
11 Approximately 26 -ac planted in this community
2 Approximately 35 -ac planted in this community
3 Approximately 29 -ac planted in this community
Note that approximately 21 -ac in the former agricultural fields was left undisturbed due to the presence of
natural hardwood stands and relict wind -rows. Long leaf pine and Atlantic white cedar were planted in
slightly higher landscape positions in the stream head pocosin and wet pine flat communities, while the
remaining species were planted in areas that will likely experience longer flooding durations. The transition
between the small stream swamp community and the streamhead pocosin and wet pine flat communities in
the outer Coastal Plain represents subtle shifts in composition rather than distinct breaks between wetland
types. An overlap of planted species occurs along the boundaries between the wetland communities.
Refer to Table 2 for a list of tasks and associated completion dates for the implementation of the BDMB.
Bachelors Delight Stream and Wetland Mitigation Bank 5
Year 5 Annual Monitoring Report

Table 2. Summary of Tasks Completed on BDMB
Description of Task
Date
Logging within Limits of Clearing
November 2012
On-site Meeting with COE Staff — Construction Review
March 2013
Completion of Earthwork
April 2013
Site Planting
Aril 2013
On -Site Meeting with COE Staff
Aril 2014
Year 1 Monitoring Report Submitted
March 2015
Year 2 Monitoring Report Submitted
March 2016
On -Site Meeting with COE Staff
Aril 2016
Year 3 Monitoring Report Submitted
February 2017
On -Site Meeting with COE & IRT Staff— Remedial Action
Discussion & Requirement on Loblolly Pine Removal and HM1
Stream Outlet Repair
March 2017
Coordination with Stream Engineer on HM1 Stream Outlet Repair
March 2017
Loblolly Pine Removal Completion
June 2017
Meeting with Contractor on HM1 Stream Outlet Repair
June 2017
HM1 Stream Outlet Repair Completion
August 2017
On -Site Meeting with COE Staff to Review Repair Areas
August 2017
Year 4 Monitoring Report Submitted
February 2018
On -Site Meeting with COE Staff
April 2018
Year 5 Monitoring Report Submitted
March 2019
Per the approved restoration plan, monitoring of BDMB includes the assessment of both hydrologic and
vegetative conditions over the course of a seven year monitoring period. Following the completion of the
earthwork, a total of twenty-four (24) permanent 0.025 acre plots and eighteen (18) 0.10 acre plots were
established throughout the planted and restored (i.e. former) small stream swamp, streamhead pocosin,
and wet pine flat communities (Table 3). A total of sixty-eight (68) shallow groundwater monitoring wells
were installed throughout the project area. Of these wells, ten (10) are stream gauges to document bankfull
and flow events, seven (7) are riparian restoration wells, eighteen (18) are riparian reference wells, eight (8)
are non -riparian wells, one (1) is a non -riparian reference well, and twenty-four (24) are zero order
restoration wells composing eight (8) well arrays within the zero order valleys. Wells have collected data
from January 2014 through the present.
Bachelors Delight Stream and Wetland Mitigation Bank 6
Year 5 Annual Monitoring Report

Table 3. Vegetation Plots and Wells by Community Type
Community Type Acreage
Vegetation Plots
Monitoring Wells
Stream Gauges
Small Stream 60
17
31
10
Streamhead Pocosin 54
13
4
0
Wet Pine Flat 34
12
4
0
TOTAL 148
42
39
10
3.0 MONITORING REQUIREMENTS
A. Wetland Restoration/Enhancement Success Criteria
The wetland restoration effort will be evaluated based upon performance criteria related to vegetative
density and wetland hydrology. Monitoring will be conducted at the site on an annual basis for a period of
seven (7) years. Note that non -planted individuals of characteristic wetland species may volunteer into the
restored site. Suitable volunteers are an important component to the restored wetland as they serve as
indicators for appropriate hydrologic regimes and provide increased diversity. The presence of suitable
volunteers demonstrates trending of the site toward vegetative success.
The primary success criteria for the Bachelors Delight Wetland and Stream Mitigation Bank will be:
1. Demonstrated density of planted species to meet or exceed 320 trees per acre at the end of three years
(post -planting), 260 trees per acre at the end of five years, and 210 (seven-year old) character canopy tree
species per acre at the end of seven years. The IRT may allow for the counting of acceptable volunteer
species toward the 210 -tree per acre density upon the review and evaluation of the annual monitoring data.
2. If, within the first three years, any species exhibits greater than 50% mortality, the species will either be re-
planted or an acceptable replacement species will be planted in its place.
3. No single volunteer species (most notably red maple, loblolly pine, and sweet gum) will comprise more than
50% of the total composition at Year 2 or Year 3. If this occurs, remedial action, as approved by the IRT
may be required. During Year 4 and Year 5, no single volunteer species, comprising over 50% of the total
Bachelors Delight Stream and Wetland Mitigation Bank 7
Year 5 Annual Monitoring Report

composition, may be more than twice the height of the planted trees. If this occurs, remedial action, as
approved by the IRT, may be required. The need to conduct additional volunteer sampling after Year 5 will
be determined by the IRT.
4. The hydrologic criterion is premised on the specific community type to be restored.
(a) For the non -riparian wetland pine flat, the hydrologic criterion will be the establishment of a
static water table at, or within, 12" of the soil surface for 6% of the growing season, equivalent
to 18 days based upon hydrologic monitoring undertaken from 01 Feb through 30Nov of each
monitoring year. On Web, soil temperature at three of the monitoring plots will be measured
at 12 inches below the soil surface and documented within the monitoring report. Should
earlier monitoring be considered, the project sponsor must also document biological activity on
the site pursuant to the applicable Regional Supplement to the 1987 Wetland Delineation
Manual. Earlier monitoring must be approved by the U.S. Army Corps of Engineers prior to
commencement.
(b) For the non -riparian pocosin, the hydrologic criterion will be the establishment of a static
water table at, or within, 12" of the soil surface for 10% of the growing season, equivalent to 30
days based upon hydrologic monitoring undertaken from 01 Feb through 30Nov of each
monitoring year. On Web, soil temperature at three of the monitoring plots will be measured
at 12 inches below the soil surface and documented within the monitoring report. Should
earlier monitoring be considered, the project sponsor must also document biological activity on
the site pursuant to the applicable Regional Supplement to the 1987 Wetland Delineation
Manual. Earlier monitoring must be approved by the U.S. Army Corps of Engineers prior to
commencement.
(c) For the small stream swamp (headwater riparian) community (zero -order geomorphic
position), the hydrologic criterion will be the establishment of a static water table at, or within,
12" of the soil surface for 12.5% of the growing season, equivalent to 38 days based upon
hydrologic monitoring undertaken from 01 Feb through 30Nov of each monitoring year. On
Web, soil temperature at three of the monitoring plots will be measured at 12 inches below
the soil surface and documented within the monitoring report. Should earlier monitoring be
considered, the project sponsor must also document biological activity on the site pursuant to
the applicable Regional Supplement to the 1987 Wetland Delineation Manual. Earlier
monitoring must be approved by the U. S. Army Corps of Engineers prior to commencement.
Bachelors Delight Stream and Wetland Mitigation Bank 8
Year 5 Annual Monitoring Report

The vegetative component for BDMB includes an assessment of the conditions within each of the forty-two
(42) permanent monitoring plots that have been established throughout the project area (Figure 5).
Hydrologic monitoring is being conducted via sixty-eight (68) automated shallow groundwater monitoring
wells recording on daily intervals (refer to Figure 5 for location of the monitoring wells). Data from the wells
are downloaded on approximate three-month intervals and imported into graphing software for analysis.
Monitoring reports are being submitted annually to the USACE and the IRT. These reports include results
of vegetative and hydrologic monitoring and photographic documentation of site conditions. Monitoring
reports also identify any contingency measures that may need to be employed to remedy any site
deficiencies (e.g. major stream design failures).
4.0 MONITORING RESULTS (YEAR 5)
A. Vegetation Monitoring
Year 5 monitoring data were collected in October 2018. A total of 1,283 stems (acceptable species) were
counted throughout the eighteen (18) 0.10 -ac plots and 457 stems throughout the twenty-four (24) 0.025 -ac
plots (Table 4). Inclusive within this total were 1,092 stems of planted species (correlating to a mean
density of 461 stems per acre) (refer to Table 4). Atlantic white cedar and long leaf pine were the most
abundant planted woody species, with a total of 346 and 312 individuals, respectively. Bald cypress and
swamp black gum were also prevalent within certain plots.
In addition to the planted species, numerous volunteers were observed within the plots (Table 4). A
majority of these individuals, such as red bay (Persea palustris), sweet pepper bush (Clethra alnifolia), and
coastal doghobble (Leucothoe axillaris) are considered desirable volunteers since these plants are
representative of the target wetland community types.
The mean stem density observed for both planted and characteristic (desirable) wetland species for the
project area is 738 stems/acre. Note that this observed density excludes individuals of several species
including: (1) red maple (Acer rubrum); (2) sweet gum (Liquidambar styraciflua); (3) horse sugar
(Symplocos tinctoria); (4) groundsel tree (Baccharis halimifolia); (5) loblolly pine (Pinus taeda); and (6)
winged sumac (Rhus copallinum). Individual plot data sheets are provided in Appendix B.
Bachelors Delight Stream and Wetland Mitigation Bank 9
Year 5 Annual Monitoring Report

TABLE 4A: Bachelors Delight Stream And Wetland Mitigation Bank -Vegetation Monitoring (Year 5)
Common Name
Planted/Volunteer
®®®®®®®®®®®®®®®®®®®®®®®®®®®®®®®®®®®®®®®®®®®®®®®®
Taxodium distichurn bald cypress
Pinus palustris
Pinus serotina
■■■■■■....--■■■■■.■■■■■■■■■m..■■....------..----
m
m
Persea palustris
■■■■...--■■■■■©■�■■■■■■■©-.■■---.-�-�--..-�--
m
Vaccinium slop.
■■■■■■.©..--■■■■■.■�■■■■■■■■..■■...�------..----
m
Clethra alnifolia sweet pepper bush
■■■■©...--■■■■■m■�■■■■■■■■..■■....------..----
m
Leucothoe ax-ns
Salix nigra
■■■■■....--■■■■.■■■■■■■■■■..■■....-�-©--..----
m
Diospyros virginianaPinus
■■■■■■....--■■■■■©■■■■■■■■■■-.■■---.------..----m©
Acerrubrum
taeda
®mm®mm®®®®m®m®®®Om®Om��mO®00®Om©mmmmm®Om®m®®000
Notes: Plots in Table 4A are CVSplots (100 m2)
AV. Acceptable Volunteer
NV. Non -Acceptable Volunteer
=
mmmmmmmmmmmmmmmmommmmoomomommommmmmmmommmmmom■o
Bachelors Delight Stream and Wetland Mitigation Bank 10
Year 5 Annual Monitoring Report

TABLE 4B: Bachelors Delight Stream And Wetland Mitigation Bank - Vegetation Monitoring (Year 5)
Species Common Name
Planted/Volunteer
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Taxodium distichum bald cypress
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42
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56
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188 190
Chamaecyparis thyoides Atlantic white cedar
P
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59
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58
57
288 276
Quercus michauxii swamp chestnut oak
P
30
24
30 24
Nyssa sylvatica swamp black gum
P
27
11
24
7
14
10
26
17
2
1
91
48
Quercus laurifolia laurel oak
P
27
5
27 5
Magnolia virginiana sweet bay
P
0
0
Pinus palustris long leaf pine
P
55
39
53
19
58
21
60
36
63
56
54
39
58
56
401 266
Gordonia lasianthus loblolly bay
AV
1
NA 1
Clethra alnifolia sweet pepper bush
AV
4
119
13
NA 136
Leucothoe axillaris coastal doghobble
AV
3
40
22
NA 65
Liriodendron tulipifera tulip poplar
AV
NA 0
Ilex opaca american holly
AV
1
1
NA 2
Cynlla racemiflora titi
AV
NA 0
Lyonia lucida fetterbush
AV
30
NA 30
Quercus nigra water oak
AV
1
NA 1
Morella cerifera wax myrtle
AV
22
2
1
1
31
59
1
7
1
1
4
4
1
NA 135
Pinus serotina pond pine
AV
NA 0
Ilex glabra inkberry
AV
NA 0
Ilex coriacea gallberry
AV
2
NA 2
Vaccinium spp. blueberry
AV
1
1
1
2
1
1
NA 7
Persea palustris red bay
AV
48
14
2
6
1
6
3
NA 80
Ma nolia vir iniana sweet bay
AV
2
1
1
1
9
1
NA 15
Pinus taeda loblolly pine
NV
65
85
81
34
24
53
18
42
38
59
45
16
9
18
69
25
10
NA 691
Rhus copallinum winged sumac
NV
NA 0
Salix nigra black willow
NV
2
2
8
7
NA 19
Quercus falcata southern red oak
NV
NA 0
Symplocos tinctoria horse sugar
NV
1
NA 1
Liquidambarstyraciflua sweet gum
NV
45
2
55
1
NA 103
Acerrubrum red maple
NV
25
8
60
62
35
50
13
30
22NA
305
Baccharis halimifolia roundsel tree
NV
1
4
2
115
30
11
5
14
6
5
2
2
6
27
8
8
NA 246
Total Stems of Planted Specie
57
34
53
49
56
51
57
47
57
31
55
47
59
58
55
41
56
54
66
63
50
50
58
57
53
19
58
21
60
36
63
56
54
39
58
56
809
Notes: Plots in Table 48 are 0.10 -acre
AV: Acceptable Volunteer
NV: Non -Acceptable Volunteer
Total Stems of Planted
Species + Acceptable
Volunteer Species
57
66
53
170
56
209
57
63
57
37
55
85
59
118
55
48
56
57
66
70
50
59
58
58
53
21
58
23
60
40
63
56
54
43
58
60
1283
Bachelors Delight Stream and Wetland Mitigation Bank 11
Year 5 Annual Monitoring Report

The most abundant volunteer species identified within the restored small stream swamp, streamhead
pocosin, and wet pine flat communities are (in order of abundance): (1) loblolly pine (1,195 total stems); (2)
red maple (522 total stems); (3) groundsel tree (329 total stems); (4) sweet gum (203 total stems); (5)
sweet pepper bush (186 total stems); and (6) wax myrtle (Morella cerifera) (173 total stems). Refer to
Table 4 for volunteer species identified by plot. In general, the observed volunteer species during Year 5
monitoring are considered characteristic of the target wetland community types (i.e. small stream swamp,
streamhead pocosin, and wet pine flat).
The most prevalent non -target species observed during Year 5 monitoring was loblolly pine and red maple.
While considered non -desirable (due to their potential to out -compete planted species), both loblolly pine
and red maple are commonly occurring as early successional species in the Outer Coastal Plain. Based
upon the data, other predominant volunteers (e.g. red bay, sweet pepper bush, wax myrtle, etc.) are
desirable and consistent with the restoration goals of the project (i.e. characteristic of the target vegetative
community). While certain volunteer species can potentially out -compete planted species, the overall
composition of the species observed is characteristic of small stream swamp, streamhead pocosin, and wet
pine flat wetlands of the outer Coastal Plain and appear to be well -adapted to the restored wetland
hydrology.
Overall, the site exhibited a diverse assemblage of characteristic trees and shrubs (as depicted in Table 4).
Of the twenty-four (24) 0.025 -ac plots, all but two (2) plots achieved the Year 5 success criterion of meeting
or exceeding 260 stems per acre. These two plots (BDN NR LLS, and BIDS NR LL1) appear to have been
impacted by pine clearing crews as part of remedial action measures taken in 2017 to remove volunteer
loblolly pine from the project area. Otherwise, these two plots would have exceeded the required number of
stems based on prior years stem counts and survivability. However, it should be noted that plot BDN NR
LL5 contains twenty-four (24) planted stems and is progressing towards the Year 7 success criterion of
meeting or exceeding 210 stems per acre. Of the eighteen (18) 0.10 -ac plots, all but two (2) plots achieved
the Year 5 success criterion of meeting or exceeding 260 stems per acre. These two plots (HF9 and HF10)
were slightly below the target stem density with twenty-one (21) planted stems in Plot HF9 and twenty-three
(23) planted stems in Plot HF10. However, desirable volunteers are becoming established within these
plots and both plots are progressing towards the Year 7 success criterion of meeting or exceeding 210
Bachelors Delight Stream and Wetland Mitigation Bank 12
Year 5 Annual Monitoring Report

stems per acre. The low planted stem count within these plots has been observed since Year 02
monitoring and seedling mortality in these plots seems to have reached a state of equilibrium. It appears as
though mortality in these plots was a result of dense grasses and sedges over -topping young seedlings
during Year 1 and 2, and from Pinus palustris (long leaf pine) seedlings succumbing to moisture stress from
elevated water tables from adjacent canals. The adjacent canals have continued to overtop their banks
into the adjacent pine flat as a result of the elevated water tables. These areas of inundation run parallel
with the plugged canals, are representative of a very small area of the total tract and provide a niche
aquatic habitat. Evidence of animal disturbance, shading from volunteer loblolly pines, and limited man-
made path mowing during Year 01 (as a result of hunting activities) has also been documented in plot
HF#10. The remaining thirty-eight (38) plots exhibited relatively high planted stem densities (ranging
between 310 stems to 2090 stems per acre) through Year 5 monitoring.
During Year 5 monitoring, seven (7) plots contained a volunteer species that composed more than 50% of
the total composition. Four of these plots (HEW1, HEW2, HEW3, and HEW4) are within the upper portion
of reach HE1 and contained a prevalence of young loblolly pines. The entire upstream segment of reach
HE1 was manually cleared of pines on January 26th, 2017. Pines that have re -sprouted in this area are
approximately 2-5 feet tall and are less than twice the height of the planted trees. Plot R4 also contains a
prevalence of small loblolly pines approximately 2-3 feet tall which are less than twice the height of the
planted trees. Plots BDS-NR-AWC2 and BD-NR-OAK2 are located within the Hoffman Forest side of the
project and contain a prevalence of young red maple and loblolly pine volunteers, respectively. Loblolly
pine removal was conducted in these areas during May 2017. Red maple volunteer seedlings contained
within plot BDN-NR-AWC2 are approximately 1-3 feet tall and are less than twice the height of the planted
trees. Pines that have re -sprouted within plot BDS-NR-OAK2 area are approximately 2-5 feet tall and are
less than twice the height of the planted trees. The overall survivorship of the planted seedlings remains
high.
B. Hydrologic Monitoring (Wetlands)
As indicated above, a total of sixty-eight (68) shallow groundwater monitoring wells were installed
throughout 13DMI3. Of the sixty-eight (68) wells, thirty-nine (39) monitor the restored wetland areas. The
number of wells installed within three of the community types (small stream swamp, streamhead pocosin,
and wet pine flat) was proportional to the acreage of each community type. A higher density of gauges was
Bachelors Delight Stream and Wetland Mitigation Bank 13
Year 5 Annual Monitoring Report

utilized within the small stream swamp forest/zero-order stream given the nature of the monitoring
requirements for this wetland type.
1. Summary of Precipitation
Regional drought indices, including the Palmer Drought Index and the North Carolina Division of Water
Resources (DWR) Drought Status Maps, were examined to interpret precipitation patterns and predicted
subsurface water storage conditions relative to long-term climatic data. In particular, the Palmer
Hydrological Drought Index maps depict hydrological (long-term cumulative) drought and wet conditions,
which more accurately reflect groundwater conditions. Based upon the 2018 index maps, the Onslow
County area of North Carolina exhibited normal groundwater conditions from January through August. The
area was considered very moist in September, and extremely moist October through December. The
Palmer Hydrologic Drought Index maps for 2018 are included in Appendix C.
The NC Drought Status Monitoring Program compares existing data to long-term (1965-2017) climatic
conditions for well data, stream baseflow data, and combined well and baseflow data. Contoured
percentile data (30th/70th percentiles) are graphically displayed on monthly drought images. Based upon
these maps, subsurface storage (i.e. groundwater) conditions were considered above normal in January,
February, and April through December. Conditions were considered normal during March. The NC DWR
Drought Status Maps for 2018 are included in Appendix D.
The nearest functional CRONOS Station (KOAJ, Albert Ellis Airport) recorded 93.96 inches for the year. It
should be noted that one-third of this total (30.5 inches) was attributed to Hurricane Florence over an eight
day period (September 10th -September 18th). Hurricane Florence has been recorded as the wettest tropical
cyclone to ever hit the Carolinas and the biggest recorded rain event in North Carolina history. According to
the WETS long-term climatic data, mean annual rainfall for Hoffman Forest, NC is 56.49 inches, with a 30%
chance of having less than 51.86 inches and a 30% chance of having more than 60.51 inches of
precipitation. As a result, the observed annual precipitation total is considered above normal for the 2018
monitoring year. Note that appendices C and D are provided digitally on the enclosed CD.
Bachelors Delight Stream and Wetland Mitigation Bank 14
Year 5 Annual Monitoring Report

2. Small Stream Swamp
For the IRT -defined growing season (February 1 through November 30), thirty-nine (39) out of the thirty-
nine (39) wells exhibited hydroperiods of equal to or greater than 12.5% of the growing season (equivalent
to 38 consecutive days), the success criterion for this community type. The observed hydroperiods ranged
between 20.5% of the growing season (Well HE_RIP1) to 100% of the growing season (Wells BDN_ZOA4a
& BDS_SG2). The observed mean hydroperiod for the thirty-nine (39) wells was 45.3% of the growing
season. Refer to Table 5 for a summary of the hydrologic data for the small stream swamp (i.e. riparian)
restoration wells. Hydrographs are provided in Appendix E. A summary of the hydrologic data for the
reference small stream swamp wetland is provided in Table 6.
3. Streamhead Pocosin
Of the four (4) wells in the streamhead pocosin community type, three (3) exhibited hydroperiods greater
than 10% (the success criterion — equivalent to 30 days) of the IRT -defined growing season. Well
BD_GW6 exhibited an 8.6% (equivalent to 26 days) hydroperiod due to multiple gauge malfunctions. One
of the malfunction periods was during the early stage of the growing season, which prevented Well
BD_GW6 from achieving the success criterion. The hydroperiod for this well tracked the same or wetter
than the other three wells during periods in which data were available. This data, combined with prior years
data for BD_GW6, suggest that it would have readily met the hydrologic criterion in the absence of any well
malfunction. The observed mean hydroperiod duration for all of the streamhead pocosin wells was 54
consecutive days (equivalent to 17.7% of the growing season). Hydroperiods ranged between 26
consecutive days (equivalent to 8.6% of the growing season) for Well BD_GW6 and 64 consecutive days
(equivalent to 21.1 % of the growing season) for Well BD_GW4 and Well BD_GW7.
Refer to Table 7A for a summary of the hydrologic data for the streamhead pocosin restoration wells. A
summary of the hydrologic data for the reference non -riparian wetland is provided in Table 713.
Hydrographs are provided in Appendix E.
4. Wet Pine Flat
Of the four (4) wells in the wet pine flat community type, all four (4) wells exhibited hydroperiods greater
than 6% (corresponding to 18 consecutive days) of the IRT -defined growing season. The observed mean
hydroperiod duration for all of the wet pine flat wells was 100 days (equivalent to 32.9% of the growing
Bachelors Delight Stream and Wetland Mitigation Bank 15
Year 5 Annual Monitoring Report

Table 5. Summary of 2018 Hydrologic Monitoring (Small Stream Swamp Restoration - Riparian)
2018 Growing Season February 1 - November 30
Well Number
Total Number of days
within 12"
(Jan 1 thin Dec 31)
Longest Number Of Consecutive Das MeetingWetland Hydrology
g y y gy
Criteria (in growing season)
Dates of Longest Number of Consecutive Das MeetingPercentage
g y
Wetland Hydrology Criteria
of Growing
g g
Season
12.5% Success Criteria >6 -
(38 Days) 12.5%
12.5 -
25%
25 -
>75%
75%
HE_RIP1
278
62
Feb 1 - Apr 3
20.5%
Yes --
X
-- --
HE_RIP2
249
64
Feb 1 - Apr 5
21.1%
Yes --
X
-- --
HU_RIP11
256
117
Mar 15 - July 8
38.6%
Yes --
--
X --
HU_RIP2
343
144
Feb 1 - June 24
47.5%
Yes --
--
X --
HU_ZOA1a
314
142
Feb 1 - June 22
46.9%
Yes --
--
X --
HU_Z0A1b
342
144
Feb 1 - June 24
47.5%
Yes --
--
X --
HU_ZOA1c
318
142
Feb 1 - June 22
46.9%
Yes --
--
X --
HU_Z0A2a
348
152
Feb 1 - July 2
50.2%
Yes --
--
X --
HU_Z0A2b
356
161
Feb 1 - July 11
53.1%
Yes --
--
X --
HU_ZOA2c
347
151
Feb 1 - July 11
49.8%
Yes --
--
X --
HU_REF1a
286
92
Feb 1 - May 3
30.4%
Yes --
--
X --
HU_REF1b
356
165
Feb 1 - July 15
54.5%
Yes --
--
X --
HU_REF1C2
238
101
Feb 1 - May 12
33.3%
Yes --
--
X --
BD2_ZOAa
323
150
Feb 1 - June 30
49.5%
Yes --
--
X --
BD2_ZOAb
354
160
Feb 1 - July 10
52.8%
Yes --
--
X --
BD2_ZOAc
344
152
Feb 1 - July2
50.2%
Yes --
--
X --
BDN_ZOA1a
287
92
Feb 1 - May 3
30.4%
Yes --
--
X --
BDN_ZOA1b
294
93
Feb 1 - May 4
30.7%
Yes --
--
X --
BDN_ZOA1c
300
93
Feb 1 - May 4
30.7%
Yes --
--
X --
BDN_ZOA2a
307
103
Feb 1 - May 14
34.0%
Yes --
--
X --
BDN_ZOA2b
323
142
Feb 1 - June 22
46.9%
Yes --
--
X --
BDN_ZOA2c
282
91
Feb 1 - May 2
30.0%
Yes --
--
X --
BDN_ZOA4a
365
303
Feb 1 - Nov 30
100.0%
Yes --
--
-- X
BDN_ZOA4b3
306
183
Feb 1 -Aug 2
60.4%
Yes --
--
X --
BDN_ZOA4c
364
169
Feb 1 - July 19
55.8%
Yes --
--
X --
BDN_RIP1
359
164
Feb 1 - July 14
54.1%
Yes --
--
X --
BD_REF1a
307
142
Feb 1 - June 22
46.9%
Yes --
--
X --
BD_REF1b
307
143
Feb 1 - June 23
47.2%
Yes --
--
X --
1313_REF1c
276
91
Feb 1 - May 2
30.0%
Yes --
--
X --
BDS_SG1
319
103
Feb 1 - May 14
34.0%
Yes --
--
X --
BDS_SG2
365
303
Feb 1 - Nov 30
100.0%
Yes --
--
-- X
BDS_RIP1
313
103
Feb 1 - May 14
34.0%
Yes --
--
X --
BDS_ZOA1a
308
103
Feb 1 - May 14
34.0%
Yes --
--
X --
BDS_ZOA1b
324
145
Feb 1 - June 25
47.9%
Yes --
--
X --
BDS_ZOA1c
313
143
Feb 1 - June 23
47.2%
Yes --
--
X --
HM_Z0A1a
311
147
Feb 1 - June 27
48.5%
Yes --
--
X --
HM_Z0A1b
344
154
Feb 1 - July 4
50.8%
Yes --
--
X --
HM_Z0A1c
312
93
Feb 1 - May 4
30.7%
Yes --
--
X --
HM RIP1
335
152
Feb 1 - July 2
50.2%
Yes --
--
X --
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Bachelors Delight Stream and Wetland Mitigation Bank 16
Year 5 Annual Monitoring Report

Table 6. Summary of 2018 Hydrologic Monitoring (Reference — Small Stream Swamp - Riparian)
2018 Growing Season February 1 - November 30
Well Number
Total Number
of days within
12" (Jan 1-
Dec 31)
Longest Number Of
Consecutive Days
Meeting Wetland
Hydrology Criteria
Dates of Longest Number of
Consecutive Days Meeting
Wetland Hydrology Criteria
Percentage of
Growing
Season
12.5%
Success
Criteria (38
Days)
>6-
12.5%
12.5-
25%
25-
75%
o
>75/o
HE_REF1a
347
160
Feb 1- July 10
52.8%
Yes
--
--
X
--
HE_REF1b
345
160
Feb 1- July 10
52.8%
Yes
--
--
X
--
HE_REF1c
341
144
Feb 1- June 24
47.5%
Yes
--
--
X
--
HE_REF2a 1
312
281
Feb 1 -Nov 8
92.7%
Yes
--
--
--
X
HE_REF2b
365
303
Feb 1- Nov 30
100.0%
Yes
--
--
--
X
HE_REF2c
327
140
Feb 1- June 20
46.2%
Yes
--
--
X
--
HE_REF3a
317
104
Feb 1- May 15
34.3%
Yes
--
--
X
--
HE_REF3b
315
139
Feb 1- June 19
45.9%
Yes
--
--
X
--
HE_REF3c
336
142
Feb 1- June 22
46.9%
Yes
--
--
X
--
HE_REF4a
284
64
Feb 1- Apr 5
21.1%
Yes
--
X
--
--
HE_REF4b
357
153
Feb 1 -July 3
50.5%
Yes
--
--
X
--
HE_REF4c
365
303
Feb 1- Nov 30
100.0%
Yes
--
--
--
X
1 -Well Malfunction 11/9 —12/31
Bachelors Delight Stream and Wetland Mitigation Bank
Year 5 Annual Monitoring Report 17

Table 7A. Summary of 2018 Hydrologic Monitoring (Streamhead Pocosin Restoration — Non -Riparian)
2018 Growing Season February 1 - November 30
1 - Well Malfunction 1130-3113, 519-811
Table 713. Summary of 2018 Hydrologic Monitoring (Reference — Non -Riparian)
2018 Growing Season February 1 - November 30
Total Number of
Longest Number Of
Dates of Longest Number of
Percentage of
10% Success
>6-
12.5-
25-
Well Number
days within 12"
Consecutive Days Meeting
Consecutive Days Meeting
Growing
Criteria (30
12.5%
25%
75%
>75%
25-
(Jan 1 — Dec 31)
Wetland Hydrology Criteria
Wetland Hydrology Criteria
Season
Days)
Season
Criteria (18
Criteria (30
12.5%
BD GW4
245
64
Feb 1— Apr 5
21.1%
Yes
--
X
--
--
BD GW5
223
61
Feb 1— Apr 2
20.1%
Yes
--
X
--
--
BD GW61
171
26
Nov 5 — Nov 30
8.6%
No
X
--
--
--
BD GW7
263
64
Feb 1— Apr 5
21.1%
Yes
--
X
--
--
1 - Well Malfunction 1130-3113, 519-811
Table 713. Summary of 2018 Hydrologic Monitoring (Reference — Non -Riparian)
2018 Growing Season February 1 - November 30
Bachelors Delight Stream and Wetland Mitigation Bank
Year 5 Annual Monitoring Report 18
Total
Number of
Longest Number Of
Dates of Longest Number
Percentage
6%
10%
Well Number
days within
Consecutive Days
of Consecutive Days
of Growing
Success
Success
>6-
12.5-
25-
>75%
12" (Jan 1—
Meeting Wetland
Meeting Wetland
Season
Criteria (18
Criteria (30
12.5%
25%
75%
Dec 31)
Hydrology Criteria
Hydrology Criteria
Days)
Days)
NON—RIP—REF
309
225
Feb 17 — Sept 13
74.3%
Yes
Yes
--
--
X
--
Bachelors Delight Stream and Wetland Mitigation Bank
Year 5 Annual Monitoring Report 18

Table 8. Summary of 2018 Hydrologic Monitoring (Wet Pine Flat Restoration — Non -Riparian)
2018 Growing Season Februa 1 - November 30
Bachelors Delight Stream and Wetland Mitigation Bank
Year 5 Annual Monitoring Report 19
Total Number of
Longest Number Of
Dates of Longest Number of
Percentage of
o
6% Success
Well Number
days within 12"
Consecutive Days
Consecutive Days Meeting
Growing
Criteria (18
>6 -
12.5-
25 -
>75%
(Jan 1 — Dec 31)
Meeting Wetland
Wetland Hydrology Criteria
Season
Days)
12.5%
25%
75%
Hydrology Criteria
BD_GW1
331
152
Feb 1— July 2
50.2%
Yes
--
--
X
--
BD_GW2
290
93
Feb 1— May 4
30.7%
Yes
--
--
X
--
BD_GW3
277
92
Feb 1— May 3
30.4%
Yes
--
--
X
--
BD_GW8
242
61
Feb 1— Apr 2
20.1%
Yes
--
X
--
--
Bachelors Delight Stream and Wetland Mitigation Bank
Year 5 Annual Monitoring Report 19

season). Hydroperiods ranged between 61 consecutive days (equivalent to 20.1% of the growing season)
for Well BD_GW8 and 152 consecutive days (equivalent to 50.2% of the growing season) for Well
BD_GW1. Refer to Table 8 for a summary of the hydrologic data for the wet pine flat restoration wells. A
summary of the hydrologic data for the reference non -riparian wetland is provided in Table 7B.
Hydrographs are provided in Appendix E.
C. Stream Monitoring
The primary success criteria for the First Order Stream systems will be:
Documentation of 2 bankfull events using techniques discussed below within a normal rainfall year in 3 of
the 5 years of monitoring. Additional monitoring may be necessary in the event of abnormal climatic
conditions.
Level 1 Monitoring will be required for the stream portion of the Bachelors Delight Wetland and Stream
Mitigation Bank as detailed in the Stream Mitigation Guidelines, April 2003. Monitoring will occur every
year for the five year monitoring period.
Level 1 Monitoring includes Sections (1), (2), and (3) listed below.
(1) Photo -Documentation
Extensive photo documentation was implemented during Year 5 for the stream monitoring phase of this
project. Site visits were conducted and photographs were taken within 24 hours of a 0.5, 2.0, and 4.0 inch
rain event along each reach during Year 5 monitoring. Photographic and video evidence of Ordinary High
Water Mark (OHWM) indicators and flow evidence were also collected. Photos of riparian area plantings
and OHWM are provided in Appendix A. Photos were taken at all permanent cross-sections and are
provided in Appendix F. Please refer to the enclosed CD for video evidence of flow and OHWM.
(2) Ecological Function
The health of the riparian vegetation was documented as part of the wetland restoration monitoring efforts.
Multiple 0.025 -acre and 0.10 -acre permanent monitoring plots were established throughout the riverine
Bachelors Delight Stream and Wetland Mitigation Bank 20
Year 5 Annual Monitoring Report

wetland restoration including areas directly adjacent to the restored channel. Reference the vegetation
monitoring section for monitoring results.
(3) Channel Stability/Survey Procedures
(a.) Cross -Sections (First Order Channel)
The BDMB has restored 9,503 If of Coastal Plain stream. The restoration has mimicked low gradient, low
velocity stream reaches characteristic of the outer Coastal Plain. No hardened materials (i.e. rock
structures) were used. Rather, natural materials (such as root wads and log vanes) have assisted with
channel stabilization and grade control. Given the size, uniform design, and gentle slope (0.005) of the
project, cross-sections were established every 1,000 feet of stream length (totaling 12 permanent stations).
Placement of these stations was designed to assess the performance of potential problem areas (i.e.
severe erosion, structural failure). These stations were also evenly distributed between riffles and pools
throughout the project. Refer to Table 9 for the number of cross-sections and Figure 6 for the locations of
the cross-section monitoring stations. Year 5 cross-section surveys are provided in Appendix F.
Table 9. Stream Lengths and Number of Cross -Section Stations
(b.) Longitudinal Profiles
Guidelines regarding longitudinal profiles for projects totaling over 3,000 If suggest that 30% of the area be
surveyed on an annual basis. Based on this guideline, a total of 2,850 If of profile is required for the BDMB
project. The 2,850 If of survey was divided throughout the individual reaches and includes some of the
permanent cross-sections (Table 10). Reference the longitudinal surveys in Appendix F in comparison to
as -built conditions (see Baseline Monitoring Report).
Bachelors Delight Stream and Wetland Mitigation Bank 21
Year 5 Annual Monitoring Report
Proposed (If)
Final Design
Reach Name
Mitigation
Length
As -Built Length
Cross-sections
Plan
Hewitts Branch HE -1
5,103
5,181
5,011
6
Huffmans Branch HU -1
3,445
3,445
3,354
4
Half Moon Creek HM -1
1,131
1,131
1,138
2
Total Length
9,679
9,757
9,503
12
(b.) Longitudinal Profiles
Guidelines regarding longitudinal profiles for projects totaling over 3,000 If suggest that 30% of the area be
surveyed on an annual basis. Based on this guideline, a total of 2,850 If of profile is required for the BDMB
project. The 2,850 If of survey was divided throughout the individual reaches and includes some of the
permanent cross-sections (Table 10). Reference the longitudinal surveys in Appendix F in comparison to
as -built conditions (see Baseline Monitoring Report).
Bachelors Delight Stream and Wetland Mitigation Bank 21
Year 5 Annual Monitoring Report

Table 10. Longitudinal Profiles by Stream Reach
Reach Name
Proposed (If)
Final Design Length
As -Built
Length
% of Project'
Minimum
Profile I
Hewitts Branch HE -1
5,103
5,181
5,011
52.7
1,502
Huffmans Branch HU -1
3,445
3,445
3,354
35.3
1,006
Half Moon Creek HM -1
1,131
1 1,131 1
1,138
1 12
342
Total Length
1 9,679
1 9,757 1
9,503
1 100
2,850
1 — First Order Streams Only
(c.) Pebble Counts
Streams in the BDMB are composed of sandy substrates typical in the outer Coastal plain. Since all
sediment falls into the sand category, gravelometer readings were not conducted. All sediment in the
constructed stream beds is less than 2mm and would be placed in the <2mm category for Wolman pebble
count analysis.
(d.) Stream Flow Monitorinq (First Order Channel)
As indicated above, the 1st -order streams of BDMB occur within three distinct valleys that connect the
headwater wetlands on the northern portion of the tract to the Bachelors Delight Swamp on the south side
(a third order tributary of the New River). The three valleys are identified as Hewitts Branch (HE -1),
Huffmans Branch (HU -1), and Half Moon Creek (HM -1). A total of 8 gauges were installed adjacent to the
stream banks to document bankfull events on a daily basis. These gauges capture the upper, middle, and
lower end of each stream reach (3 gauges in HE -1, 3 gauges in HU -1, and 2 gauges in HM -1). Refer to
Figure 5 for a map depicting the location of 1st -order gauges. Indicators of Ordinary High Water Mark
(OHWM) and video documentation were also used to identify the presence of surface water flow. Please
refer to the enclosed CD for video evidence of flow and OHWM.
Hewitts Branch (HE -1):
Surface water and flow was documented in each of the three (3) gauges over several periods during the
monitoring event (Table 11). The valley exhibits a very gradual slope (0.0011%) from the upper end to the
lowest end. Gauge HE—SG-1 was placed the furthest up -gradient (fourth stream meander from source) in
order to capture bankfull events at the head of the restored stream reach. Gauges HE—SG-2 and HE—SG-3
Bachelors Delight Stream and Wetland Mitigation Bank 22
Year 5 Annual Monitoring Report

were spaced approximately 1200 -ft apart further down the stream. Refer to Figure 5 for the gauge
locations.
The amplitude of the surface water varied at each gauge. Gauge HE—SG-1 exhibited a bankfull event
thirty-five (35) times during the monitoring period, while gauges HE—SG-2 and HE—SG-3 recorded fifty-five
(55) and twenty-four (24) bankfull events, respectively (Table 11). The gauges exhibited a significant
increase in the duration and amplitude of flow events during 2018 (post- construction Year 5).
Observed physical indicators of an ordinary high water mark (OHWM) within Hewitts Branch (HE -1)
consisted of the following: (1) natural line impressed on the bank; (2) presence of litter and debris; (3)
wracking; (4) vegetation matted down, bent, or absent; (5) sediment sorting; (6) scour; (7) deposition; (8)
water staining; (9) and multiple observed flow events. Photographs of HE -1 are provided in Appendix A.
Video evidence of flow and OHWM are provided on the attached CD with site hydrographs.
Huffmans Branch (HU -1):
Surface water and flow was documented in each of the three (3) gauges over several periods during the
monitoring event. Gauge HU_SG-1 was placed the furthest up -gradient in order to capture bankfull events
at the head of the restored stream reach. Gauges HU_SG-2 and HU_SG-3 were spaced approximately
1600 -ft and 1000 -ft apart further down the stream, respectively. Refer to Figure 5 for the gauge locations.
The amplitude of the surface water varied at each gauge. Gauges HU_SG-1 and HU_SG-2 exhibited
thirty-eight (38) bankfull events during the monitoring period, while gauge HE—SG-3 recorded forty-nine
(49) bankfull events (Table 12). The gauges exhibited a significant increase in the duration and amplitude
of flow events during 2018 (post -construction Year 5). Video and/or photo evidence of flow was recorded
following rainfall events during the monitoring year over multiple site visits. Flow can be readily seen along
each stream valley.
Bachelors Delight Stream and Wetland Mitigation Bank 23
Year 5 Annual Monitoring Report

Table 11. Summary of 2018 Bankfull Event Monitoring (Hewitts Branch (HE -1))
Gauge
Number
Total Number
of Bankfull
Events
Longest
Number of
Consecutive
Days During
Bankfull Event
3 -Day Antecedent
Dates of Bankfull Event(s) Rainfall (Inches)
(KOAJ, Albert Ellis Airport)
HE-SG1
35
12 (2 times)
Jan 12 - Jan 15 May 21 3.08 (Jan 10 -Jan 15) 3.1
Jan 28 - Feb 1 May 23 - May 25 2.12 (Jan 26 - Feb 1) 0.33 (May 21 - May 25)
Feb 1 - Feb 2 May 28 - June 4 0.11 (Jan 30 - Feb 2) 6.19 (May 26 - June 4)
Feb 4 - Feb 5 July 24 -Aug 4 0.40 (Feb 2 - Feb 5) 7.41 (July 22 -Aug 4)
Feb 11 - Feb 15 Aug 4 0.43 (Feb 9 - Feb 15) 0.74
Feb 15 - Feb 16 Aug 9 0.06 (Feb 13 - Feb 16) 0.64
Feb 16 Aug 11 - Aug 18 0.01 8. 09 (Aug 9 - Aug 18)
Feb 26 Sept 14 - Sept 20 0.23 32.38 (Sept 12 - Sept 20)
Mar 1 Sept 25 - Sept 30 0.52 0.62 (Sept 23 - Sept 30)
Mar 1 -Mar 2 Nov 8 -Nov 10 0.52 (Feb 27 -Mar 2) 3.03 (Nov 6 -Nov 10)
Mar 7 Nov 13 -Nov 17 0.38 2.66 (Nov 11 - Nov 17)
Mar 12 - Mar 15 Nov 19 - Nov 20 0.57 (Mar 10 - Mar 15) 0.45 (Nov 17 - Nov 20)
Mar 15 - Mar 16 Dec 2 0 (Mar 13 - Mar 16) 0.5
Mar 20 - Mar 31 Dec 9 - Dec 12 1.60 (Mar 18 - Mar 31) 1.56 (Dec 7 - Dec 12)
Apr 7 - Apr 12 Dec 14 - Dec 17 1.40 (Apr 5 - Apr 12) 1.57 (Dec 12 - Dec 17)
Apr 16 -Apr 19 Dec 21 - Dec 22 0. 69 (Apr 14 - Apr 19) 0.32 (Dec 19- Dec 22)
Apr 24 - Apr 29 Dec 28 - Dec 31 1.85 (Apr 22 - Apr 29) 0.81 (Dec 26 - Dec 31)
May 19 - May 21 -------- 5.04 (Mar 17 - May 21) --------
HE-SG2
55
17
Jan 8 - Jan 9 June 26 - June 27 0.01 (Jan 6 - Jan 9) 0.53 (June 24 - June 27)
Jan 9 - Jan 10 July 4 -July 5 0.01 (Jan 7 - Jan 10) 0.02 (July 2 -July 5)
Jan 10 -Jan 17 July 5 -July 6 3.11 (Jan 8 - Jan 17) 0.02 (July 3 -July 6)
Jan 19 July 21 0.02 1.14
Jan 23 July 24 -Aug 6 0.08 7.50 (July 22 - Aug 6)
Jan 28 - Feb 3 Aug 7 2.20 (Jan 26 - Feb 3) 0.09
Feb 3 Aug 9 -Aug 10 0.08 0. 64 (Aug 7 - Aug 10)
Feb 4 - Feb 7 Aug 11 -Aug 19 0.40 (Feb 2 - Feb 7) 8. 09 (Aug 9 - Aug 19)
Feb 10 -Feb 16 Aug 20 - Aug 21 0.45 (Feb 8 - Feb 16) 0.01 (Aug 18 - Aug 21)
Feb 20 Sept 13 - Sept 22 0.02 32.4 (Sept 11 - Sept 22)
Feb 26 - Feb 27 Sept 25 - Oct 1 0.23 (Feb 24 - Feb 27) 0. 62 (Sept 23 - Oct 1)
Mar 1 - Mar 2 Oct 11 0.52 (Feb 27 - Mar 2) 0.54
Mar 7 Oct 26 - Oct 27 0.38 1. 35 (Oct 24 - Oct 27)
Mar 12 - Mar 15 Nov 2 -Nov 3 0.57 (Mar 10 - Mar 15) 0 (Oct 31 -Nov 3)
Mar 15 -Mar 16 Nov 5 -Nov 6 0.0 (Mar 13 -Mar 16) 0.63 (Nov 3- Nov 6)
Mar 20 - Mar 23 Nov 8 - Nov 23 0.88 (Mar 18 - Mar 23) 6.14 (Nov 6 - Nob 23)
Mar 24 Nov 23 0.28 0
Mar 25 - Mar 29 Nov 24 - Nov 28 0.72 (Mar 23 - Mar 29) 0.54 (Nov 22 - Nov 28)
Apr 7 - Apr 12 Nov 29 1.40 (Apr 5 - Apr 12) 0
Apr 13 Dec 1 - Dec 6 0 0. 50 (Nov 29 -Dec 6)
Apr 15 - Apr 19 Dec 6 0. 69 (Apr 13 - Apr 19) 0
Apr 24 - Apr 28 Dec 7 1.85 (Apr 22 - Apr 28) 0
May 6 - May 7 Dec 8 0.73 (May 3 - May 7) 0.06
May 18 - May 22 Dec 9 -Dec 25 5.05 (May 16 - May 22) 3.45 (Dec 7 - Dec 25)
May 23 - May 26 Dec 25 0.33 (May 21 - May 26) 0
May 28 -June 5 Dec 26 6.19 (May 26 - June 5) 0
June 11 - June 12 Dec 28 - Dec 31 0.85 (June 9 - June 12) 0.81 (Dec 26 - Dec 31)
June 15 -------- 0.36 ------
HE-SG3
24
117
Jan 1 - Jan 5 June 18 0. 21 (Dec 30 - Jan 5) 0
Jan 6 - Jan 8 June 26 0.02 (Jan 4 - Jan 8) 0.53
Jan 8 July 21 0.01 1.14
Jan 9 - May 5 July 24 - Aug 24 13.53 (Jan 7 - May 5) 16.36 (July 22 - Aug 24)
May 6 - May 12 Aug 25 0.73 (May 4 - May 12) 0.05
May 13 Sept 13 - Oct 2 0 33.02 (Sept 11 - Oct 2)
May 14 Oct 11 (2 times) 0 0.54
May 18 -June 8 Oct 17 11.42 (May 16 - June 8) 0.22
June 9 - June 10 Oct 26 - Oct 27 0.22 (June 7 - June 10) 1. 35 (Oct 24 - Oct 27)
June 11 Nov 2 0.85 0
June 11 - June 13 Nov 8 -Dec 31 0.85 (June 9 - June 13) 1.44 (Nov 6 - Dec 31)
June 15 - June 16 -------- 0.36 (June 13 - June 16) -------
Bachelors Delight Stream and Wetland Mitigation Bank 24
Year 5 Annual Monitoring Report

Table 12. Summary of 2018 Bankfull Event Monitoring (Huffmans Branch (HU -1))
Gauge
Number
Total
Number of
Bankfull
Events
Longest
Number of
Consecutive
Days During
Bankfull
Event
3 -Day Antecedent
Dates of Ban kfu 11 Event(s) Rainfall (Inches)
(KOAJ, Albert Ellis Airport)
HU-SG1
38
16
Jan 12 - Jan 15 June 11 -June 12 3.08 (Jan 10 - Jan 15) 0.85 (June 9 - June 12)
Jan 16 July 24 - Aug 8 O 8.14 (July 22 - Aug 8)
Jan 28 - Feb 2 Aug 9 -Aug 19 2.20 (Jan 26 - Feb 2) 8.73 (Aug 7 - Aug 19)
Feb 4 - Feb 5 Aug 20 - Aug 22 0.40 (Feb 2 - Feb 5) 0.08 (Aug 18 - Aug 22)
Feb 11 - Feb 15 Aug 23 0.43 (Feb 9 - Feb 15) 0.12
Mar 1 - Mar 2 Sept 14 - Sept 22 0.52 (Feb 27 - Mar 2) 32 38 (Sept 12 - Sept 22)
Mar 13 Sept 25 - Sept 28 0.57 0.58 (Sept 23 - Sept 28)
Mar 20 Sept 29 0.85 0.12
Mar 21 Nov 2 0.87 O
Mar 25 - Mar 28 Nov 8 -Nov 10 0.72 (Mar 23 - Mar 28) 3.03 (Nov 6 -Nov 10)
Apr 7 - Apr 11 Nov 13 - Nov 18 1.40 (Apr 5 - Apr 11) 2.66 (Nov 11 -Nov 18)
Apr 16 - Apr 18 Nov 19 - Nov 21 0.96 (Apr 14 - Apr 18) 0.45 (Nov 17 - Nov 21)
Apr 24 - Apr 29 Dec 2 - Dec 3 1.85 (Apr 22 - Apr 29) 0.50 (Nov 30 - Dec 3)
May 6 - May 7 Dec 9 - Dec 12 0.73 (May 4 - May 7) 1.56 (Dec 7 - Dec 12)
May 19 Dec 13 4.74 O
May 19 - May 21 Dec 14 - Dec 18 5.04 (May 17 - May 21) 1.57 (Dec 12 - Dec 18)
May 21 - May 22 Dec 19 3- 10 (May 19 - May 22) 0.06
May 23 - May 25 Dec 20 - Dec 22 0.33 (May 21 - May 25) 0.32 (Dec 18 - Dec 22)
May 28 - June 5 Dec 28 - Dec 31 6.19 (May 16 - June 5) 0.81 (Dec 26 - Dec 31)
HU-SG2
38
17
Jan 12 - Jan 17 May 28 - June 5 3.1 (Jan 10 - Jan 17) 6.19 (May 26 - June 5)
Jan 28 - Feb 3 June 11 -June 12 2.20 (Jan 26 - Feb 3) 0.85 (June 9 - June 12)
Feb 3 - Feb 4 June 15 - June 16 0.40 (Feb 1 - Feb 4) 0.36 (June 13 - June 16)
Feb 4 - Feb 6 July 21 0.40 (Feb 2 - Feb 6) 0.01
Feb 10 July 24 - Aug 7 0.24 7.50 (July 22 - Aug 7)
Feb 12 - Feb 14 Aug 9 -Aug 10 0.43 (Feb 10 - Feb 14) 0- 64 (Aug 7 - Aug 1 O)
Feb 27 Aug 11 0.23 2.5
Mar 1 - Mar 2 Aug 11 -Aug 17 0.52 (Feb 27 - Mar 2) 8.09 (Aug 9 - Aug 17)
Mar 7 Aug 20 - Aug 21 0.38 0.01 (Aug 18 - Aug 21)
Mar 12 - Mar 13 Sept 14 - Sept 23 0.57 (Mar 10 - Mar 13) 32.38 (Sept 12 - Sept 23)
Mar 20 Sept 25 - Sept 28 0.85 0.58 (Sept 23 - Sept 27
Mar 21 Nov 2 0.87 O
Mar 25 - Mar 27 Nov 8 -Nov 10 0.72 (Mar 23 - Mar 27) 3.03 (Nov 6 -Nov 10)
Apr 7 - Apr 10 Nov 13 - Nov 23 1.40 (Apr 5 - Apr 10) 3.11 (Nov 11 - Nov 23)
Apr 16 - Apr 17 Nov 24 - Nov 25 0- 69 (Apr 14 - Apr 11) 0.38 (Nob 22 - Nov 25)
Apr 24 - Apr 28 Nov 26 1.85 (Apr 22 - Apr 28) 0.54
May 6 - May 7 Dec 1 - Dec 4 0.73 (May 4 - May 7) 0.5 (Nov 29 - Dec 4)
May 19 - May 21 Dec 9 - Dec 25 5.04 (May 17 - May 21) 3.45 (Dec 7 - Dec 25)
May 23 - May 24 Dec 28 - Dec 31 0.33 (May 21 - May 24) 0.81 (Dec 26 - Dec 31)
HU-SG3
49
23
Jan 10 - Jan 15 May 6 - May 7 3.09 (Jan 8 - Jan 15) 0.73 (Mar 4 - May 7)
Jan 16 - Jan 17 May 19 - May 21 0.02 (Jan 14 - Jan 17) 5.04 (May 17 - May 21)
Jan 17 May 23 - May 24 0.02 0.33 (May 21 - May 24)
Jan 18 May 28 - June 4 0.02 6.19 (May 26 - June 4)
Jan 19 June 11 -June 12 0.02 0.85 (June 9 - June 12)
Jan 20 June 15 - June 16 O 0.36 (June 13 - June 16)
Jan 21 July 21 O 1.14
Jan 22 - Jan 24 July 24 - Aug 8 0.08 (Jan 20 - Jan 24) 8.14 (July 22 - Aug 8)
Jan 24 Aug 9 - Aug 18 0.08 8.73 (Aug 7 - Aug 18)
Jan 25 Aug 20 - Aug 23 0.08 0- 13 (Aug 18 - Aug 23)
Jan 28 - Jan 31 Sept 14 - Sept 27 2.12 (Jan 26 - Jan 31) 32.94 (Sept 12 - Sept 27
Jan 31 - Feb 3 Sept 28 0.86 (Jan 29 - Feb 3) 0.2
Feb 3 - Feb 9 Oct 27 0.42 (Feb 1 - Feb 9) 1.35
Feb 9 - Feb 16 Nov 2 - Nov 3 0.45 (Feb 7 - Feb 16) O (Oct 31 -Nov 3)
Feb 17 Nov 6 O 0.63
Mar 2 Nov 8 -Nov 10 0.52 3.03 (Nov 6 -Nov 10)
Mar 13 Nov 12 - Nov 28 0.57 3.69 (Nov 10 - Nov 28)
Mar 14 Nov 29 0.55 O
Mar 21 - Mar 22 Nov 30 0.87 (Mar 19 - Mar 22) O
Mar 25 - Mar 27 Dec 1 - Dec 6 0.72 (Mar 23 - Mar 27) 0.5 (Nov 29 - Dec 6)
Mar 27 - Mar 28 Dec 6 0.44 (Mar 25 - Mar 28) O
Apr 7 - Apr 11 Dec 7 1.40 (Apr 5 - Apr 11) O
Apr 16 - Apr 17 Dec 8 0.69 (Apr 14 - Apr 17) 0.06
Apr 24 - Apr 27 Dec 9 - Dec 31 1.85 (Apr 22 - Apr 27) 4.26 (Dec 7 - Dec 31)
Apr 28 _-_-____ 0.01
Bachelors Delight Stream and Wetland Mitigation Bank 25
Year 5 Annual Monitoring Report

Observed physical indicators of an ordinary high water mark (OHWM) within Huffmans Branch (HU -1)
consisted of the following: (1) natural line impressed on the bank; (2) presence of litter and debris;
(3) wracking; (4) vegetation matted down, bent, or absent; (5) sediment sorting; (6) scour; (7) deposition;
(8) water staining; (9) and multiple observed flow events. Photographs of HU -1 are provided in Appendix
A. Video evidence of flow and OHWM is provided on the attached CD with site hydrographs.
Half Moon Creek (HM -1):
Surface water and flow was documented in each of the two (2) gauges over several periods during the
monitoring event. Gauge HM—SG-1 was placed the furthest up -gradient in order to capture bankfull events
at the head of the restored stream reach. Gauge HM—SG-2 was placed approximately 800 -ft further down
the stream. Refer to Figure 5 for the gauge locations.
The amplitude of the surface water varied at each gauge. Gauge HM—SG-1 exhibited thirty-one (31)
bankfull events during the monitoring period, while gauge HM—SG-2 exhibited thirty (30) bankfull events
(Table 13). The gauges exhibited a significant increase in the duration and amplitude of flow events during
2018 (post -construction Year 5). Video and/or photo evidence of flow was recorded following rainfall events
during the monitoring year over multiple site visits. Flow can be readily seen along each stream valley.
Observed physical indicators of an ordinary high water mark (OHWM) within Half Moon Creek (HM -1)
consisted of the following: (1) natural line impressed on the bank; (2) presence of litter and debris; (3)
wracking; (4) vegetation matted down, bent, or absent; (5) sediment sorting; (6) scour; (7) deposition; (8)
water staining; (9) and multiple observed flow events. Photographs of HM -1 are provided in Appendix A.
Video evidence of flow and OHWM are provided on the attached CD with site hydrographs.
Bachelors Delight Stream and Wetland Mitigation Bank 26
Year 5 Annual Monitoring Report

Table 13. Summary of 2018 Bankfull Event Monitoring (Half Moon Creek (HM -1))
Gauge
Number
Total
Number of
Bankfull
Events
Longest
Number of
Consecutive
Days During
Bankfull
Event
Dates of Bankfull Event(s)
3 -Day Antecedent
Rainfall (Inches)
(KOAJ, Albert Ellis Airport)
HM-SG1
31
16
Jan 12 - Jan 16
June 11 - June 17
3.08 (Jan 10
- Jan 16)
1.21 (June 9 -
June 17)
Jan 28 - Feb 3 June 18 2.20 (Jan 26 - Feb 3) 0
Feb 4 - Feb 7 July 24 -Aug 7 0.40 (Feb 2 - Feb 7 7.50 (July 22
- Aug 7)
Feb 7 - Feb 8 Aug 9 - Aug 10 0.02 (Feb 5 - Feb 8) 0. 64 (Aug 7 -
Aug 10)
Feb 10 Aug 11 - Aug 17 024 8.09 (Aug 9 -
Aug 17)
Feb 10 -Feb 11 Aug 17 0.30 (Feb 8 - Feb 11) 0.52
Feb 11 - Feb 15 Aug 20 - Aug 23 0.43 (Feb 9 - Feb 15) 0. 13 (Aug 18
- Aug 23)
Feb 15 - Feb 16 Sept 14 - Sept 22 0.06 (Feb 13 - Feb 16) 32.38 (Sept 12
- Sept 22)
Mar 21 - Mar 22 Sept 22 0.87 (Mar19 - Mar 22) 0
Mar 25 - Mar 28 Sept 24 0.72 (Mar 13 - Mar 28) 0.23
Apr 7 - Apr 11 Nov 8 -Nov 10 1.40 (Apr 5 - Apr 11) 3.03 (Nov 6-
Nov 10)
Apr 16 - Apr 18 Nov 13 - Nov 21 0.69 (Apr 14 - Apr 18) 3.11 (Nov 11
- Nov 21)
Apr 24 - Apr 28 Dec 2 - Dec 3 1.85 (Apr 22 - Apr 28) 0.50 (Nov 30
- Dec 3)
May 19 - May 20 Dec 9 - Dec 24 4.88 (May 17 -May 20) 3.45 (Dec 7 -
Dec 24)
May 23 - May 24 Dec 28 - Dec 31 0.33 (May 21 - May 24) 0.81 (Dec 26
- Dec 31)
May 28 - June 4 ---------- 6.19 (May 26 - June 4) ----------
HM-SG2"
30
10
Jan 8
Apr 9 - Apr 10
.01
1.40 (Apr 7 -
Apr 10)
Jan 12 -Jan 15 Apr 16 - Apr 17 3.08 (Jan 10 -Jan 15) 0.69 (Apr 14
- Apr 17)
Jan 16 Apr 24 - Apr 27 0 1.85 (Apr 22
- Apr 27)
Jan 17 May 23 - May 24 0.02 0.33 (May 21
- May 24)
Jan 23 May 28 - June 3 0.08 6.19 (May 26
- June 3)
Jan 28 - Feb 2 June 11 - June 13 2.20 (Jan 26 - Feb 2) 0.85 (June 9 -
June 13)
Feb 4 - Feb 5 June 15 -June 16 0.40 (Feb 2 - Feb 5) 0.36 (June 13
- June 16)
Feb 7 July 24 -Aug 2 0 7.07 (July 22
- Aug 2)
Feb 10 Aug 3 - Aug 5 024 1.09 (Aug 1
- Aug 5)
Feb 12 - Feb 13 Aug 9 0 0.64
Mar 21 Aug 11 - Aug 15 0.87 7.57 (Aug 9 -
Aug 15)
Mar 25 - Mar 26 Aug 20 - Aug 21 0.72 (Mar 23 - Mar 26) 0.01 (Aug 18
- Aug 21)
Mar 27 - Mar 28 Sept 14 - Sept 19 0.44 (Mar 25 - Mar 28) 32.38 (Sept 12
- Sept 19)
Apr 7 Nov 13 -Nov 14 0.98 1.92 (Nov 11
- Nov 14)
Apr 8 Nov 15 - Nov 16 1.16 2.34 (Nov 13
- Nov 16)
* Well HM-SG2 malfunction, data gap 10/16 - 11/7 and 11/25 - 12/31
Bachelors Delight Stream and Wetland Mitigation Bank 27
Year 5 Annual Monitoring Report

(e.) Stream Flow Monitorinq (Zero Order Channel/Headwater)
The primary success criteria for the Zero Order/Headwater Stream systems will be
Documentation of 2 flow events using techniques discussed below within a normal rainfall year in 3 of the 5
years of monitoring. Additional monitoring may be necessary in the event of abnormal climatic conditions.
The zero -order streams of BDMB occur within five distinct valleys that are contiguous with riverine swamp
forest of Bachelors Delight Swamp. The five valleys are identified as HU2, BD2, BD4/BD4A, BD5/BD5A,
and HM1. A total of 8 gauge transects (three gauges per transect) were installed in the zero -order streams
to document the presence of surface water. These transects capture the head of each valley and the
downstream end of the longer valleys (2 transects in HU2, 2 transects in BD4, and 1 transect in BD2,
BD4A, BD5A and HM1). Refer to Figure 5 for a map depicting the location of zero-order/riparian wetland
gauges. Indicators of Ordinary High Water Mark (OHWM) and video documentation were also used to
identify the presence of surface water flow.
Valley HU2:
Surface water and flow was documented in the center of each transect from the upper origin of the valley to
its lower reach over several periods during the monitoring year. The valley exhibits a very gradual slope
(0.004%) from the upper transect (Transect HU_ZOA1) to the lowest transect (Transect HU_ZOA2). Refer
to the As -Built plans for the longitudinal profile of the center of the valley at each transect location.
The duration and amplitude of the surface water increased toward the lower portion of valley HU2, although
the entire valley exhibited surface flow following several rainfall events throughout the monitoring season.
The transect located furthest up -gradient (Transect HU_ZOA1) experienced seven (7) different surface flow
events (center gauge), with the longest event totaling 133 consecutive days during the early portion of the
monitoring year. The gauges recorded fifteen (15) separate periods that encompassed all gauges across
the entire array during the monitoring year with a maximum duration of 57 days. Transect HU_ZOA2
experienced six (6) different surface flow events (center gauge), with the longest event totaling 174 days
during the early to middle portion of the monitoring year. The gauges recorded nine (9) separate periods
that encompassed all gauges across the entire array during the monitoring year with a maximum duration
of 57 days. Based upon rainfall data obtained from CRONOS station (KNCA, New River MCAS), rainfall
Bachelors Delight Stream and Wetland Mitigation Bank 28
Year 5 Annual Monitoring Report

events (3 -Day Antecedent) ranging from 0.01 -inch to 18.05 -inches resulted in the documented flow events.
Photographic and/or video evidence of flow was recorded following rainfall events on April 25th and July
27th. With increasing watershed size (downslope), the duration of surface flow increased within the valley.
During periods of surface inundation, water depths in the center of the valley ranged from 0.1 inch to 18.9
inches. Refer to Appendix E for graphs of duration and amplitude of surface water in Valley HU2.
Observed physical indicators of an ordinary high water mark (OHWM) within Valley HU2 consisted of the
following: (1) natural line impressed on the bank; (2) wracking (from leaves and plant detritus); (3)
vegetation matted down, bent, or absent; (4) water staining; (5) change in plant community; (6) and multiple
observed flow events. Photographs of the zero -order valley are provided in Appendix A. Photographic and
video evidence of flow and OHWM are provided on the attached CD with site hydrographs.
Valley BD2:
Surface water and flow was documented in the transect of Valley BD2 over several periods during the
monitoring year. The slope of the valley over the length of the monitoring section is approximately 0.004%
(refer to Construction Documents and As -Built Plan).
The duration and amplitude of the surface water varied at transects. The transect occurring in the zero -
order stream is installed near the base of the valley, although the entire valley exhibited surface flow
following several rainfall events throughout the monitoring year (as documented through photographic
evidence). Transect BD2_ZOA experienced eight (8) different surface flow events (center gauge), with the
longest event totaling 160 consecutive days during the early and middle portions of the monitoring year.
The gauges recorded fourteen (14) separate periods that that encompassed all gauges across the entire
array during the monitoring year with a maximum duration of 54 days. Based upon rainfall data obtained
from CRONOS station (KNCA, New River MCAS), rainfall events (3 -Day Antecedent) ranging from 0.01 -
inch to 18.05 -inches resulted in the documented flow events. Photographic and/or video evidence of flow
was recorded following rainfall events on April 25th and July 27th. With increasing watershed size
(downslope), the duration of surface flow increased within the valley. During periods of surface inundation,
water depths in the center of the valley ranged from 0.5 inch to 13.2 inches. Refer to Appendix E for
graphs of duration and amplitude of surface water in Valley BD2.
Bachelors Delight Stream and Wetland Mitigation Bank 29
Year 5 Annual Monitoring Report

Observed physical indicators of an ordinary high water mark (OHWM) within Valley BD2 consisted of the
following: (1) natural line impressed on the bank; (2) wracking (from straw mulch and plant detritus); (3)
vegetation matted down, bent, or absent; (4) water staining; (5) change in plant community; (6) and multiple
observed flow events. Photographs of the zero -order valley are provided in Appendix A. Photographic and
video evidence of flow and OHWM are provided on the attached CD with site hydrographs.
Valley BD4:
Surface water and flow was documented in the center of each transect from the upper origin of the valley to
its lower reach over several periods during the monitoring year. The upper transect of the valley was
installed near the base of the constructed zero order in the restored agricultural fields. The lower transect
was installed in the natural valley of the zero order enhancement area further downstream. The valley
exhibits a very gradual slope (0.0008%) from the upper end to the lower end of the constructed valley.
Refer to the Construction Documents and As -Built plans for the longitudinal profile of the center of the
valley at each transect location.
The duration and amplitude of the surface water varied at each transect. The transect occurring in the
upper, constructed portion of the zero -order stream exhibited surface water for briefer periods, although the
entire valley exhibited surface flow following several rainfall events throughout the monitoring year. The
transect located furthest up -gradient (Transect BDN_ZOA2) experienced ten (10) different surface flow
events (center gauge), with the longest event totaling (92 consecutive days during the early part of the
monitoring year. The gauges recorded twenty-nine (29) periods that encompassed all gauges across the
entire array during the early monitoring year with a maximum duration of 25 days. Transect BDN_ZOA4
experienced two (2) surface flow events (center gauge), with the longest event totaling 214 days
encompassing the first portion of the monitoring year. The center gauge of transect BDN_ZOA2
experienced a malfunction and no data was recorded from August 31d to September 30th. The gauges
recorded twenty (20) periods that encompassed all gauges across the entire array during the monitoring
year with a maximum duration of eighteen (18) days. Based upon rainfall data obtained from CRONOS
station (KNCA, New River MCAS), rainfall events (3 -Day Antecedent) ranging from 0.01 -inch to 18.05 -
inches resulted in the documented flow events. Photographic and/or video evidence of flow was recorded
following rainfall events on April 25th and July 27th. With increasing watershed size (downslope), the
duration of surface flow increased within the valley. During periods of surface inundation, water depths in
Bachelors Delight Stream and Wetland Mitigation Bank 30
Year 5 Annual Monitoring Report

the center of the valley ranged from 0.3 inch to 16.8 inches, and 0.2 inch to 19.0 inches for transects
BDN_ZOA2, and BDN_ZOA4, respectively. Refer to Appendix E for graphs of duration and amplitude of
surface water in Valley BD4.
Valley BD4A:
Valley BD4A represents a zero order spur of Valley BD4. Surface water and flow was documented in the
transect of Valley BD4A over several periods during the monitoring year. The slope of the valley over the
length of the monitoring section is approximately 0.0018% (refer to Construction Documents and As -Built
Plan).
The duration and amplitude of the surface water varied at the transect. The transect occurring in the zero -
order stream is installed near the head of the valley, although the entire valley exhibited surface flow
following several rainfall events throughout the monitoring year (as documented through photographic
evidence). Transect BDN_ZOA1 experienced twelve (12) different surface flow events (center gauge), with
the longest event totaling 96 consecutive days during the early part of the monitoring year. The gauges
recorded thirty-four (34) periods that encompassed all gauges across the entire array with a maximum
duration of thirty-five (35) days. Based upon rainfall data obtained from CRONOS station (KNCA, New
River MCAS), rainfall events (3 -Day Antecedent) ranging from 0.02 -inch to 18.05 -inches resulted in the
documented flow events. Photographic and/or video evidence of flow was recorded following rainfall
events on April 25th and July 27th. With increasing watershed size (downslope), the duration of surface flow
increased within the valley. During periods of surface inundation, water depths in the center of the valley
ranged from 0.1 inch to 19.5 inches. Refer to Appendix E for graphs of duration and amplitude of surface
water in Valley BD4A.
Observed physical indicators of an ordinary high water mark (OHWM) within Valley's BD4 and BD4A
consisted of the following: (1) natural line impressed on the bank; (2) wracking (from straw mulch and plant
detritus); (3) vegetation matted down, bent, or absent; (4) water staining; (5) change in plant community; (6)
and multiple observed flow events. Photographs of the zero -order valley are provided in Appendix A.
Photographic and video evidence of flow and OHWM are provided on the attached CD with site
hydrographs.
Bachelors Delight Stream and Wetland Mitigation Bank 31
Year 5 Annual Monitoring Report

Valley BDSA:
Surface water and flow was documented in the transect of Valley BDSA over several periods during the
monitoring year. The slope of the valley over the length of the monitoring section is approximately 0.0017%
(refer to Construction Documents and As -Built Plan).
The duration and amplitude of the surface water varied at the transect. The transect occurring in the zero -
order stream is installed near the base of the constructed valley, although the entire valley exhibited
surface flow following several rainfall events throughout the monitoring year (as documented through
photographic evidence). Transect BDS_ZOA1 experienced thirty-one (31) different surface flow events
(center gauge), with the longest event totaling twenty-five (25) consecutive days during the middle portion
part of the monitoring year. The gauges recorded thirty-four (34) separate periods that encompassed all
gauges across the entire array with a maximum duration of twenty-five (25) days. Based upon rainfall data
obtained from CRONOS station (KNCA, New River MCAS), rainfall events (3 -Day Antecedent) ranging
from 0.01 -inch to 18.05 -inches resulted in the documented flow events. Photographic and/or video
evidence of flow was recorded following rainfall events on April 25th and July 27th. With increasing
watershed size (downslope), the duration of surface flow increased within the valley. During periods of
surface inundation, water depths in the center of the valley ranged from 0.2 inch to 17.0 inches. Refer to
Appendix E for graphs of duration and amplitude of surface water in Valley BDSA.
Observed physical indicators of an ordinary high water mark (OHWM) within Valley BDSA consisted of the
following: (1) natural line impressed on the bank; (2) wracking (from straw mulch and plant detritus); (3)
vegetation matted down, bent, or absent; (4) water staining; (5) change in plant community; (6) and multiple
observed flow events. Photographs of the zero -order valley are provided in Appendix A. Photographic and
video evidence of flow and OHWM are provided on the attached CD with site hydrographs.
Valley HM1:
Surface water and flow was documented in the transect of Valley HM1 over several periods during the
monitoring year. The slope of the valley over the length of the monitoring section is approximately 0.006%
(refer to Construction Documents and As -Built Plan).
Bachelors Delight Stream and Wetland Mitigation Bank 32
Year 5 Annual Monitoring Report

The duration and amplitude of the surface water varied at the transect. The transect occurring in the zero -
order stream is installed midway in the constructed valley, although the entire valley exhibited surface flow
following several rainfall events throughout the monitoring year (as documented through photographic
evidence). Transect HM_ZOA1 experienced nine (9) different surface flow events (center gauge), with the
longest event totaling 132 consecutive days during the early part of the monitoring year. The gauges
recorded forty-one (41) separate periods that encompassed all gauges across the entire array with a
maximum duration of fifteen (15) days. Based upon rainfall data obtained from CRONOS station (KNCA,
New River MCAS), rainfall events (3 -Day Antecedent) ranging from 0.01 -inch to 18.05 -inches resulted in
the documented flow events. Photographic and/or video evidence of flow was recorded following rainfall
events on April 25th and July 27th. With increasing watershed size (downslope), the duration of surface flow
increased within the valley. During periods of surface inundation, water depths in the center of the valley
ranged from 0.2 inch to 12.6 inches. Refer to Appendix E for graphs of duration and amplitude of surface
water in Valley HM1.
Observed physical indicators of an ordinary high water mark (OHWM) within Valley HM1 consisted of the
following: (1) natural line impressed on the bank; (2) wracking (from straw mulch and plant detritus); (3)
vegetation matted down, bent, or absent; (4) water staining; (5) change in plant community; (6) and multiple
observed flow events. Photographs of the zero -order valley are provided in Appendix A. Photographic and
video evidence of flow and OHWM are provided on the attached CD with site hydrographs.
(f.) Stream Enhancement
The primary success criterion for the First Order Stream Enhancement will be:
Documentation of increases in flow duration and frequency compared to pre -construction conditions during
periods of normal rainfall.
A majority of the stream enhancement has occurred through the reestablishment of interconnectivity with
the upstream portions of the watershed. This reestablishment has increased the functional acreage of the
watershed, corresponding to increased flow frequency and duration in the lower sections of each stream.
In order to determine the extent of flow enhancement, a total of two gauge transects (one per reach) was
installed within enhancement reaches HU -3 (Transect HU_REF1), and BD -6 (Transect BD_REF1). These
Bachelors Delight Stream and Wetland Mitigation Bank 33
Year 5 Annual Monitoring Report

gauge transects have recorded water levels within 12 -inches of the surface for an average of 39.4% and
41.4% of the growing season, respectively. Note that well BDS_SG2 is located within an enhancement
reach and recorded a hydroperiod of 100% of the growing season. These data indicate enhanced
hydroperiods throughout these stream reaches.
D. Contingency Measures/Remedial Action
Stream banks and in -stream structures (i.e. root wads, log vanes, etc.) were monitored for evidence of
surface bank erosion (i.e. down -cutting) subsequent to above normal rainfall and high flow events. Some
minor down -cutting of the floodplain was noted in areas where surface water in the floodplain flows back
into the stream channel. However, these features have not resulted in any significant deposition within the
channel and do not appear to adversely affect stream function. In fact, these features are common within
natural, unimpaired streams and are evidence of the connectivity between the stream and its floodplain.
Most of the areas in which this has been observed appear to have met a point of equilibrium and have
become increasingly stable with the growth of stream bank vegetation. No re -grading or reinforcement of
the stream banks are recommended at this time.
During Year 3 monitoring, it was noted that grade control structures located at the outfall of stream segment
HM1 were showing signs of degradation and piping. LMG subsequently met with both the stream engineer
and a grading contractor to evaluate and identify specific construction methods for repair of this outfall
section of the stream and formulated a repair plan. Per review and concurrence by the IRT, repair work was
completed on August 2nd, 2017. The repair work was reviewed in the field by the USACE on August 31d,
2017. During the fall of 2018, Hurricane Florence made landfall and resulted in >32 -inches of rainfall.
Multiple areas of the repair area washed out from the intense flow down the valley. However, the log vane
the furthest upstream remains intact and is controlling appropriate grade elevation. This area will be
evaluated and repaired during the 2019 growing season. Pictures of these washout areas can be found in
Appendix A.
Also during Year 3 monitoring, it was noted that the loblolly pine volunteers located within the Hoffman
Forest side of the bank had increased in size and quantity and needed targeting for suppression. Remedial
action for this area was implemented in early May 2017. A pre -commercial thinning crew was contracted to
cut the loblolly pines by hand. Control of loblolly pine growth in the upstream segment of HE1 & HM1 was
Bachelors Delight Stream and Wetland Mitigation Bank 34
Year 5 Annual Monitoring Report

also performed by physical removal. These areas were reviewed in the field with the USACE on August 3rd,
2017. Pictures of this remedial action can be found in Appendix A. Although some pines have re -sprouted
in these areas, no further remedial action is considered necessary at this time.
After review of the Year 04 credit release letter, an analysis was performed to determine if the four wells in
question (that are not reference wells) have met the performance standard. Of the four in question (wells
HE_RIP1, HE_RIP2, BD_GW5, and BD_GW8), all have met the performance standard in periods of normal
rainfall exceeding 50% of the monitoring period. Wells HE_RIP1, and BD_GW5 have exceeded the
performance standard during normal rainfall conditions in Year 1, and Years 4-5. They also both exceeded
the performance criteria in Years 2 & 3, but during above -normal rainfall conditions. Well HE_RIP2
exceeded the criteria in Year 1 and Year 5 during normal conditions. It also exceeded performance criteria
in Years 2 & 3, but during above -normal rainfall conditions. It failed to meet the performance criteria in Year
4 due to unknown reasons. Well BD_GW8 experienced a malfunction in Year 1 and failed to collect data
through June 2014. It did not meet the performance criteria during Year 1 due to this malfunction. It
exceeded the criteria in Years 2-3 (during above -normal rainfall conditions), but has also exceeded the
criteria in Years 4-5 during normal conditions.
In addition, the riparian vegetation zone along the upper HE -1 reach will be assessed to determine if any
remedial action would benefit or accelerate vegetative growth along this reach. Any actions that may be
deemed acceptable will be reviewed with the IRT prior to implementation.
5.0 CONCLUSION
The implementation of the Bachelors Delight Stream and Wetland Mitigation Bank restores and connects
large headwater wetland areas to first -order tributaries of Bachelors Delight Swamp. As a result of the
work, there has been a discernible hydrologic response within the stream valleys and the adjacent riparian
and non -riparian wetlands. Vegetation and hydrologic monitoring of the BDMB indicate that the site is
progressing well during the fifth year following the implementation of the restoration activities. Overall, the
site exhibited a diverse assemblage of characteristic trees and shrubs. Vegetation data document high
rates of survivorship among the planted (x stem density = 461 stems per acre) and planted/desirable
volunteer (x stem density = 738 stems per acre) species. The restoration areas in the small stream
Bachelors Delight Stream and Wetland Mitigation Bank 35
Year 5 Annual Monitoring Report

swamp, streamhead pocosin, and wet pine flat communities met and exceeded the target hydrologic
criteria. All but one of the restoration and enhancement wells met the success criteria (due to a
malfunction), and overall the site has demonstrated increased hydroperiods characteristic of the target
wetland communities.
Overall, the BDMB appears to be progressing well toward the targeted wetland community types. The
restoration site is providing key wetland functions by reducing sediment/nutrient runoff; increasing
floodwater storage; and re-establishing wildlife habitat. The stream monitoring component has concluded
the fifth and final year (upon review and concurrence from the IRT). The streams and cross sections of
BDMB have remained relatively stable over the course of the monitoring period and have not exhibited
much deviation from as -built conditions. The riffle -pool sequence that was constructed at as -built has not
experienced much deviation other than the slight in -filling of pools and scour along the upstream ends of
riffles as expected in sandy coastal plain streams. Small isolated areas of bank erosion have been
documented, but these have stabilized over time or are not likely to decline further. Each individual stream
reach has experienced numerous bankfull events during each year of monitoring and during normal rainfall
periods. The in -stream structures are structurally intact and have maintained grade control throughout the
project (other than the issues with the HM outlet as stated above). This downstream segment of HM will be
reviewed in order to determine the appropriate course of action in consultation with the USACE and IRT.
The riparian buffer has seen a large recruitment of typical riparian vegetative communities and has
exhibited favorable growth of planted stems. The stream reaches of the project have all met the stated
goals of the project. The site wetlands will be continued to be monitored over the next two years (through
Year 7), and the findings of such will be provided in subsequent annual monitoring reports for agency
review and concurrence.
Bachelors Delight Stream and Wetland Mitigation Bank 36
Year 5 Annual Monitoring Report

FIGURES

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Property Boundary
Existing Roads
Stream Restoration (9,679 If)
Stream Enhancement (5,928 If)
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Stream Preservation (11,400 If)
Riparian Wetland Restoration (60 ac.)
Non -Riparian Wetland Restoration (-85 ac.) o 0 0 o 0
Riparian Wetland Enhancement (-28 ac.)
Riparian Wetland Preservation (-48 ac.)
Non -Riparian Wetland Preservation (-13 ac.)
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5121 Kingdom Way, Suite 100
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9/15/10
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Proposed Ditch Impacts (0.91 ac.)
Proposed Stream Impacts (8,652 If)
Proposed Wetland Impacts (14.31 ac.)
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5121 Kingdom Way, Suite 100
Raleigh, NC 27607
919-851-6066
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Stream Restoration (9,679 If)
Stream Enhancement (5,928 If)
Zero Order Restoration (7,082 If)
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Riparian Wetland Restoration (-60 ac.)
--------
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----------
Wetland Enhancement (-28 ac.)
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Stream Buffer (SBCF)(-35 ac.)
Upland Buffer (-94 ac.)
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\ \
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Bachelors Delight Swamp
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Wilmington, North Carolina 28402
Sheet Number:
.13.
Figur 6C
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Telephone: [phone]
_:\WETLANDS\2009 WETLANDS FILES\40-09-168-2 --- Bachelors Delight, Year 2, Taylor Downey\Fig 6-Monitoring Plan-February2016.dwq

Legend (NOTE: Acreage And Distances Provided Are For Complete Project)
Property Boundary
1/5/2010
Existing Roads
p 1 .1ND MANAGEMENT GROUP rrr.
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Stream Restoration (9,679 If)
Scale:
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Title:
Zero Order Restoration (7,082 If)
Cross Section Location Map
Stream Preservation (-11,400 If)
Sheet Number:
Figure 6D
g
Riparian Wetland Restoration (-60 ac.)
----------
Wetland Enhancement (-28 ac.)
Riparian Wetland Preservation (-48 ac.)
Stream Buffer (SBCF)(-35 ac.)
Upland Buffer (-94 ac.)
Monitoring Plot
• —
Monitoring Well
Stream Gauge
•
Stream Cross -Section
Longitudinal Profile
Zero -Order Well Array
_:\WETLANDS\2009 WETLANDS FILES\40-09-168-2 --- Bachelors Delight, Year 2, Taylor Downey\Fig 6 -Monitoring Plan -February
HM veg 01
HM_SG1
XS 2
0 50 100 200 400
HM -1 : XS 1
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5121 Kingdom Way, Suite 100
Raleigh, NC 27607
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1/5/2010
2/16/2016
'A/AF
p 1 .1ND MANAGEMENT GROUP rrr.
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Scale:
1"= 200'
Job Number:
01-09-168
Title:
Post Office Box 2522
igton, North Carolina 28402
dephone: 910-452-0001
Cross Section Location Map
Drawn By:
CBM
Sheet Number:
Figure 6D
g

BDN NR LL vea 01
HU -1 : XS 1
- HUF 01
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Legend (NOTE: Acreage And Distances Provided Are For Complete Project)
Property Boundary
Bachelors Delight Swamp
Existing Roads
LM
NAND MANAGEMENT GROUP —
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Stream Restoration (9,679 If)
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Zero Order Restoration (7,082 If)
Cross Section Location Map
Stream Preservation (11,400 If)
igton, North Carolina 28402
Riparian Wetland Restoration (-60 ac.)
----------
Wetland Enhancement (-28 ac.)
Riparian Wetland Preservation (-48 ac.)
Stream Buffer (SBCF)(-35 ac.)
Upland Buffer (-94 ac.)
Monitoring Plot
Monitoring Well
Stream Gauge
•
Stream Cross -Section
Longitudinal Profile
Zero -Order Well Array
_:\WETLANDS\2009 WETLANDS FILES\40-09-168-2 --- Bachelors Delight, Year 2, Taylor Downey\Fig
t-<4
•• • 11 •
• r _ • _ 0 0 •
• • @ • •
O',* • •
QQ BDN_NR_LL_veg_02
Hf14
Q
BD_GW2
Q O Q Q BDN _NR_LL_veg_03
Hf 10 v v
Q QQQQQQQ Q Q Hf13
Hf12 Q Q Q Q BD_GW3
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QQQQQ
BD_N R_AWCBAY_veg
Q Q QQ QQ Q Q Q Q Q BDN_NR_AWC_veg_1
BDN NR LL 1/e 05 Q O Q Q Q Hf6
Hf8 Q Q Q Q BDN_NR_AWC_veg_2
Q Q Q Q
Q _ Hf3
BD GW5 - Q Q Hf2
BDN_ NR_AWC_veg_3
BD NR CYPGUM 01
-= BD GW6
Q Q BDN_ZOA2
BDN ZOA1 - BD NR_OAK _veg_01
Q Q BD_GW7
Q H F4
Q
Hf1 Q Q BD_NR_OAK_veg_02
Q BDS_N R_AWC_veg_1
BDS RIP1 Q BDS_NR_LL_veg_01
- BD GW8
F
Non -Riparian Restoration (-85 ac.)
r� m�a4 - i Saw �J
r"�_.� a
•A
I � 4 :.Z �l a
��_
BDN_ZOA4
0 125 250 500 1,000
T * {
Bachelors Delight Swamp
11/20/2009
LM
NAND MANAGEMENT GROUP —
.' Frvrtranmvnrnr [v�rurrc�n
Stream and Wetland Mitigation Bank
Scale:
1 '= 500'
Title:
Post Office Box 2522
Cross Section Location Map
Drawn By:
igton, North Carolina 28402
CBM
d e p h o n e: 910-452-0001
2/16/2016
WAF
er:
01-09-168
nber:
Figure 6E

HE_REF1
Legend (NOTE: Acreage And Distances Provided Are For Comple oject)
Property Boundary
Existing Roads
Stream Restoration (9,679 If)
Stream Enhancement (5,928 If)
Zero Order Restoration (7,082 If)
HE—RIP2
Stream Preservation (-11,400 If)
Riparian Wetland Restoration (-60 ac.) ----------
HEW 04 HE -1 : XS 6 •. �• '
Wetland Enhancement (-28 ac.) Fi Fi Fi Fi--
HE REF2
HE -1 : XS 3
—
Riparian Wetland Preservation (-48 ac.)
Stream Buffer (SBCF)(-35 ac.) ------- —
— —
Upland Buffer (-94 ac.)
-- -- --
Monitoring Plot • --
-- ---- --
Stream Design Provided by:
— — — — — — — — — — — — — — •
Ko/Florence & Hutcheson
Monitoring Well HE SG3---
— — -----
5121 Kingdom Way, Suite 100
--
•
--- ------
HE REF3
Raleigh, NC 27607
Stream Gauge •
_ _ _ _ — — _
—
9,9-651-6066
R1
Stream Cross -Section
Project: Date:
Revision Date:
2/16/2016
Bachelors Delight Swamp 1/5/2010
'A/AF'A/AFLG
Stream and Wetland Mitigation Bank
Longitudinal Profile
,SND MANAGEMENT GKOVPrrc
°.r,r°nm°n'°rC°—/—'s
Scale:
V=200'
Job Number:
01-09-168
Title:
0 75 150 300 600 Post Office Box 2522
Cross Section Location Map Drawn By:
Sheet Number:
Zero -Order Well Array
Wilmington, North Carolina 28402
CBM
Figure 6F
g
Telephone: [phone]
_:\WETLANDS\2009 WETLANDS FILES\40-09-168-2 --- Bachelors Delight, Year 2, Taylor Downey\Fig 6 -Monitoring Plan-February2016.dwg

Legend (NOTE: Acreage And Distances Provided Are For Complete Project)
Property Boundary
Existing Roads
Date:
Stream Restoration (9,679 If)
Bachelors Delight Swamp
Stream Enhancement (5,928 If)
L.
-�
Zero Order Restoration (7,082 If)
Stream Preservation (-11,400 If)
Riparian Wetland Restoration (-60 ac.)
----------
Wetland Enhancement (-28 ac.)
= 200'
Riparian Wetland Preservation (-48 ac.)
Cross Section Location Map
Stream Buffer (SBCF)(-35 ac.)
Wilmington, North Carolina 28402
Upland Buffer (-94 ac.)
CBM
Monitoring Plot
•
Monitoring Well
Stream Gauge
•
Stream Cross -Section
Longitudinal Profile
Zero -Order Well Array
_:\WETLANDS\2009 WETLANDS FILES\40-09-168-2 --- Bachelors Delight, Year 2, Taylor Downey\Fig 6 -Monitoring Plan -February
H E_RE F4
0 50 100 200 400
iiiiii
HUF 03
HU REF1
HU SG3
1
1
I
I
1
I
1
1
I
I
I
Str si ovided by:
uAd,d n
7KW�W,y, Suite 100
27607
6066
levision Date:
2/16/2016
'A/AF
ib Number:
01-09-166
;heel Number:
Figure 6G
I'I / I
Project:
Date:
T M�
Bachelors Delight Swamp
1/5/2010
L.
-�
Stream and Wetland Mitigation Bank
. •.� I a .MANAGEMENT GROUP
Scale:
Title:
= 200'
Post Office Box 2522
Cross Section Location Map
Drawn By:
Wilmington, North Carolina 28402
CBM
Telephone: [phone]
1
1
I
I
1
I
1
1
I
I
I
Str si ovided by:
uAd,d n
7KW�W,y, Suite 100
27607
6066
levision Date:
2/16/2016
'A/AF
ib Number:
01-09-166
;heel Number:
Figure 6G

•
•
• RD REF1 —
10�
♦
Legend (NOTE: Acreage And Distances Provided Are For Complete Project)
Property Boundary
Existing Roads
—
Stream Restoration (9,679 If)
919-851-6066
Stream Enhancement (5,928 If)
—
Zero Order Restoration (7,082 If)
�G
L!Yl*
Stream Preservation (-11,400 If)
•
Riparian Wetland Restoration (-60 ac.)
---------- `••
Wetland Enhancement (-28 ac.)
• '
Riparian Wetland Preservation (-48 ac.)
�
Stream Buffer (SBCF)(-35 ac.)
•
•
Upland Buffer (-94 ac.)
•
Monitoring Plot
♦
•
Cross Section Location Map Drawn By:
Monitoring Well
•
Stream Gauge
•
Stream Cross -Section
Longitudinal Profile
Zero -Order Well Array
_:\WETLANDS\2009 WETLANDS FILES\40-09-168-2 --- Bachelors Delight, Year 2, Taylor Downey\Fig 6 -Monitoring Plan-February2016.dwq
0 50 100 200 400
iiiiii
jry
Stream Design Provided by
Ko/Florence & Hutcheson
5121 Kingdom Way, Suite 100
Raleigh, NC 27607
—
919-851-6066
a
Revision Date:
�G
L!Yl*
Bachelors Delight Swamp 1/5/2010
•
Stream and Wetland Mitigation Bank
I.AN'D MANAG€HENT GROUP-
S
�
— Ears --mW C.—JIenrs
V=200'
01-09-168
Title:
Post Office Box 2522
Cross Section Location Map Drawn By:
Sheet Number:
Wilmington, North Carolina 28402
♦♦
Figure 6H
g
0 50 100 200 400
iiiiii
jry
Stream Design Provided by
Ko/Florence & Hutcheson
5121 Kingdom Way, Suite 100
Raleigh, NC 27607
—
919-851-6066
Project: Date:
Revision Date:
�G
L!Yl*
Bachelors Delight Swamp 1/5/2010
•
Stream and Wetland Mitigation Bank
I.AN'D MANAG€HENT GROUP-
Scale:
Job Number:
— Ears --mW C.—JIenrs
V=200'
01-09-168
Title:
Post Office Box 2522
Cross Section Location Map Drawn By:
Sheet Number:
Wilmington, North Carolina 28402
♦♦
Figure 6H
g
Telephone: [phone]
0 50 100 200 400
iiiiii
jry
Stream Design Provided by
Ko/Florence & Hutcheson
5121 Kingdom Way, Suite 100
Raleigh, NC 27607
—
919-851-6066
Project: Date:
Revision Date:
�G
L!Yl*
Bachelors Delight Swamp 1/5/2010
2�1 016
'6�A
Stream and Wetland Mitigation Bank
I.AN'D MANAG€HENT GROUP-
Scale:
Job Number:
— Ears --mW C.—JIenrs
V=200'
01-09-168
Title:
Post Office Box 2522
Cross Section Location Map Drawn By:
Sheet Number:
Wilmington, North Carolina 28402
CBM
Figure 6H
g
Telephone: [phone]

I iayycu wui ivai y kui ai iyc ai iu LIIUU 11ay01
......••• Un -Flagged Boundary (use ditch, wind -row, bank boundary, zero order valley)
0.025 Acre Plots
0 Wells
0.10 Acre Plots
Map Source: 2016 NC OneMap Aerial Photography
SCALE 1" = 600'
Bachelors Delight
LMG
Stream and Wetland
LAND MANAGEMENT GROW ixc.
Figure 7
Mitigation Bank
En vironmen tai Consultants
—
Hoffman
Onslow County, NC
www.lmgroup.net
3805 Wrightsville Avenue
Lobloll Pine
Y
April 2017
Wilmington, NC 28403
Removal Areas
LMG # 40-09-168-4
Phone: [phone] Fax: [phone]

APPENDIX A -
SITE PHOTOGRAPHS

I3
� NQS
ar-
r
r, r
d
iLo ^ TFr.
D r i t 1yA 4 3 •
M r�
View of HE1 upper segment during
bankfull event looking downstream.
r
n'
Y r !r r
{ c o !
I
r
r
View of wet ford at upper segment of HE1
during bankfull event.
Bachelors Delight
Stream and Wetland 4LMG Appendix A.
Mitigation Bank LAND MANAGEMENT GROUP Site Photographs
Onslow County, NC a ®AVE,r#- company February 2019

View of HE1 middle segment channel and riparian
plantings during bankfull event looking downstream.
View of HE1 lower segment during bankfull
event looking downstream.
Bachelors Delight
Stream and Wetland tLMG Appendix A.
Mitigation Bank LAND MANAGEMENT GROUP Site Photographs
Onslow County, NC a ®AVE,r#- company February 2019

View of middle segment HU1 floodplain
during bankfull event looking downstream.
View of lower segment HU1 floodplain and riparian
plantings during bankfull event looking downstream.
Bachelors Delight
Stream and Wetland 4LMG Appendix A.
Mitigation Bank LAND MANAGEMENT GROUP Site Photographs
Onslow County, NC a ®AVE,r#- company February 2019

View of inundation at HM1 zero order valley
upper segment during flow event looking downstream.
View of HM1 zero order to first order transition
during bankfull event looking downstream.
Bachelors Delight
Stream and Wetland 4LMG Appendix A.
Mitigation Bank LAND MANAGEMENT GROUP Site Photographs
Onslow County, NC a ®AVE,r#- company February 2019

View of HM1 channel during bankfull event.
View of HM1 channel during bankfull event.
Bachelors Delight
Stream and Wetland 4LMG Appendix A.
Mitigation Bank LAND MANAGEMENT GROUP Site Photographs
Onslow County, NC a ®AVE,r#- company February 2019

View of HM1 lower segment during
bankfull event looking downstream.
View of 13132 zero order valley during
flow event looking downstream.
Bachelors Delight
Stream and Wetland 4LMG Appendix A.
Mitigation Bank LAND MANAGEMFNT GROUP Site Photographs
Onslow County, NC a oAIEv# company, February 2019

View of 13132 zero order valley during
flow event looking downstream.
View of 13134A zero order valley upper segment
during flow event looking upstream.
Bachelors Delight
Stream and Wetland 4LMG Appendix A.
Mitigation Bank LAND MANAGEMFNT GROUP Site Photographs
Onslow County, NC a oAIEv# company, February 2019

View of 13134A zero order valley lower segment
during flow event looking downstream.
View of 13134A zero order valley lower segment
riparian plantings during flow event looking downstream.
Bachelors Delight
Stream and Wetland 4LMG Appendix A.
Mitigation Bank LAND MANAGEMFNT GROUP Site Photographs
Onslow County, NC a oAIEv# company, February 2019

View of BDSA zero order valley upper segment
during flow event looking downstream.
5
View of BDSA zero order valley
A of -Fw-� 11 r,_
upper segment
during flow event looking downstream.
Bachelors Delight
Stream and Wetland 4LMG Appendix A.
Mitigation Bank LAND MANAGEMFNT GROUP Site Photographs
Onslow County, NC a oAIEv# company, February 2019

View of BDSA zero order valley lower wooded segment
during flow event looking downstream.
View of BDSA zero order valley lower wooded segment
during flow event looking downstream.
Bachelors Delight
Stream and Wetland Z—LMGAppendix
A.
Mitigation Bank LAND MANAGEMENT GROU P Site Photographs
Onslow County, NC a DMMY#- company February 2019

View of 13135 during flow event looking
upstream from wet ford.
View of 13135 during flow event looking
upstream from wet ford.
Bachelors Delight
Stream and Wetland 4LMG Appendix A.
Mitigation Bank LAND MANAGEMFNT GROUP Site Photographs
Onslow County, NC a oAIEv# company, February 2019

Typical growth of Longleaf Pine in wet pine flat.
Typical growth of Atlantic White Cedar in streamhead pocosin.
h
helors DelightA endix A.
m and Wetland 4LM ppigation Bank LAND MANAGEMENT GROUP Site Photographs
ow County, NC a oAILv# company- February 2019

View of HE1 before 2017 pine suppression.
View of HE1 after 2017 pine suppression.
Bachelors Delight Appendix A.
Stream and Wetland ILMG Site Photographs
Mitigation Bank LANE) MANAGEMENT GROU P
Onslow County, NC , DAVEY# company February 2019

-.W:.. + ..,a�".it'j-:;e
View of HM1 before 2017 pine suppression.
View of HM1 after 2017 pine suppression.
Bachelors Delight
S
tream and Wetland GAendix A.
ILM Site Photo ra hs
Mitigation Bank LANE) MANAGEMENT GROU P
g p
Onslow County, NC , DAVEY# company February 2019

View of Bald Cypress on Hoffman side of
mitigation bank after pine suppression in 2017.
View of Hoffman side of mitigation
bank after pine suppression in 2017.
Bachelors Delight
Stream and Wetland ILMG SitAppendix A.
Mitigation Bank LANE) MANAGEMENT GROUP
Onslow County, NC a DAVEY# company February 2019

APPENDIX B -
INDIVIDUAL PLOT DATA SHEETS

BACHELORS DELIGHT STREAM AND WETLAND MITIGATION BANK
ANNUAL MONITORING DATA SHEET - VEGETATION PLOTS
Notes: All NCSU plots are CVS (100 m2)
PLOT NUMBER HUF 1
SPECIES
STRATUM
T, SA, or SH
Number of Individuals
HEIGHT
Planted vs. Volunteer
Species
Number of Individuals
Counted toward
Success Criteria
Bald Cypress
T
2
4 ft
Planted
2
Bald Cypress
T
1
5 ft
Planted
1
Bald Cypress
T
3
7 ft
Planted
3
Bald Cypress
T
1
8 ft
Planted
1
Bald Cypress
T
1
9 ft
Planted
1
Bald Cypress
T
2
loft
Planted
2
Bald Cypress
T
2
12 ft
Planted
2
Swamp Black Gum
T
1
1 ft
Planted
1
Swamp Black Gum
T
1
3 ft
Planted
1
Red Bay
SH
2
1 ft
Volunteer
2
Red Bay
SH
1
2 ft
Volunteer
1
Red Bay
SH
1
3 ft
Volunteer
1
Inkberry
SH
1
1 ft
Volunteer
1
Loblolly Pine
T
6
3 ft
Volunteer
0
Loblolly Pine
T
9
4 ft
Volunteer
0
Loblolly Pine
T
5
5 ft
Volunteer
0
Loblolly Pine
T
3
6 ft
Volunteer
0
Loblolly Pine
T
2
7 ft
Volunteer
0
Loblolly Pine
T
2
8 ft
Volunteer
0
Loblolly Pine
T
2
loft
Volunteer
0
Sweet Gum
T
1
5 ft
Volunteer
0
Sweet Gum
T
1
12 ft
Volunteer
0
Sweet Gum
T
1
13 ft
Volunteer
0
Red Maple
T
3
1 ft
Volunteer
0
Red Maple
T
3
2 ft
Volunteer
0
Red Maple
T
1
4 ft
Volunteer
0
TOTAL PLANTED
SPECIES
14
OBSERVED DENSITY
(PLANTED SPECIES
PER ACRE)
560
TOTAL ACCEPTABLE
VOLUNTEERS
5
OBSERVED DENSITY
(ACCEPTABLE
VOLUNTEER SPECIES
PER ACRE)
200
TOTAL
UNACCEPTABLE
VOLUNTEERS
39
SINGLE VOLUNTEER
>50% OF TOTAL (YIN)
No
TOTAL INDIVIDUALS
58
OBSERVED DENSITY
(PER ACRE)
760

BACHELORS DELIGHT STREAM AND WETLAND MITIGATION BANK
ANNUAL MONITORING DATA SHEET - VEGETATION PLOTS
Notes: All NCSU plots are CVS (100 m2)
PLOT NUMBER HUF 2
SPECIES
STRATUM
T SA or SH
Number of Individuals
HEIGHT
Planted vs. Volunteer
Species
Number of Individuals
Counted toward
Success Criteria
Bald Cypress
T
1
3 ft
Planted
1
Bald Cypress
T
2
5 ft
Planted
2
Bald Cypress
T
1
6 ft
Planted
1
Bald Cypress
T
2
7 ft
Planted
2
Bald Cypress
T
1
8 ft
Planted
1
Bald Cypress
T
2
9 ft
Planted
2
Bald Cypress
T
2
loft
Planted
2
Swamp Black Gum
T
2
1 ft
Planted
2
Swamp Black Gum
T
2
3 ft
Planted
2
Sweet Pepperbush
SH
1
2 ft
Volunteer
1
American Titi
SH
1
2 ft
Volunteer
1
American Titi
SH
1
4 ft
Volunteer
1
Red Bay
SH
1
3 ft
Volunteer
1
Red Maple
T
2
1 ft
Volunteer
0
Red Maple
T
1
2 ft
Volunteer
0
Loblolly Pine
T
5
2 ft
Volunteer
0
Loblolly Pine
T
7
3 ft
Volunteer
0
Loblolly Pine
T
4
4 ft
Volunteer
0
Loblolly Pine
T
1
5 ft
Volunteer
0
Loblolly Pine
T
1
6 ft
Volunteer
0
Loblolly Pine
T
1
9 ft
Volunteer
0
TOTAL PLANTED
SPECIES
15
OBSERVED DENSITY
(PLANTED SPECIES
PER ACRE)
600
TOTAL ACCEPTABLE
VOLUNTEERS
3
OBSERVED DENSITY
(ACCEPTABLE
VOLUNTEER SPECIES
PER ACRE)
120
TOTAL
UNACCEPTABLE
VOLUNTEERS
22
SINGLE VOLUNTEER
>50% OF TOTAL (YIN)
No
TOTAL INDIVIDUALS
40
OBSERVED DENSITY
(PER ACRE)
720

BACHELORS DELIGHT STREAM AND WETLAND MITIGATION BANK
ANNUAL MONITORING DATA SHEET - VEGETATION PLOTS
Notes: All NCSU plots are CVS (100 m2)
PLOT NUMBER HUF 3
SPECIES
STRATUM
Number of Individuals
HEIGHT
Planted vs. VolunteerNumber
of Individuals
Species
Counted toward
Success Criteria
T, SA, or SH
Bald Cypress
T
2
6 ft
Planted
2
Bald Cypress
T
4
7 ft
Planted
4
Bald Cypress
T
2
8ft
Planted
2
Bald Cypress
T
1
9 ft
Planted
1
Bald Cypress
T
3
loft
Planted
3
Bald Cypress
T
1
12 ft
Planted
1
Swamp Black Gum
T
1
2ft
Planted
1
Swamp Black Gum
T
2
3ft
Planted
2
Wax Myrtle
SH
2
7ft
Volunteer
2
Sweet Pepperbush
SH
2
2ft
Volunteer
2
Loblolly Pine
T
1
2ft
Volunteer
0
Loblolly Pine
T
1
4 ft
Volunteer
0
Loblolly Pine
T
1
6ft
Volunteer
0
Black Willow
T
1
8ft
Volunteer
0
Sweet Gum
T
1
3ft
Volunteer
0
Sweet Gum
T
1
6ft
Volunteer
0
Sweet Gum
T
1
7ft
Volunteer
0
Sweet Gum
T
1
8ft
Volunteer
0
Red Maple
T
1
3ft
Volunteer
0
Groundsel Tree
SH
1
3ft
Volunteer
0
OBSERVED DENSITY
TOTAL PLANTED
16
(PLANTED SPECIES
640
SPECIES
PER ACRE)
OBSERVED DENSITY
TOTALACCEPTABLE
4
(ACCEPTABLE
160
VOLUNTEERS
VOLUNTEER SPECIES
PER ACRE)
TOTAL
UNACCEPTABLE
10
SINGLE VOLUNTEER
No
>50% OF TOTAL (Y/N)
VOLUNTEERS
TOTAL INDIVIDUALS
30
OBSERVED DENSITY
800
(PER ACRE)

BACHELORS DELIGHT STREAM AND WETLAND MITIGATION BANK
ANNUAL MONITORING DATA SHEET - VEGETATION PLOTS
Notes: All NCSU plots are CVS (100 m2)
PLOT NUMBER HUF 4
SPECIES
STRATUM
T, SA, or SH
Number of Individuals
HEIGHT
Planted vs. Volunteer
Species
Number of Individuals
Counted toward
Success Criteria
Bald Cypress
T
1
5ft
Planted
1
Bald Cypress
T
1
6ft
Planted
1
Bald Cypress
T
2
7ft
Planted
2
Bald Cypress
T
3
8 ft
Planted
3
Bald Cypress
T
2
9 ft
Planted
2
Bald Cypress
T
3
loft
Planted
3
Swamp Black Gum
T
2
1 ft
Planted
2
Swamp Black Gum
T
1
3ft
Planted
1
Red Bay
T
1
3ft
Volunteer
1
Red Bay
T
1
5ft
Volunteer
1
Red Bay
T
1
6ft
Volunteer
1
Red Bay
T
1
7ft
Volunteer
1
Red Bay
T
3
loft
Volunteer
3
Fetterbush
SH
3
2 ft
Volunteer
3
Fetterbush
SH
4
3ft
Volunteer
4
Fetterbush
SH
2
4 ft
Volunteer
2
Fetterbush
SH
1
5ft
Volunteer
1
Highbush Blueberry
SH
1
3ft
Volunteer
1
Highbush Blueberry
SH
1
5ft
Volunteer
1
Wax Myrtle
SH
1
5ft
Volunteer
1
Sweet Pepperbush
SH
2
2 ft
Volunteer
2
Sweet Pepperbush
SH
1
3ft
Volunteer
1
Sweet Pepperbush
SH
2
4 ft
Volunteer
2
Sweet Pepperbush
SH
1
6ft
Volunteer
1
Loblolly Pine
T
2
2 ft
Volunteer
0
Loblolly Pine
T
3
3ft
Volunteer
0
Loblolly Pine
T
3
4 ft
Volunteer
0
Loblolly Pine
T
2
5ft
Volunteer
0
Loblolly Pine
T
2
7ft
Volunteer
0
Loblolly Pine
T
1
loft
Volunteer
0
Loblolly Pine
T
1
lift
Volunteer
0
Sweet Gum
T
1
5ft
Volunteer
0
Sweet Gum
T
1
7ft
Volunteer
0
TOTAL PLANTED
SPECIES
15
OBSERVED DENSITY
(PLANTED SPECIES
PER ACRE)
600
TOTAL ACCEPTABLE
VOLUNTEERS
26
OBSERVED DENSITY
(ACCEPTABLE
VOLUNTEER SPECIES
PER ACRE)
1040
TOTAL
UNACCEPTABLE
VOLUNTEERS
16
SINGLE VOLUNTEER
>50% OF TOTAL (YIN)
No
TOTAL INDIVIDUALS
57
OBSERVED DENSITY
(PER ACRE)
1640

BACHELORS DELIGHT STREAM AND WETLAND MITIGATION BANK
ANNUAL MONITORING DATA SHEET - VEGETATION PLOTS
Notes: All NCSU plots are CVS (100 m2)
PLOT NUMBER HEW 1
SPECIES
STRATUM
T, SA, or SH
Number of Individuals
HEIGHT
Planted vs. Volunteer
Species
Number of Individuals
Counted toward
Success Criteria
Bald Cypress
T
1
2 ft
Planted
1
Bald Cypress
T
3
3ft
Planted
3
Bald Cypress
T
2
4ft
Planted
2
Bald Cypress
T
2
5ft
Planted
2
Bald Cypress
T
2
6ft
Planted
2
Swamp Black Gum
T
1
2ft
Planted
1
Swamp Black Gum
T
1
4ft
Planted
1
Wax Myrtle
SH
1
2ft
Volunteer
1
Wax Myrtle
SH
1
4ft
Volunteer
1
Winged Sumac
SH
1
1 ft
Volunteer
0
Winged Sumac
SH
4
2ft
Volunteer
0
Red Maple
T
1
1 ft
Volunteer
0
Red Maple
T
3
2ft
Volunteer
0
Red Maple
T
1
4ft
Volunteer
0
Sweet Gum
T
1
2ft
Volunteer
0
Sweet Gum
T
1
6ft
Volunteer
0
Loblolly Pine
T
13
2ft
Volunteer
0
Loblolly Pine
T
18
3ft
Volunteer
0
Loblolly Pine
T
11
4ft
Volunteer
0
Loblolly Pine
T
4
5ft
Volunteer
0
Loblolly Pine
T
1
6ft
Volunteer
0
Loblolly Pine
T
1
7 ft
Volunteer
0
TOTAL PLANTED
SPECIES
12
OBSERVED DENSITY
(PLANTED SPECIES
PER ACRE)
480
TOTAL ACCEPTABLE
VOLUNTEERS
2
OBSERVED DENSITY
(ACCEPTABLE
VOLUNTEER SPECIES
PER ACRE)
80
TOTAL
UNACCEPTABLE
VOLUNTEERS
60
SINGLE VOLUNTEER
>50% OF TOTAL (YIN)
Yes
TOTAL INDIVIDUALS
74
OBSERVED DENSITY
(PER ACRE)
560

BACHELORS DELIGHT STREAM AND WETLAND MITIGATION BANK
ANNUAL MONITORING DATA SHEET - VEGETATION PLOTS
Notes: All NCSU plots are CVS (100 m2)
PLOT NUMBER HEW 2
SPECIES
STRATUM
Number of Individuals
HEIGHT
Planted vs. VolunteerNumber
of Individuals
Species
Counted toward
Success Criteria
T, SA, or SH
Bald Cypress
T
4
4 ft
Planted
4
Bald Cypress
T
3
5 ft
Planted
3
Bald Cypress
T
2
6ft
Planted
2
Bald Cypress
T
1
7ft
Planted
1
Swamp Black Gum
T
1
3ft
Planted
1
Swamp Black Gum
T
1
4ft
Planted
1
Swamp Black Gum
T
1
6ft
Planted
1
Wax Myrtle
SH
2
2 ft
Volunteer
2
Wax Myrtle
SH
1
3ft
Volunteer
1
American Titi
SH
1
2 ft
Volunteer
1
Doghobble
SH
1
3ft
Volunteer
1
Loblolly Pine
T
3
1 ft
Volunteer
0
Loblolly Pine
T
11
2 ft
Volunteer
0
Loblolly Pine
T
18
3ft
Volunteer
0
Loblolly Pine
T
6
4ft
Volunteer
0
Loblolly Pine
T
4
5ft
Volunteer
0
Loblolly Pine
T
4
6ft
Volunteer
0
Loblolly Pine
T
1
7ft
Volunteer
0
TOTAL PLANTED
OBSERVED DENSITY
13
(PLANTED SPECIES
520
SPECIES
PER ACRE)
OBSERVED DENSITY
TOTALACCEPTABLE
(ACCEPTABLE
5
200
VOLUNTEERS
VOLUNTEER SPECIES
PER ACRE)
TOTAL
SINGLE VOLUNTEER
UNACCEPTABLE
47
Yes
VOLUNTEERS
>50% OF TOTAL (Y/N)
OBSERVED DENSITY
TOTAL INDIVIDUALS
65
720
(PER ACRE)

BACHELORS DELIGHT STREAM AND WETLAND MITIGATION BANK
ANNUAL MONITORING DATA SHEET - VEGETATION PLOTS
Notes: All NCSU plots are CVS (100 m2)
PLOT NUMBER HEW 3
SPECIES
STRATUM
Number of Individuals
HEIGHT
Planted vs. VolunteerNumber
of Individuals
Species
Counted toward
Success Criteria
T, SA, or SH
Bald Cypress
T
2
3 ft
Planted
2
Bald Cypress
T
3
4 ft
Planted
3
Swamp Black Gum
T
3
1 ft
Planted
3
Swamp Black Gum
T
5
2ft
Planted
5
Wax Myrtle
SH
2
3ft
Volunteer
2
Wax Myrtle
SH
2
5 ft
Volunteer
2
Wax Myrtle
SH
1
6 ft
Volunteer
1
Wax Myrtle
SH
1
7 ft
Volunteer
1
Red Maple
T
8
1 ft
Volunteer
0
Loblolly Pine
T
2
1 ft
Volunteer
0
Loblolly Pine
T
20
2ft
Volunteer
0
Loblolly Pine
T
16
3ft
Volunteer
0
Loblolly Pine
T
10
4ft
Volunteer
0
Loblolly Pine
T
5
5 ft
Volunteer
0
Loblolly Pine
T
5
6 ft
Volunteer
0
Loblolly Pine
T
2
7 ft
Volunteer
0
OBSERVED DENSITY
TOTAL PLANTED
13
(PLANTED SPECIES
520
SPECIES
PER ACRE)
OBSERVED DENSITY
TOTALACCEPTABLE
6
(ACCEPTABLE
240
VOLUNTEERS
VOLUNTEER SPECIES
PER ACRE)
TOTAL
UNACCEPTABLE
68
SINGLE VOLUNTEER
Yes
>50% OF TOTAL (Y/N)
VOLUNTEERS
TOTAL INDIVIDUALS
87
OBSERVED DENSITY
760
(PER ACRE)

BACHELORS DELIGHT STREAM AND WETLAND MITIGATION BANK
ANNUAL MONITORING DATA SHEET - VEGETATION PLOTS
Notes: All NCSU plots are CVS (100 m2)
PLOT NUMBER HEW 4
SPECIES
STRATUM
T SA or SH
Number of Individuals
HEIGHT
Planted vs. Volunteer
Species
Number of Individuals
Counted toward
Success Criteria
Bald Cypress
T
1
3 ft
Planted
1
Bald Cypress
T
1
4 ft
Planted
1
Bald Cypress
T
1
6ft
Planted
1
Bald Cypress
T
2
7ft
Planted
2
Bald Cypress
T
1
8ft
Planted
1
Bald Cypress
T
2
lift
Planted
2
Bald Cypress
T
1
12 ft
Planted
1
Swamp Black Gum
T
2
2ft
Planted
2
Swamp Black Gum
T
2
4ft
Planted
2
Wax Myrtle
SH
1
4ft
Volunteer
1
Wax Myrtle
SH
2
6ft
Volunteer
2
Wax Myrtle
SH
1
7ft
Volunteer
1
Loblolly Pine
T
6
2ft
Volunteer
0
Loblolly Pine
T
6
3ft
Volunteer
0
Loblolly Pine
T
13
4ft
Volunteer
0
Loblolly Pine
T
7
5ft
Volunteer
0
Loblolly Pine
T
6
6ft
Volunteer
0
Loblolly Pine
T
7
7ft
Volunteer
0
Loblolly Pine
T
1
8ft
Volunteer
0
Loblolly Pine
T
2
loft
Volunteer
0
Loblolly Pine
T
1
11 ft
Volunteer
0
Loblolly Pine
T
1
12 ft
Volunteer
0
Red Maple
T
1
1 ft
Volunteer
0
Sweet Gum
T
2
2ft
Volunteer
0
Sweet Gum
T
3
4ft
Volunteer
0
Sweet Gum
T
1
6ft
Volunteer
0
Black Willow
T
1
3ft
Volunteer
0
Groundsel Tree
SH
8
3ft
Volunteer
0
Groundsel Tree
SH
1
5ft
Volunteer
0
Groundsel Tree
SH
1
6ft
Volunteer
0
Groundsel Tree
SH
1
7ft
Volunteer
0
Winged Sumac
SH
1
3ft
Volunteer
0
TOTALPLANTED
SPECIES
13
OBSERVED DENSITY
(PLANTED SPECIES
PER ACRE)
520
TOTALACCEPTABLE
VOLUNTEERS
4
OBSERVED DENSITY
(ACCEPTABLE
VOLUNTEER SPECIES
PER ACRE)
160
TOTAL
UNACCEPTABLE
VOLUNTEERS
70
SINGLE VOLUNTEER
>50% OF TOTAL (YIN)
Yes
TOTAL INDIVIDUALS
87
OBSERVED DENSITY
(PER ACRE)
680

BACHELORS DELIGHT STREAM AND WETLAND MITIGATION BANK
ANNUAL MONITORING DATA SHEET - VEGETATION PLOTS
Notes: All NCSU plots are CVS (100 m2)
PLOT NUMBER HM 1
SPECIES
STRATUM
SA or SH
Number of Individuals
HEIGHT
Planted vs. Volunteer Number of Individuals
Species Counted toward
Success Criteria
Bald Cypress
T
2
4 ft
Planted
2
Bald Cypress
T
1
5 ft
Planted
1
Bald Cypress
T
1
6 ft
Planted
1
Bald Cypress
T
1
7 ft
Planted
1
Bald Cypress
T
1
8 ft
Planted
1
Bald Cypress
T
1
loft
Planted
1
Swamp Black Gum
T
2
3ft
Planted
2
Swamp Black Gum
T
1
5ft
Planted
1
Sweet Pepperbush
SH
20
3ft
Volunteer
20
Sweet Pepperbush
SH
20
4ft
Volunteer
20
Coastal Dog Hobble
SH
15
3ft
Volunteer
15
Coastal Dog Hobble
SH
15
4ft
Volunteer
15
Red Bay
SH
1
4ft
Volunteer
1
Red Bay
SH
1
7ft
Volunteer
1
Wax Myrtle
SH
2
3ft
Volunteer
2
Wax Myrtle
SH
2
5ft
Volunteer
2
Persimmon
T
1
5ft
Volunteer
0
Persimmon
T
1
6ft
Volunteer
0
Persimmon
T
1
7ft
Volunteer
0
Loblolly Pine
T
1
1 ft
Volunteer
0
Loblolly Pine
T
5
3ft
Volunteer
0
Loblolly Pine
T
3
4ft
Volunteer
0
Loblolly Pine
T
2
5ft
Volunteer
0
Sweet Gum
T
10
2 ft
Volunteer
0
Sweet Gum
T
3
3ft
Volunteer
0
Sweet Gum
T
1
4ft
Volunteer
0
Sweet Gum
T
1
6ft
Volunteer
0
Sweet Gum
T
2
9 ft
Volunteer
0
Winged Sumac
SH
1
5ft
Volunteer
0
Groundsel Tree
SH
2
4 ft
Volunteer
0
Groundsel Tree
SH
1
5 ft
Volunteer
0
Groundsel Tree
SH
2
6 ft
Volunteer
0
Groundsel Tree
SH
3
7 ft
Volunteer
0
Groundsel Tree
SH
3
8 ft
Volunteer
0
Groundsel Tree
SH
2
9 ft
Volunteer
0
Groundsel Tree
SH
1
15 ft
Volunteer
0
Horsesugar
SH
1
3ft
Volunteer
0
Horsesugar
SH
1
4ft
Volunteer
0
Horsesugar
SH
1
5ft
Volunteer
0
TOTAL PLANTED
SPECIES
110
OBSERVED DENSITY
(PLANTED SPECIES
PER ACRE)
400
TOTALACCEPTABLE
VOLUNTEERS
76
OBSERVED DENSITY
(ACCEPTABLE
VOLUNTEER SPECIES
PER ACRE)
3040
TOTAL
UNACCEPTABLE
VOLUNTEERS
49
SINGLE VOLUNTEER
>50% OFTOTAL (Y/N)
No
TOTAL INDIVIDUALS
1135
OBSERVED DENSITY
(PER ACRE)
3440

BACHELORS DELIGHT STREAM AND WETLAND MITIGATION BANK
ANNUAL MONITORING DATA SHEET - VEGETATION PLOTS
Notes: All NCSU plots are CVS (100 m2)
PLOT NUMBER HM 2
SPECIES
STRATUM
Number of Individuals
HEIGHT
Planted vs. VolunteerNumber
of Individuals
Species
Counted toward
Success Criteria
T, SA, or SH
Bald Cypress
T
1
2 ft
Planted
1
Bald Cypress
T
2
3 ft
Planted
2
Bald Cypress
T
2
4ft
Planted
2
Swamp Black Gum
T
2
1 ft
Planted
2
Swamp Black Gum
T
1
2ft
Planted
1
Red Bay
SH
1
1 ft
Volunteer
1
Highbush Blueberry
SH
1
3ft
Volunteer
1
Sweet Pepperbush
SH
1
2ft
Volunteer
1
Groundsel Tree
SH
1
3ft
Volunteer
0
Red Maple
T
20
1 ft
Volunteer
0
Red Maple
T
2
3ft
Volunteer
0
Sweet Gum
T
30
1 ft
Volunteer
0
Sweet Gum
T
30
2ft
Volunteer
0
Sweet Gum
T
5
4ft
Volunteer
0
Loblolly Pine
T
50
1 ft
Volunteer
0
Loblolly Pine
T
4
4ft
Volunteer
0
Loblolly Pine
T
5
6 ft
Volunteer
0
OBSERVED DENSITY
TOTAL PLANTED
8
(PLANTED SPECIES
320
SPECIES
PER ACRE)
OBSERVED DENSITY
TOTALACCEPTABLE
3
(ACCEPTABLE
120
VOLUNTEERS
VOLUNTEER SPECIES
PER ACRE)
TOTAL
UNACCEPTABLE
147
SINGLE VOLUNTEER
No
VOLUNTEERS
>50% OF TOTAL (Y/N)
TOTAL INDIVIDUALS
158
OBSERVED DENSITY
440
(PER ACRE)

BACHELORS DELIGHT STREAM AND WETLAND MITIGATION BANK
ANNUAL MONITORING DATA SHEET - VEGETATION PLOTS
Notes: All NCSU plots are CVS (100 m2)
PLOT NUMBER BDN-NR-LL 1
SPECIES
STRATUM
Number of Individuals
HEIGHT
Planted vs. VolunteerNumber
of Individuals
Species
Counted toward
Success Criteria
T, SA, or SH
Long Leaf Pine
T
2
1 ft
Planted
2
Long Leaf Pine
T
1
2 ft
Planted
1
Long Leaf Pine
T
1
3 ft
Planted
1
Long Leaf Pine
T
1
6 ft
Planted
1
Long Leaf Pine
T
1
9ft
Planted
1
Long Leaf Pine
T
1
11 ft
Planted
1
Long Leaf Pine
T
1
12 ft
Planted
1
Loblolly Pine
T
1
9ft
Volunteer
0
Loblolly Pine
T
2
12 ft
Volunteer
0
OBSERVED DENSITY
TOTAL PLANTED
8
(PLANTED SPECIES
320
SPECIES
PER ACRE)
OBSERVED DENSITY
TOTALACCEPTABLE
0
(ACCEPTABLE
0
VOLUNTEERS
VOLUNTEER SPECIES
PER ACRE)
TOTAL
UNACCEPTABLE
3
SINGLE VOLUNTEER
No
VOLUNTEERS
>50% OF TOTAL (Y/N)
TOTAL INDIVIDUALS
11
OBSERVED DENSITY
320
(PER ACRE)

BACHELORS DELIGHT STREAM AND WETLAND MITIGATION BANK
ANNUAL MONITORING DATA SHEET - VEGETATION PLOTS
Notes: All NCSU plots are CVS (100 m2)
PLOT NUMBER BDN-NR-LL 2
SPECIES
STRATUM
Number of Individuals
HEIGHT
Planted vs. VolunteerNumber
of Individuals
Species
Counted toward
Success Criteria
T, SA, or SH
Long Leaf Pine
T
2
1 ft
Planted
2
Long Leaf Pine
T
1
3 ft
Planted
1
Long Leaf Pine
T
2
4 ft
Planted
2
Long Leaf Pine
T
1
5 ft
Planted
1
Long Leaf Pine
T
1
8 ft
Planted
1
Long Leaf Pine
T
1
9 ft
Planted
1
Long Leaf Pine
T
1
loft
Planted
1
Long Leaf Pine
T
2
11 ft
Planted
2
Long Leaf Pine
T
2
12 ft
Planted
2
Long Leaf Pine
T
1
14 ft
Planted
1
Groundsel Tree
SH
1
2 ft
Volunteer
0
Groundsel Tree
SH
1
6 ft
Volunteer
0
Loblolly Pine
T
1
14 ft
Volunteer
0
Loblolly Pine
T
2
15 ft
Volunteer
0
TOTAL PLANTED
OBSERVED DENSITY
14
(PLANTED SPECIES
560
SPECIES
PER ACRE)
OBSERVED DENSITY
TOTALACCEPTABLE
(ACCEPTABLE
0
0
VOLUNTEERS
VOLUNTEER SPECIES
PER ACRE)
TOTAL
SINGLE VOLUNTEER
UNACCEPTABLE
5
No
VOLUNTEERS
>50% OF TOTAL (Y/N)
OBSERVED DENSITY
TOTAL INDIVIDUALS
19
560
(PER ACRE)

BACHELORS DELIGHT STREAM AND WETLAND MITIGATION BANK
ANNUAL MONITORING DATA SHEET - VEGETATION PLOTS
Notes: All NCSU plots are CVS (100 m2)
PLOT NUMBER BDN-NR-LL 3
SPECIES
STRATUM
Number of Individuals
HEIGHT
Planted vs. VolunteerNumber
of Individuals
Species
Counted toward
Success Criteria
T, SA, or SH
Long Leaf Pine
T
2
2 ft
Planted
2
Long Leaf Pine
T
3
3 ft
Planted
3
Long Leaf Pine
T
1
4ft
Planted
1
Long Leaf Pine
T
1
5ft
Planted
1
Long Leaf Pine
T
1
6ft
Planted
1
Long Leaf Pine
T
3
9 ft
Planted
3
Long Leaf Pine
T
1
loft
Planted
1
Wax Myrtle
SH
1
6ft
Volunteer
1
Loblolly Pine
T
1
3ft
Volunteer
0
Loblolly Pine
T
3
4ft
Volunteer
0
Loblolly Pine
T
1
6ft
Volunteer
0
Loblolly Pine
T
1
15 ft
Volunteer
0
Loblolly Pine
T
2
18 ft
Volunteer
0
Groundsel Tree
SH
5
3ft
Volunteer
0
Groundsel Tree
SH
7
4ft
Volunteer
0
Groundsel Tree
SH
4
5ft
Volunteer
0
Groundsel Tree
SH
1
6ft
Volunteer
0
OBSERVED DENSITY
TOTAL PLANTED
11
(PLANTED SPECIES
440
SPECIES
PER ACRE)
OBSERVED DENSITY
TOTALACCEPTABLE
1
(ACCEPTABLE
VOLUNTEERS
VOLUNTEER SPECIES
40
PER ACRE)
TOTAL
UNACCEPTABLE
25
SINGLE VOLUNTEER
No
VOLUNTEERS
>50% OF TOTAL (Y/N)
TOTAL INDIVIDUALS
37
OBSERVED DENSITY
480
(PER ACRE)

BACHELORS DELIGHT STREAM AND WETLAND MITIGATION BANK
ANNUAL MONITORING DATA SHEET - VEGETATION PLOTS
Notes: All NCSU plots are CVS (100 m2)
PLOT NUMBER BDN-NR-LL 4
SPECIES
STRATUM
T SA or SH
Number of Individuals
HEIGHT
Planted vs. Volunteer
Species
Number of Individuals
Counted toward
Success Criteria
Long Leaf Pine
T
3
3 ft
Planted
3
Long Leaf Pine
T
1
6 ft
Planted
1
Loblolly Bay
SH
9
1 ft
Volunteer
9
Loblolly Bay
SH
2
2 ft
Volunteer
2
Loblolly Bay
SH
1
7 ft
Volunteer
1
Loblolly Bay
SH
1
20 ft
Volunteer
1
Sweet Bay
SH
1
lift
Volunteer
1
Wax Myrtle
SH
2
6 ft
Volunteer
2
Groundsel Tree
SH
2
3 ft
Volunteer
0
Groundsel Tree
SH
1
6 ft
Volunteer
0
Red Maple
T
1
5 ft
Volunteer
0
Black Cherry
T
1
14 ft
Volunteer
0
Loblolly Pine
T
1
3 ft
Volunteer
0
Loblolly Pine
T
1
4 ft
Volunteer
0
Loblolly Pine
T
2
5 ft
Volunteer
0
Loblolly Pine
T
2
6 ft
Volunteer
0
Loblolly Pine
T
1
7 ft
Volunteer
0
Loblolly Pine
T
3
8 ft
Volunteer
0
Loblolly Pine
T
2
9 ft
Volunteer
0
Loblolly Pine
T
10
loft
Volunteer
0
Loblolly Pine
T
3
11 ft
Volunteer
0
TOTAL PLANTED
SPECIES
4
OBSERVED DENSITY
(PLANTED SPECIES
PER ACRE)
160
TOTAL ACCEPTABLE
VOLUNTEERS
16
OBSERVED DENSITY
(ACCEPTABLE
VOLUNTEER SPECIES
PER ACRE)
640
TOTAL
UNACCEPTABLE
VOLUNTEERS
30
SINGLE VOLUNTEER
>50% OF TOTAL (YIN)
No
TOTAL INDIVIDUALS
50
OBSERVED DENSITY
(PER ACRE)
800

BACHELORS DELIGHT STREAM AND WETLAND MITIGATION BANK
ANNUAL MONITORING DATA SHEET - VEGETATION PLOTS
Notes: All NCSU plots are CVS (100 m2)
PLOT NUMBER BDN-NR-LL 5
SPECIES
STRATUM
Number of Individuals
HEIGHT
Planted vs. VolunteerNumber
of Individuals
Species
Counted toward
Success Criteria
T, SA, or SH
Long Leaf Pine
T
1
3 ft
Planted
1
Long Leaf Pine
T
3
6 ft
Planted
3
Long Leaf Pine
T
2
9 ft
Planted
2
Loblolly Pine
T
1
1 ft
Volunteer
0
Loblolly Pine
T
1
3ft
Volunteer
0
Loblolly Pine
T
1
4 ft
Volunteer
0
Loblolly Pine
T
1
5 ft
Volunteer
0
OBSERVED DENSITY
TOTAL PLANTED
SPECIES
6
(PLANTED SPECIES
240
PER ACRE)
OBSERVED DENSITY
TOTAL ACCEPTABLE
(ACCEPTABLE
VOLUNTEERS
0
VOLUNTEER SPECIES
0
PER ACRE)
TOTAL
SINGLE VOLUNTEER
UNACCEPTABLE
4
>50% OF TOTAL (Y/N)
No
VOLUNTEERS
OBSERVED DENSITY
TOTAL INDIVIDUALS
10
(PER ACRE)
240

BACHELORS DELIGHT STREAM AND WETLAND MITIGATION BANK
ANNUAL MONITORING DATA SHEET - VEGETATION PLOTS
Notes: All NCSU plots are CVS (100 m2)
PLOT NUMBER BDS-NR-LL 1
SPECIES
STRATUM
Number of Individuals
HEIGHT
Planted vs. VolunteerNumber
of Individuals
Species
Counted toward
Success Criteria
T, SA, or SH
Long Leaf Pine
T
1
12 ft
Planted
1
Long Leaf Pine
T
1
15 ft
Planted
1
Groundsel Tree
SH
1
4 ft
Volunteer
0
OBSERVED DENSITY
TOTAL PLANTED
2
(PLANTED SPECIES
80
SPECIES
PER ACRE)
OBSERVED DENSITY
TOTAL ACCEPTABLE
(ACCEPTABLE
0
0
VOLUNTEERS
VOLUNTEER SPECIES
PER ACRE)
TOTAL
SINGLE VOLUNTEER
UNACCEPTABLE
1
No
>50% OF TOTAL (Y/N)
VOLUNTEERS
OBSERVED DENSITY
TOTAL INDIVIDUALS
3
80
(PER ACRE)

BACHELORS DELIGHT STREAM AND WETLAND MITIGATION BANK
ANNUAL MONITORING DATA SHEET - VEGETATION PLOTS
Notes: All NCSU plots are CVS (100 m2)
PLOT NUMBER BDN-NR-AWCBAY 1
SPECIES
STRATUM
T, SA, or SH
Number of Individuals
HEIGHT
Planted vs. Volunteer
Species
Number of Individuals
Counted toward
Success Criteria
Atlantic White Cedar
T
1
3 ft
Planted
1
Atlantic White Cedar
T
2
5 ft
Planted
2
Atlantic White Cedar
T
3
6ft
Planted
3
Atlantic White Cedar
T
1
7ft
Planted
1
Atlantic White Cedar
T
1
9 ft
Planted
1
Atlantic White Cedar
T
1
loft
Planted
1
Atlantic White Cedar
T
4
lift
Planted
4
Sweet Bay
SH
1
2 ft
Planted
1
Wax Myrtle
SH
1
2 ft
Volunteer
1
Wax Myrtle
SH
1
3ft
Volunteer
1
Wax Myrtle
SH
3
4 ft
Volunteer
3
Wax Myrtle
SH
1
6ft
Volunteer
1
Loblolly Pine
T
2
2 ft
Volunteer
0
Loblolly Pine
T
3
4 ft
Volunteer
0
Loblolly Pine
T
1
6ft
Volunteer
0
Loblolly Pine
T
1
7ft
Volunteer
0
Loblolly Pine
T
1
8ft
Volunteer
0
Loblolly Pine
T
1
loft
Volunteer
0
Loblolly Pine
T
2
12 ft
Volunteer
0
Loblolly Pine
T
2
15 ft
Volunteer
0
Loblolly Pine
T
1
17 ft
Volunteer
0
Groundsel Tree
SH
1
8ft
Volunteer
0
TOTAL PLANTED
SPECIES
20
OBSERVED DENSITY
(PLANTED SPECIES
PER ACRE)
800
TOTAL ACCEPTABLE
VOLUNTEERS
1
OBSERVED DENSITY
(ACCEPTABLE
VOLUNTEER SPECIES
PER ACRE)
40
TOTAL
UNACCEPTABLE
VOLUNTEERS
15
SINGLE VOLUNTEER
>50% OF TOTAL (YIN)
No
TOTAL INDIVIDUALS
36
OBSERVED DENSITY
(PER ACRE)
840

BACHELORS DELIGHT STREAM AND WETLAND MITIGATION BANK
ANNUAL MONITORING DATA SHEET - VEGETATION PLOTS
Notes: All NCSU plots are CVS (100 m2)
PLOT NUMBER BDN-NR-AWC-1
SPECIES
STRATUM
Number of Individuals
HEIGHT
Planted vs. VolunteerNumber
of Individuals
Species
Counted toward
Success Criteria
T, SA, or SH
Atlantic White Cedar
T
1
7 ft
Planted
1
Atlantic White Cedar
T
2
loft
Planted
2
Atlantic White Cedar
T
1
lift
Planted
1
Atlantic White Cedar
T
3
13 ft
Planted
3
Atlantic White Cedar
T
3
15 ft
Planted
3
Atlantic White Cedar
T
1
18 ft
Planted
1
Highbush Blueberry
SH
1
3 ft
Volunteer
1
Loblolly Pine
T
2
3 ft
Volunteer
0
Loblolly Pine
T
6
4 ft
Volunteer
0
OBSERVED DENSITY
TOTAL PLANTED
11
(PLANTED SPECIES
440
SPECIES
PER ACRE)
OBSERVED DENSITY
TOTALACCEPTABLE
(ACCEPTABLE
1
40
VOLUNTEERS
VOLUNTEER SPECIES
PER ACRE)
TOTAL
SINGLE VOLUNTEER
UNACCEPTABLE
8
No
>50% OF TOTAL (Y/N)
VOLUNTEERS
OBSERVED DENSITY
TOTAL INDIVIDUALS
20
480
(PER ACRE)

BACHELORS DELIGHT STREAM AND WETLAND MITIGATION BANK
ANNUAL MONITORING DATA SHEET - VEGETATION PLOTS
Notes: All NCSU plots are CVS (100 m2)
PLOT NUMBER BDN-NR-AWC-2
SPECIES
STRATUM
T, SA, or SH
Number of Individuals
HEIGHT
Planted vs. Volunteer
Species
Number of Individuals
Counted toward
Success Criteria
Atlantic White Cedar
T
1
4 ft
Planted
1
Atlantic White Cedar
T
1
5ft
Planted
1
Atlantic White Cedar
T
2
9 ft
Planted
2
Atlantic White Cedar
T
6
loft
Planted
6
Atlantic White Cedar
T
2
lift
Planted
2
Atlantic White Cedar
T
1
13 ft
Planted
1
Black Gum
T
1
3ft
Planted
1
Red Bay
T
1
4ft
Volunteer
1
Loblolly Pine
T
1
4ft
Volunteer
0
Loblolly Pine
T
2
5ft
Volunteer
0
Loblolly Pine
T
6
6ft
Volunteer
0
Loblolly Pine
T
2
7 ft
Volunteer
0
Loblolly Pine
T
2
8 ft
Volunteer
0
Loblolly Pine
T
1
13 ft
Volunteer
0
Loblolly Pine
T
1
18 ft
Volunteer
0
Loblolly Pine
T
1
20 ft
Volunteer
0
Red Maple
T
15
1 ft
Volunteer
0
Red Maple
T
20
2 ft
Volunteer
0
Red Maple
T
12
3ft
Volunteer
0
Groundsel Tree
SH
2
4ft
Volunteer
0
Groundsel Tree
SH
1
5ft
Volunteer
0
Groundsel Tree
SH
2
6ft
Volunteer
0
TOTAL PLANTED
SPECIES
12
OBSERVED DENSITY
(PLANTED SPECIES
PER ACRE)
480
TOTAL ACCEPTABLE
VOLUNTEERS
1
OBSERVED DENSITY
(ACCEPTABLE
VOLUNTEER SPECIES
PER ACRE)
40
TOTAL
UNACCEPTABLE
VOLUNTEERS
68
SINGLE VOLUNTEER
>50% OF TOTAL (YIN)
Yes
TOTAL INDIVIDUALS
81
OBSERVED DENSITY
(PER ACRE)
520

BACHELORS DELIGHT STREAM AND WETLAND MITIGATION BANK
ANNUAL MONITORING DATA SHEET - VEGETATION PLOTS
Notes: All NCSU plots are CVS (100 m2)
PLOT NUMBER BDN-NR-AWC-3
SPECIES
STRATUM
T, SA, or SH
Number of Individuals
HEIGHT
Planted vs. Volunteer
Species
Number of Individuals
Counted toward
Success Criteria
Atlantic White Cedar
T
1
8 ft
Planted
1
Atlantic White Cedar
T
2
loft
Planted
2
Atlantic White Cedar
T
3
12 ft
Planted
3
Atlantic White Cedar
T
2
13 ft
Planted
2
Atlantic White Cedar
T
4
14 ft
Planted
4
Atlantic White Cedar
T
1
16 ft
Planted
1
Atlantic White Cedar
T
1
18 ft
Planted
1
Red Bay
SH
1
2 ft
Volunteer
1
Wax Myrtle
SH
1
7 ft
Volunteer
1
Wax Myrtle
SH
2
8ft
Volunteer
2
Wax Myrtle
SH
1
loft
Volunteer
1
Wax Myrtle
SH
1
12 ft
Volunteer
1
Inkberry
SH
2
2 ft
Volunteer
2
Inkberry
SH
1
3 ft
Volunteer
1
Red Cedar
T
1
4 ft
Volunteer
0
Black Willow
T
1
3 ft
Volunteer
0
Black Willow
T
2
6 ft
Volunteer
0
Red Maple
T
5
1 ft
Volunteer
0
Red Maple
T
5
2 ft
Volunteer
0
Red Maple
T
28
3 ft
Volunteer
0
Red Maple
T
4
4 ft
Volunteer
0
Loblolly Pine
T
1
6 ft
Volunteer
0
Loblolly Pine
T
1
8 ft
Volunteer
0
Loblolly Pine
T
1
9 ft
Volunteer
0
Loblolly Pine
T
1
loft
Volunteer
0
Loblolly Pine
T
2
12 ft
Volunteer
0
Loblolly Pine
T
3
15 ft
Volunteer
0
Loblolly Pine
T
1
18 ft
Volunteer
0
Loblolly Pine
T
2
20 ft
Volunteer
0
Groundsel Tree
SH
1
3 ft
Volunteer
0
Groundsel Tree
SH
2
4 ft
Volunteer
0
Groundsel Tree
SH
3
6 ft
Volunteer
0
Groundsel Tree
SH
2
7 ft
Volunteer
0
Groundsel Tree
SH
4
8 ft
Volunteer
0
Groundsel Tree
SH
2
9 ft
Volunteer
0
TOTAL PLANTED
SPECIES
14
OBSERVED DENSITY
(PLANTED SPECIES
PERACRE)
560
TOTAL ACCEPTABLE
VOLUNTEERS
9
OBSERVED DENSITY
(ACCEPTABLE
VOLUNTEER SPECIES
PERACRE)
360
TOTAL
UNACCEPTABLE
VOLUNTEERS
72
SINGLE VOLUNTEER
>50% OF TOTAL (YIN)
No
TOTAL INDIVIDUALS
95
OBSERVED DENSITY
(PERACRE)
920

BACHELORS DELIGHT STREAM AND WETLAND MITIGATION BANK
ANNUAL MONITORING DATA SHEET - VEGETATION PLOTS
Notes: All NCSU plots are CVS (100 m2)
PLOT NUMBER BDS-NR-AWC 1
SPECIES
STRATUM
Number of Individuals
HEIGHT
Planted vs. VolunteerNumber
of Individuals
Species
Counted toward
Success Criteria
T, SA, or SH
Atlantic White Cedar
T
1
2 ft
Planted
1
Atlantic White Cedar
T
1
3 ft
Planted
1
Atlantic White Cedar
T
1
4ft
Planted
1
Atlantic White Cedar
T
1
6ft
Planted
1
Atlantic White Cedar
T
2
7ft
Planted
2
Atlantic White Cedar
T
1
8ft
Planted
1
Atlantic White Cedar
T
1
9 ft
Planted
1
Atlantic White Cedar
T
1
loft
Planted
1
Atlantic White Cedar
T
1
11 ft
Planted
1
Black Gum
T
1
3ft
Planted
1
American Titi
SH
1
2ft
Volunteer
1
American Titi
SH
1
3ft
Volunteer
1
Wax Myrtle
SH
1
6ft
Volunteer
1
Wax Myrtle
SH
1
8ft
Volunteer
1
Loblolly Pine
T
9
3ft
Volunteer
0
Loblolly Pine
T
2
4ft
Volunteer
0
Loblolly Pine
T
1
5 ft
Volunteer
0
Groundsel Tree
SH
1
7ft
Volunteer
0
Groundsel Tree
SH
1
8ft
Volunteer
0
OBSERVED DENSITY
TOTAL PLANTED
11
(PLANTED SPECIES
440
SPECIES
PER ACRE)
OBSERVED DENSITY
TOTAL ACCEPTABLE
(ACCEPTABLE
4
160
VOLUNTEERS
VOLUNTEER SPECIES
PER ACRE)
TOTAL
SINGLE VOLUNTEER
UNACCEPTABLE
14
No
>50% OF TOTAL (Y/N)
VOLUNTEERS
OBSERVED DENSITY
TOTAL INDIVIDUALS
29
600
(PER ACRE)

BACHELORS DELIGHT STREAM AND WETLAND MITIGATION BANK
ANNUAL MONITORING DATA SHEET - VEGETATION PLOTS
Notes: All NCSU plots are CVS (100 m2)
PLOT NUMBER BD-NR-CYPGUM 1
SPECIES
STRATUM
T SA or SH
Number of Individuals
HEIGHT
Planted vs. Volunteer
Species
Number of Individuals
Counted toward
Success Criteria
Bald Cypress
T
3
4 ft
Planted
3
Bald Cypress
T
1
5 ft
Planted
1
Bald Cypress
T
1
7 ft
Planted
1
Bald Cypress
T
3
8 ft
Planted
3
Bald Cypress
T
1
12 ft
Planted
1
Atlantic White Cedar
T
1
6 ft
Planted
1
Atlantic White Cedar
T
3
9 ft
Planted
3
Atlantic White Cedar
T
1
loft
Planted
1
Atlantic White Cedar
T
1
lift
Planted
1
Atlantic White Cedar
T
1
12 ft
Planted
1
Atlantic White Cedar
T
2
15 ft
Planted
2
Swamp Black Gum
T
2
2 ft
Planted
2
Swamp Black Gum
T
1
3 ft
Planted
1
Red Maple
T
10
1 ft
Volunteer
0
Red Maple
T
29
2 ft
Volunteer
0
Red Maple
T
13
3 ft
Volunteer
0
Red Maple
T
6
4 ft
Volunteer
0
Red Maple
T
5
5 ft
Volunteer
0
Red Maple
T
2
6 ft
Volunteer
0
Loblolly Pine
T
6
4 ft
Volunteer
0
Loblolly Pine
T
1
6 ft
Volunteer
0
TOTAL PLANTED
SPECIES
21
OBSERVED DENSITY
(PLANTED SPECIES
PER ACRE)
840
TOTAL ACCEPTABLE
VOLUNTEERS
0
OBSERVED DENSITY
(ACCEPTABLE
VOLUNTEER SPECIES
PER ACRE)
0
TOTAL
UNACCEPTABLE
VOLUNTEERS
72
SINGLE VOLUNTEER
>50% OF TOTAL (YIN)
No
TOTAL INDIVIDUALS
93
OBSERVED DENSITY
(PER ACRE)
840

BACHELORS DELIGHT STREAM AND WETLAND MITIGATION BANK
ANNUAL MONITORING DATA SHEET - VEGETATION PLOTS
Notes: All NCSU plots are CVS (100 m2)
PLOT NUMBER BD -NR -OAK 1
SPECIES
STRATUM
Number of Individuals
HEIGHT
Planted vs. VolunteerNumber
of Individuals
Species
Counted toward
Success Criteria
T, SA, or SH
Laurel Oak
T
1
1 ft
Planted
1
Laurel Oak
T
1
3 ft
Planted
1
Laurel Oak
T
1
7 ft
Planted
1
Laurel Oak
T
1
8 ft
Planted
1
Swamp Chestnut Oak
T
3
4 ft
Planted
3
Swamp Chestnut Oak
T
1
5ft
Planted
1
Swamp Chestnut Oak
T
1
6 ft
Planted
1
Black Gum
T
2
1 ft
Volunteer
2
Red Bay
T
1
1 ft
Volunteer
1
Titi
SH
1
1 ft
Volunteer
1
Loblolly Pine
T
6
3ft
Volunteer
0
Loblolly Pine
T
1
5ft
Volunteer
0
Red Cedar
T
1
3 ft
Volunteer
0
Red Maple
T
1
2 ft
Volunteer
0
Chinese Privet
SH
1
3 ft
Volunteer
0
Groundsel Tree
SH
1
3 ft
Volunteer
0
Groundsel Tree
SH
2
4 ft
Volunteer
0
Groundsel Tree
SH
1
5 ft
Volunteer
0
Groundsel Tree
SH
1
6 ft
Volunteer
0
Groundsel Tree
SH
1
8 ft
Volunteer
0
OBSERVED DENSITY
TOTAL PLANTED
9
(PLANTED SPECIES
360
SPECIES
PER ACRE)
OBSERVED DENSITY
TOTALACCEPTABLE
(ACCEPTABLE
4
160
VOLUNTEERS
VOLUNTEER SPECIES
PER ACRE)
TOTAL
SINGLE VOLUNTEER
UNACCEPTABLE
16
No
>50% OF TOTAL (Y/N)
VOLUNTEERS
OBSERVED DENSITY
TOTAL INDIVIDUALS
29
520
(PER ACRE)

BACHELORS DELIGHT STREAM AND WETLAND MITIGATION BANK
ANNUAL MONITORING DATA SHEET - VEGETATION PLOTS
Notes: All NCSU plots are CVS (100 m2)
PLOT NUMBER BD -NR -OAK 2
SPECIES
STRATUM
Number of Individuals
HEIGHT
Planted vs. VolunteerNumber
of Individuals
Species
Counted toward
Success Criteria
T, SA, or SH
Swamp Chestnut Oak
T
1
1 ft
Planted
1
Swamp Chestnut Oak
T
2
3 ft
Planted
2
Swamp Chestnut Oak
T
2
4 ft
Planted
2
Swamp Chestnut Oak
T
1
5ft
Planted
1
Swamp Chestnut Oak
T
1
9 ft
Planted
1
Black Gum
T
1
1 ft
Volunteer
1
Groundsel Tree
SH
2
5ft
Volunteer
0
Groundsel Tree
SH
1
6 ft
Volunteer
0
Groundsel Tree
SH
1
7 ft
Volunteer
0
Groundsel Tree
SH
1
8 ft
Volunteer
0
Sweet Gum
T
1
5ft
Volunteer
0
Red Maple
T
8
1 ft
Volunteer
0
Red Maple
T
6
2ft
Volunteer
0
Loblolly Pine
T
10
2ft
Volunteer
0
Loblolly Pine
T
10
3ft
Volunteer
0
Loblolly Pine
T
16
5ft
Volunteer
0
Loblolly Pine
T
4
6 ft
Volunteer
0
OBSERVED DENSITY
TOTAL PLANTED
7
(PLANTED SPECIES
280
SPECIES
PER ACRE)
OBSERVED DENSITY
TOTALACCEPTABLE
(ACCEPTABLE
t
40
VOLUNTEERS
VOLUNTEER SPECIES
PER ACRE)
TOTAL
SINGLE VOLUNTEER
UNACCEPTABLE
60
Yes
>50% OF TOTAL (Y/N)
VOLUNTEERS
OBSERVED DENSITY
TOTAL INDIVIDUALS
68
320
(PER ACRE)

BACHELORS DELIGHT STREAM AND WETLAND MITIGATION BANK
ANNUAL MONITORING DATA SHEET - VEGETATION PLOTS
Notes: All LMG plots are 0.10 Acres
PLOT NUMBER RI
SPECIES
STRATUM
SA or SH
Number of Individuals
HEIGHT
Planted vs. Volunteer Number of Individuals
Species Counted toward
Success Criteria
Bald Cypress
T
2
3 ft
Planted
2
Bald Cypress
T
2
4 ft
Planted
2
Bald Cypress
T
2
5 ft
Planted
2
Bald Cypress
T
2
Eft
Planted
2
Bald Cypress
T
4
7ft
Planted
4
Bald Cypress
T
3
8ft
Planted
3
Bald Cypress
T
3
9ft
Planted
3
Bald Cypress
T
2
loft
Planted
2
Bald Cypress
T
1
lift
Planted
1
Bald Cypress
T
1
13 it
Planted
1
Bald Cypress
T
1
14 it
Planted
1
Swamp Black Gum
T
2
2ft
Planted
2
Swamp Black Gum
T
7
3ft
Planted
7
Swamp Black Gum
T
2
4ft
Planted
2
Sweet Pepperbush
SH
2
3ft
Volunteer
2
Sweet Pepperbush
SH
2
4ft
Volunteer
2
Coastal Doghobble
SH
3
3ft
Volunteer
3
Galberry
SH
1
3ft
Volunteer
1
Galberry
SH
1
6 ft
Volunteer
1
Highbush Blueberry
SH
1
3ft
Volunteer
1
Wax Myrtle
SH
2
2ft
Volunteer
2
Wax Myrtle
SH
4
3ft
Volunteer
4
Wax Myrtle
SH
4
4ft
Volunteer
4
Wax Myrtle
SH
7
5ft
Volunteer
7
Wax Myrtle
SH
4
6 ft
Volunteer
4
Wax Myrtle
SH
1
7ft
Volunteer
1
Sweet Gum
T
1
2ft
Volunteer
0
Sweet Gum
T
2
3ft
Volunteer
0
Sweet Gum
T
4
4ft
Volunteer
0
Sweet Gum
T
5
5ft
Volunteer
0
Sweet Gum
T
11
6 ft
Volunteer
0
Sweet Gum
T
7
7ft
Volunteer
0
Sweet Gum
T
3
9ft
Volunteer
0
Sweet Gum
T
9
loft
Volunteer
0
Sweet Gum
T
3
12 it
Volunteer
0
Loblolly Pine
T
5
2ft
Volunteer
0
Loblolly Pine
T
11
4ft
Volunteer
0
Loblolly Pine
T
14
6 ft
Volunteer
0
Loblolly Pine
T
3
7ft
Volunteer
0
Loblolly Pine
T
8
8ft
Volunteer
0
Loblolly Pine
T
8
loft
Volunteer
0
Loblolly Pine
T
6
lift
Volunteer
0
Loblolly Pine
T
3
12 it
Volunteer
0
Loblolly Pine
T
7
14 it
Volunteer
0
Groundsel Tree
SH
1
5ft
Volunteer
0
TOTAL PLANTED
SPECIES
34
OBSERVED DENSITY
(PLANTED SPECIES
PER ACRE)
340
TOTALACCEPTABLE
VOLUNTEERS
32
OBSERVED DENSITY
(ACCEPTABLE
VOLUNTEER SPECIES
PER ACRE)
320
TOTAL
UNACCEPTABLE
VOLUNTEERS
111
SINGLE VOLUNTEER
>50% OF TOTAL(YIN)
No
TOTAL INDIVIDUALS
177
OBSERVED DENSITY
(PER ACRE)
660

BACHELORS DELIGHT STREAM AND WETLAND MITIGATION BANK
ANNUAL MONITORING DATA SHEET - VEGETATION PLOTS
Notes: All LMG plots are 0.10 Acres
PLOT NUMBER R2
SPECIES
STRATUM
T SA or SH
Number of Individuals
HEIGHT
Planted vs. Volunteer
Species
Number of Individuals
Counted toward
Success Criteria
Bald Cypress
T
1
3 ft
Planted
1
Bald Cypress
T
1
4 ft
Planted
1
Bald Cypress
T
3
5 ft
Planted
3
Bald Cypress
T
5
6 ft
Planted
5
Bald Cypress
T
7
7 ft
Planted
7
Bald Cypress
T
7
8 ft
Planted
7
Bald Cypress
T
5
9 ft
Planted
5
Bald Cypress
T
7
loft
Planted
7
Bald Cypress
T
1
lift
Planted
1
Bald Cypress
T
4
12 ft
Planted
4
Bald Cypress
T
1
13 ft
Planted
1
Swamp Black Gum
T
1
1 ft
Planted
1
Swamp Black Gum
T
3
2ft
Planted
3
Swamp Black Gum
T
2
3ft
Planted
2
Swamp Black Gum
T
1
4ft
Planted
1
Coastal Dog Hobble
SH
20
4ft
Volunteer
20
Coastal Dog Hobble
SH
20
5 ft
Volunteer
20
Highbush Blueberry
SH
1
3ft
Volunteer
1
Fetterbush
SH
15
4ft
Volunteer
15
Fetterbush
SH
15
5 ft
Volunteer
15
Red Bay
SH
25
2ft
Volunteer
25
Red Bay
SH
15
4ft
Volunteer
15
Red Bay
SH
8
6 ft
Volunteer
8
Sweet Bay
T
1
20 ft
Volunteer
1
Sweet Bay
T
1
40 ft
Volunteer
1
Sweet Gum
T
1
3ft
Volunteer
0
Sweet Gum
T
1
14 ft
Volunteer
0
TOTAL PLANTED
SPECIES
49
OBSERVED DENSITY
(PLANTED SPECIES
PER ACRE)
490
TOTAL ACCEPTABLE
VOLUNTEERS
121
OBSERVED DENSITY
(ACCEPTABLE
VOLUNTEER SPECIES
PER ACRE)
1210
TOTAL
UNACCEPTABLE
VOLUNTEERS
2
SINGLE VOLUNTEER
>50% OF TOTAL (YIN)
No
TOTAL INDIVIDUALS
172
OBSERVED DENSITY
(PER ACRE)
1700

BACHELORS DELIGHT STREAM AND WETLAND MITIGATION BANK
ANNUAL MONITORING DATA SHEET - VEGETATION PLOTS
Notes. All LMG plots are 0. f 0 Acres
PLOT NUMBER R3
SPECIES
STRATUM
SA or SH
Number of Individuals
HEIGHT
Planted vs. Volunteer Number of Individuals
Species Counted toward
Success Criteria
Bald Cypress
T
1
1 ft
Planted
1
Bald Cypress
T
6
3ft
Planted
6
Bald Cypress
T
6
4ft
Planted
6
Bald Cypress
T
4
5ft
Planted
4
Bald Cypress
T
8
Eft
Planted
8
Bald Cypress
T
4
7ft
Planted
4
Bald Cypress
T
6
8 ft
Planted
6
Bald Cypress
T
1
9ft
Planted
1
Bald Cypress
T
2
loft
Planted
2
Bald Cypress
T
2
lift
Planted
2
Bald Cypress
T
1
12 ft
Planted
1
Swamp Black Gum
T
4
2ft
Planted
4
Swamp Black Gum
T
2
3ft
Planted
2
Swamp Black Gum
T
2
4ft
Planted
2
Swamp Black Gum
T
1
7ft
Planted
1
Swamp Black Gum
T
1
9ft
Planted
1
Sweet Pepperbush
SH
60
3ft
Volunteer
60
Sweet Pepperbush
SH
59
4ft
Volunteer
59
Coastal Dog Hobble
SH
11
3ft
Volunteer
11
Coastal Dog Hobble
SH
11
4ft
Volunteer
11
Highbush Blueberry
SH
1
2ft
Volunteer
1
Wax Myrtle
SH
1
3ft
Volunteer
1
Wax Myrtle
SH
1
4ft
Volunteer
1
Red Bay
SH
5
2ft
Volunteer
5
Red Bay
SH
5
4ft
Volunteer
5
Red Bay
SH
2
5ft
Volunteer
2
Red Bay
SH
1
7ft
Volunteer
1
Red Bay
SH
1
loft
Volunteer
1
Loblolly Pine
T
40
3ft
Volunteer
0
Loblolly Pine
T
35
5ft
Volunteer
0
Loblolly Pine
T
8
7ft
Volunteer
0
Loblolly Pine
T
2
9ft
Volunteer
0
Sweet Gum
T
45
3ft
Volunteer
0
Sweet Gum
T
7
Eft
Volunteer
0
Sweet Gum
T
3
9ft
Volunteer
0
Sweet Gum
T
1
12 ft
Volunteer
0
Red Maple
T
25
3ft
Volunteer
0
Horse Sugar
T
1
4ft
Volunteer
0
Groundsel Tree
SH
1
4ft
Volunteer
0
Groundsel Tree
SH
1
5ft
Volunteer
0
Groundsel Tree
SH
1
9ft
Volunteer
0
Groundsel Tree
SH
1
12 ft
Volunteer
0
TOTAL PLANTED
SPECIES
51
OBSERVED DENSITY
(PLANTED SPECIES
PER ACRE)
510
TOTALACCEPTABLE
VOLUNTEERS
158
OBSERVED DENSITY
(ACCEPTABLE
VOLUNTEER SPECIES
PER ACRE)
1580
TOTAL
UNACCEPTABLE
VOLUNTEERS
171
SINGLE VOLUNTEER
>50% OFTOTAL (Y/N)
No
TOTAL INDIVIDUALS
380
OBSERVED DENSITY
(PER ACRE)
2090

BACHELORS DELIGHT STREAM AND WETLAND MITIGATION BANK
ANNUAL MONITORING DATA SHEET - VEGETATION PLOTS
Notes: All LMG plots are 0.10 Acres
PLOT NUMBER R4
SPECIES
STRATUM
Number of Individuals
HEIGHT
Planted vs. VolunteerNumber
of Individuals
Species
Counted toward
Success Criteria
T, SA, or SH
Bald Cypress
T
10
3 ft
Planted
10
Bald Cypress
T
11
4 ft
Planted
11
Bald Cypress
T
7
5ft
Planted
7
Bald Cypress
T
2
7ft
Planted
2
Swamp Black Gum
T
7
1 ft
Planted
7
Swamp Black Gum
T
9
2ft
Planted
9
Swamp Black Gum
T
1
3ft
Planted
1
Sweet Pepperbush
SH
5
1 ft
Volunteer
5
Sweet Pepperbush
SH
8
2ft
Volunteer
8
Highbush Blueberry
SH
1
2ft
Volunteer
1
Highbush Blueberry
SH
1
3ft
Volunteer
1
Wax Myrtle
SH
1
4 ft
Volunteer
1
Red Maple
T
8
2ft
Volunteer
0
Loblolly Pine
T
25
1 ft
Volunteer
0
Loblolly Pine
T
29
2ft
Volunteer
0
Loblolly Pine
T
14
3ft
Volunteer
0
Loblolly Pine
T
1
4 ft
Volunteer
0
Loblolly Pine
T
2
5ft
Volunteer
0
Loblolly Pine
T
9
6 ft
Volunteer
0
Loblolly Pine
T
1
7ft
Volunteer
0
OBSERVED DENSITY
TOTAL PLANTED
47
(PLANTED SPECIES
470
SPECIES
PER ACRE)
OBSERVED DENSITY
TOTALACCEPTABLE
16
(ACCEPTABLE
160
VOLUNTEERS
VOLUNTEER SPECIES
PER ACRE)
TOTAL
UNACCEPTABLE
89
SINGLE VOLUNTEER
Yes
>50% OF TOTAL (Y/N)
VOLUNTEERS
TOTAL INDIVIDUALS
152
OBSERVED DENSITY
630
(PER ACRE)

BACHELORS DELIGHT STREAM AND WETLAND MITIGATION BANK
ANNUAL MONITORING DATA SHEET - VEGETATION PLOTS
Notes: All LMG plots are 0.10 Acres
PLOT NUMBER HFI
SPECIES
STRATUM
T SA or SH
Number of Individuals
HEIGHT
Planted vs. Volunteer
Species
Number of Individuals
Counted toward
Success Criteria
Swamp Chestnut Oak
T
2
2ft
Planted
2
Swamp Chestnut Oak
T
4
3ft
Planted
4
Swamp Chestnut Oak
T
5
4ft
Planted
5
Swamp Chestnut Oak
T
3
5 ft
Planted
3
Swamp Chestnut Oak
T
5
6 ft
Planted
5
Swamp Chestnut Oak
T
2
7 ft
Planted
2
Swamp Chestnut Oak
T
2
8 ft
Planted
2
Swamp Chestnut Oak
T
1
9 ft
Planted
1
Laurel Oak
T
1
1 ft
Planted
1
Laurel Oak
T
1
2ft
Planted
1
Laurel Oak
T
2
3ft
Planted
2
Laurel Oak
T
1
4ft
Planted
1
Swamp Black Gum
T
1
2ft
Planted
1
Swamp Black Gum
T
1
3ft
Planted
1
Red Bay
T
1
2ft
Volunteer
1
Red Bay
T
1
3ft
Volunteer
1
Highbush Blueberry
SH
1
3ft
Volunteer
1
Sweet Bay
SH
1
2ft
Volunteer
1
Wax Myrtle
SH
1
4ft
Volunteer
1
American Holly
SH
1
2ft
Volunteer
1
Loblolly Pine
T
20
3ft
Volunteer
0
Loblolly Pine
T
10
4ft
Volunteer
0
Loblolly Pine
T
3
Eft
Volunteer
0
Loblolly Pine
T
1
loft
Volunteer
0
Red Maple
T
40
2ft
Volunteer
0
Red Maple
T
20
3ft
Volunteer
0
Sweet Gum
T
1
3ft
Volunteer
0
Groundsel Tree
SH
1
6 ft
Volunteer
0
Groundsel Tree
SH
1
8 ft
Volunteer
0
TOTAL PLANTED
SPECIES
31
OBSERVED DENSITY
(PLANTED SPECIES
PER ACRE)
310
TOTAL ACCEPTABLE
VOLUNTEERS
6
OBSERVED DENSITY
(ACCEPTABLE
VOLUNTEER SPECIES
PER ACRE)
60
TOTAL
UNACCEPTABLE
VOLUNTEERS
97
SINGLE VOLUNTEER
>50% OF TOTAL (YIN)
No
TOTAL INDIVIDUALS
134
OBSERVED DENSITY
(PER ACRE)
370

BACHELORS DELIGHT STREAM AND WETLAND MITIGATION BANK
ANNUAL MONITORING DATA SHEET - VEGETATION PLOTS
Notes. All LMG plots are 0.10 Acres
PLOT NUMBER HE2
SPECIES
STRATUM
SA or SH
Number of Individuals
HEIGHT
Planted vs. Volunteer Number of Individuals
Species Counted toward
Success Criteria
Atlantic White Cedar
T
1
3 ft
Planted
1
Atlantic White Cedar
T
2
4 ft
Planted
2
Atlantic White Cedar
T
4
5 ft
Planted
4
Atlantic White Cedar
T
3
6 ft
Planted
3
Atlantic White Cedar
T
4
7 ft
Planted
4
Atlantic White Cedar
T
7
9 ft
Planted
7
Atlantic White Cedar
T
3
loft
Planted
3
Atlantic White Cedar
T
6
11 ft
Planted
6
Atlantic White Cedar
T
7
12 ft
Planted
7
Atlantic White Cedar
T
3
13 ft
Planted
3
Atlantic White Cedar
T
3
14 ft
Planted
3
Atlantic White Cedar
T
3
15 ft
Planted
3
Atlantic White Cedar
T
1
16 ft
Planted
1
Red Bay
SH
2
2 ft
Volunteer
2
Red Bay
SH
2
3 ft
Volunteer
2
Red Bay
SH
2
4 ft
Volunteer
2
Wax Myrtle
SH
12
2 ft
Volunteer
12
Wax Myrtle
SH
8
3 ft
Volunteer
8
Wax Myrtle
SH
2
4 ft
Volunteer
2
Wax Myrtle
SH
3
5 ft
Volunteer
3
Wax Myrtle
SH
2
6 ft
Volunteer
2
Wax Myrtle
SH
3
7 ft
Volunteer
3
Wax Myrtle
SH
1
9 ft
Volunteer
1
Water Oak
T
1
11 ft
Volunteer
1
Loblolly Pine
T
12
3 ft
Volunteer
0
Loblolly Pine
T
6
4 ft
Volunteer
0
Loblolly Pine
T
2
5 ft
Volunteer
0
Loblolly Pine
T
3
6 ft
Volunteer
0
Loblolly Pine
T
1
7 ft
Volunteer
0
Black Willow
T
1
7 ft
Volunteer
0
Black Willow
T
1
11 ft
Volunteer
0
Red Maple
T
30
2 ft
Volunteer
0
Red Maple
T
20
3 ft
Volunteer
0
Red Maple
T
12
4 ft
Volunteer
0
Groundsel Tree
SH
20
2 ft
Volunteer
0
Groundsel Tree
SH
65
4 ft
Volunteer
0
Groundsel Tree
SH
25
6 ft
Volunteer
0
Groundsel Tree
SH
5
8 ft
Volunteer
0
TOTAL PLANTED
SPECIES
47
OBSERVED DENSITY
(PLANTED SPECIES
PER ACRE)
470
TOTAL ACCEPTABLE
VOLUNTEERS
38
OBSERVED DENSITY
(ACCEPTABLE
VOLUNTEER SPECIES
PER ACRE)
380
TOTAL
UNACCEPTABLE
VOLUNTEERS
203
SINGLE VOLUNTEER
>50% OFTOTAL (YIN)
Yes
TOTAL INDIVIDUALS
288
OBSERVED DENSITY
(PER ACRE)
850

BACHELORS DELIGHT STREAM AND WETLAND MITIGATION BANK
ANNUAL MONITORING DATA SHEET - VEGETATION PLOTS
Notes: All LMG plots are 0.10 Acres
PLOT NUMBER HF3
SPECIES
STRATUM
T, SA, or SH
Number of Individuals
HEIGHT
Planted vs. Volunteer
Species
Number of Individuals
Counted toward
Success Criteria
Atlantic White Cedar
T
1
7ft
Planted
1
Atlantic White Cedar
T
1
8ft
Planted
1
Atlantic White Cedar
T
2
9ft
Planted
2
Atlantic White Cedar
T
3
loft
Planted
3
Atlantic White Cedar
T
5
12 ft
Planted
5
Atlantic White Cedar
T
16
13 ft
Planted
16
Atlantic White Cedar
T
19
15 ft
Planted
19
Atlantic White Cedar
T
11
16 ft
Planted
11
Wax Myrtle
SH
1
2 ft
Volunteer
1
Wax Myrtle
SH
1
3 ft
Volunteer
1
Wax Myrtle
SH
10
4 ft
Volunteer
10
Wax Myrtle
SH
19
5ft
Volunteer
19
Wax Myrtle
SH
17
6ft
Volunteer
17
Wax Myrtle
SH
8
7ft
Volunteer
8
Wax Myrtle
SH
2
8ft
Volunteer
2
Wax Myrtle
SH
1
9ft
Volunteer
1
Red Bay
SH
1
4 ft
Volunteer
1
Red Maple
T
20
3 ft
Volunteer
0
Red Maple
T
10
4 ft
Volunteer
0
Red Maple
T
4
5ft
Volunteer
0
Loblolly Pine
T
20
5ft
Volunteer
0
Loblolly Pine
T
2
6ft
Volunteer
0
Loblolly Pine
T
6
7ft
Volunteer
0
Loblolly Pine
T
6
8ft
Volunteer
0
Loblolly Pine
T
10
9ft
Volunteer
0
Loblolly Pine
T
3
loft
Volunteer
0
Loblolly Pine
T
5
lift
Volunteer
0
Loblolly Pine
T
1
12 ft
Volunteer
0
Black Willow
T
1
5ft
Volunteer
0
Black Willow
T
1
7ft
Volunteer
0
Groundsel Tree
SH
15
3 ft
Volunteer
0
Groundsel Tree
SH
5
6ft
Volunteer
0
Groundsel Tree
SH
10
7ft
Volunteer
0
TOTAL PLANTED
SPECIES
58
OBSERVED DENSITY
(PLANTED SPECIES
PER ACRE)
580
TOTAL ACCEPTABLE
VOLUNTEERS
60
OBSERVED DENSITY
(ACCEPTABLE
VOLUNTEER SPECIES
PER ACRE)
600
TOTAL
UNACCEPTABLE
VOLUNTEERS
119
SINGLE VOLUNTEER
>50% OF TOTAL (YIN)
No
TOTAL INDIVIDUALS
237
OBSERVED DENSITY
(PER ACRE)
1180

BACHELORS DELIGHT STREAM AND WETLAND MITIGATION BANK
ANNUAL MONITORING DATA SHEET - VEGETATION PLOTS
Notes: All LMG plots are 0.10 Acres
PLOT NUMBER HF4
SPECIES
STRATUM
T SA or SH
Number of Individuals
HEIGHT
Planted vs. Volunteer
Species
Number of Individuals
Counted toward
Success Criteria
Long Leaf Pine
T
1
1 ft
Planted
1
Long Leaf Pine
T
3
2ft
Planted
3
Long Leaf Pine
T
4
3ft
Planted
4
Long Leaf Pine
T
3
4ft
Planted
3
Long Leaf Pine
T
3
5ft
Planted
3
Long Leaf Pine
T
6
7 ft
Planted
6
Long Leaf Pine
T
4
8ft
Planted
4
Long Leaf Pine
T
3
9ft
Planted
3
Long Leaf Pine
T
4
loft
Planted
4
Long Leaf Pine
T
3
lift
Planted
3
Long Leaf Pine
T
1
12 It
Planted
1
Long Leaf Pine
T
2
13 It
Planted
2
Long Leaf Pine
T
1
14 It
Planted
1
Long Leaf Pine
T
1
15 It
Planted
1
Swamp Black Gum
T
1
4ft
Planted
1
Atlantic White Cedar
T
1
9ft
Planted
1
Sweet Bay
SH
1
4ft
Volunteer
1
Red Bay
SH
1
2ft
Volunteer
1
Red Bay
SH
2
3ft
Volunteer
2
Red Bay
SH
2
4ft
Volunteer
2
Red Bay
SH
1
6ft
Volunteer
1
Loblolly Pine
T
1
2ft
Volunteer
0
Loblolly Pine
T
2
3ft
Volunteer
0
Loblolly Pine
T
5
4ft
Volunteer
0
Loblolly Pine
T
2
5ft
Volunteer
0
Loblolly Pine
T
5
6ft
Volunteer
0
Loblolly Pine
T
1
8ft
Volunteer
0
Loblolly Pine
T
1
9ft
Volunteer
0
Loblolly Pine
T
1
12 It
Volunteer
0
Groundsel Tree
SH
4
3ft
Volunteer
0
Groundsel Tree
SH
1
4ft
Volunteer
0
Groundsel Tree
SH
1
6ft
Volunteer
0
Groundsel Tree
SH
4
loft
Volunteer
0
Groundsel Tree
SH
1
lift
Volunteer
0
TOTAL PLANTED
SPECIES
41
OBSERVED DENSITY
(PLANTED SPECIES
PER ACRE)
410
TOTAL ACCEPTABLE
VOLUNTEERS
7
OBSERVED DENSITY
(ACCEPTABLE
VOLUNTEER SPECIES
PER ACRE)
70
TOTAL
UNACCEPTABLE
VOLUNTEERS
29
SINGLE VOLUNTEER
>50% OF TOTAL (YIN)
No
TOTAL INDIVIDUALS
77
OBSERVED DENSITY
(PER ACRE)
480

BACHELORS DELIGHT STREAM AND WETLAND MITIGATION BANK
ANNUAL MONITORING DATA SHEET - VEGETATION PLOTS
Notes: All LMG plots are 0.10 Acres
PLOT NUMBER HF5
SPECIES
STRATUM
Number of Individuals
HEIGHT
Planted vs. VolunteerNumber
of Individuals
Species
Counted toward
Success Criteria
T, SA, or SH
Bald Cypress
T
8
3 ft
Planted
8
Bald Cypress
T
23
4 ft
Planted
23
Bald Cypress
T
4
5ft
Planted
4
Bald Cypress
T
13
6 ft
Planted
13
Bald Cypress
T
5
7ft
Planted
5
Bald Cypress
T
1
8ft
Planted
1
Highbush Blueberry
SH
1
3ft
Volunteer
1
Wax Myrtle
SH
1
5ft
Volunteer
1
Sweet Bay
SH
1
2 ft
Volunteer
1
Groundsel Tree
SH
3
4 ft
Volunteer
0
Groundsel Tree
SH
1
5ft
Volunteer
0
Groundsel Tree
SH
1
6 ft
Volunteer
0
Red Maple
T
50
1 ft
Volunteer
0
Loblolly Pine
T
15
2 ft
Volunteer
0
Loblolly Pine
T
10
3ft
Volunteer
0
Loblolly Pine
T
10
6 ft
Volunteer
0
Loblolly Pine
T
5
7ft
Volunteer
0
Loblolly Pine
T
2
8ft
Volunteer
0
TOTAL PLANTED
OBSERVED DENSITY
54
(PLANTED SPECIES
540
SPECIES
PER ACRE)
OBSERVED DENSITY
TOTALACCEPTABLE
(ACCEPTABLE
3
30
VOLUNTEERS
VOLUNTEER SPECIES
PER ACRE)
TOTAL
SINGLE VOLUNTEER
UNACCEPTABLE
97
No
VOLUNTEERS
>50% OF TOTAL (Y/N)
OBSERVED DENSITY
TOTAL INDIVIDUALS
154
570
(PER ACRE)

BACHELORS DELIGHT STREAM AND WETLAND MITIGATION BANK
ANNUAL MONITORING DATA SHEET - VEGETATION PLOTS
Notes: All LMG plots are 0.10 Acres
PLOT NUMBER HF6
SPECIES
STRATUM
T SA or SH
Number of Individuals
HEIGHT
Planted vs. Volunteer
Species
Number of Individuals
Counted toward
Success Criteria
Atlantic White Cedar
T
4
4ft
Planted
4
Atlantic White Cedar
T
10
5ft
Planted
10
Atlantic White Cedar
T
5
6ft
Planted
5
Atlantic White Cedar
T
7
7ft
Planted
7
Atlantic White Cedar
T
4
8ft
Planted
4
Atlantic White Cedar
T
9
9ft
Planted
9
Atlantic White Cedar
T
5
loft
Planted
5
Atlantic White Cedar
T
7
lift
Planted
7
Atlantic White Cedar
T
7
12 It
Planted
7
Atlantic White Cedar
T
3
14 It
Planted
3
Atlantic White Cedar
T
1
16 It
Planted
1
Atlantic White Cedar
T
1
18 It
Planted
1
Wax Myrtle
SH
5
7ft
Volunteer
5
Wax Myrtle
SH
2
9ft
Volunteer
2
Loblolly Pine
T
6
4ft
Volunteer
0
Loblolly Pine
T
8
5ft
Volunteer
0
Loblolly Pine
T
4
6ft
Volunteer
0
Loblolly Pine
T
4
7ft
Volunteer
0
Loblolly Pine
T
6
8ft
Volunteer
0
Loblolly Pine
T
7
9ft
Volunteer
0
Loblolly Pine
T
2
loft
Volunteer
0
Loblolly Pine
T
1
lift
Volunteer
0
Black Willow
T
1
6ft
Volunteer
0
Black Willow
T
3
7ft
Volunteer
0
Black Willow
T
3
8ft
Volunteer
0
Black Willow
T
1
9ft
Volunteer
0
Red Maple
T
10
3 ft
Volunteer
0
Red Maple
T
1
4ft
Volunteer
0
Red Maple
T
2
5ft
Volunteer
0
Groundsel Tree
SH
3
4ft
Volunteer
0
Groundsel Tree
SH
4
6ft
Volunteer
0
Groundsel Tree
SH
3
7ft
Volunteer
0
Groundsel Tree
SH
3
8ft
Volunteer
0
Groundsel Tree
SH
1
9ft
Volunteer
0
TOTAL PLANTED
SPECIES
63
OBSERVED DENSITY
(PLANTED SPECIES
PER ACRE)
630
TOTAL ACCEPTABLE
VOLUNTEERS
7
OBSERVED DENSITY
(ACCEPTABLE
VOLUNTEER SPECIES
PER ACRE)
70
TOTAL
UNACCEPTABLE
VOLUNTEERS
73
SINGLE VOLUNTEER
>50% OF TOTAL (YIN)
No
TOTAL INDIVIDUALS
143
OBSERVED DENSITY
(PER ACRE)
700

BACHELORS DELIGHT STREAM AND WETLAND MITIGATION BANK
ANNUAL MONITORING DATA SHEET - VEGETATION PLOTS
Notes: All LMG plots are 0.10 Acres
PLOT NUMBER HF7
SPECIES
STRATUM
SA, or SH
Number of Individuals
HEIGHT
Planted vs. Volunteer
Species
Number of Individuals
Counted toward
Success Criteria
Atlantic White Cedar
T
1
3ft
Planted
1
Atlantic White Cedar
T
2
4ft
Planted
2
Atlantic White Cedar
T
2
6ft
Planted
2
Atlantic White Cedar
T
1
7ft
Planted
1
Atlantic White Cedar
T
5
8ft
Planted
5
Atlantic White Cedar
T
7
9ft
Planted
7
Atlantic White Cedar
T
6
loft
Planted
6
Atlantic White Cedar
T
9
lift
Planted
9
Atlantic White Cedar
T
9
12 ft
Planted
9
Atlantic White Cedar
T
1
13 ft
Planted
1
Atlantic White Cedar
T
1
14 ft
Planted
1
Atlantic White Cedar
T
4
15 ft
Planted
4
Atlantic White Cedar
T
1
16 ft
Planted
1
Atlantic White Cedar
T
1
20 ft
Planted
1
Sweet Bay
T
3
3ft
Planted
3
Sweet Bay
T
3
4ft
Planted
3
Sweet Bay
T
2
5ft
Planted
2
Sweet Bay
T
1
6ft
Planted
1
Loblolly Pine
T
15
4ft
Volunteer
0
Loblolly Pine
T
4
5ft
Volunteer
0
Loblolly Pine
T
2
6ft
Volunteer
0
Loblolly Pine
T
7
7ft
Volunteer
0
Loblolly Pine
T
7
8ft
Volunteer
0
Loblolly Pine
T
11
9ft
Volunteer
0
Loblolly Pine
T
6
loft
Volunteer
0
Loblolly Pine
T
6
lift
Volunteer
0
Loblolly Pine
T
1
12 ft
Volunteer
0
GroundselTree
SH
1
4ft
Volunteer
0
GroundselTree
SH
3
5ft
Volunteer
0
GroundselTree
SH
1
6ft
Volunteer
0
GroundselTree
SH
1
7ft
Volunteer
0
TOTAL PLANTED
SPECIES
59
OBSERVED DENSITY
(PLANTED SPECIES
PER ACRE)
590
TOTAL ACCEPTABLE
VOLUNTEERS
0
OBSERVED DENSITY
(ACCEPTABLE
VOLUNTEER SPECIES
PER ACRE)
0
TOTAL
UNACCEPTABLE
VOLUNTEERS
65
SINGLE VOLUNTEER
>50% OF TOTAL (YIN)
No
TOTAL INDIVIDUALS
124
OBSERVED DENSITY
(PER ACRE)
590

BACHELORS DELIGHT STREAM AND WETLAND MITIGATION BANK
ANNUAL MONITORING DATA SHEET - VEGETATION PLOTS
Notes: All LMG plots are 0.10 Acres
PLOT NUMBER HF8
SPECIES
STRATUM
T, SA, or SH
Number of Individuals
HEIGHT
Planted vs. Volunteer
Species
Number of Individuals
Counted toward
Success Criteria
Atlantic White Cedar
T
1
6 ft
Planted
1
Atlantic White Cedar
T
1
7ft
Planted
1
Atlantic White Cedar
T
1
8 ft
Planted
1
Atlantic White Cedar
T
3
9 ft
Planted
3
Atlantic White Cedar
T
2
loft
Planted
2
Atlantic White Cedar
T
6
lift
Planted
6
Atlantic White Cedar
T
9
12 ft
Planted
9
Atlantic White Cedar
T
13
13 ft
Planted
13
Atlantic White Cedar
T
6
14 ft
Planted
6
Atlantic White Cedar
T
5
15 ft
Planted
5
Atlantic White Cedar
T
8
16 ft
Planted
8
Atlantic White Cedar
T
2
18 ft
Planted
2
Americal Holly
SH
1
1 ft
Volunteer
1
Loblolly Pine
T
10
2 ft
Volunteer
0
Loblolly Pine
T
10
3 ft
Volunteer
0
Loblolly Pine
T
15
4 ft
Volunteer
0
Loblolly Pine
T
5
7ft
Volunteer
0
Loblolly Pine
T
5
15 ft
Volunteer
0
Red Maple
T
30
2 ft
Volunteer
0
Groundsel Tree
SH
1
4 ft
Volunteer
0
Groundsel Tree
SH
1
5 ft
Volunteer
0
Groundsel Tree
SH
1
6ft
Volunteer
0
TOTAL PLANTED
SPECIES
14
OBSERVED DENSITY
(PLANTED SPECIES
PER ACRE)
140
TOTAL ACCEPTABLE
VOLUNTEERS
0
OBSERVED DENSITY
(ACCEPTABLE
VOLUNTEER SPECIES
PER ACRE)
0
TOTAL
UNACCEPTABLE
VOLUNTEERS
78
SINGLE VOLUNTEER
>50% OF TOTAL (YIN)
No
TOTAL INDIVIDUALS
92
OBSERVED DENSITY
(PER ACRE)
140

BACHELORS DELIGHT STREAM AND WETLAND MITIGATION BANK
ANNUAL MONITORING DATA SHEET - VEGETATION PLOTS
Notes: All LMG plots are 0.10 Acres
PLOT NUMBER HF9
SPECIES
STRATUM
T SA or SH
Number of Individuals
HEIGHT
Planted vs. Volunteer
Species
Number of Individuals
Counted toward
Success Criteria
Long Leaf Pine
T
11
1 ft
Planted
11
Long Leaf Pine
T
1
2 ft
Planted
1
Long Leaf Pine
T
4
3 ft
Planted
4
Long Leaf Pine
T
1
4 ft
Planted
1
Long Leaf Pine
T
2
5 ft
Planted
2
Sweet Bay
SH
1
2 ft
Volunteer
1
Wax Myrtle
SH
1
4 ft
Volunteer
1
Loblolly Pine
T
2
3 ft
Volunteer
0
Loblolly Pine
T
3
4 ft
Volunteer
0
Loblolly Pine
T
1
5 ft
Volunteer
0
Loblolly Pine
T
1
6 ft
Volunteer
0
Loblolly Pine
T
1
8 ft
Volunteer
0
Loblolly Pine
T
2
9 ft
Volunteer
0
Loblolly Pine
T
1
loft
Volunteer
0
Loblolly Pine
T
3
12 ft
Volunteer
0
Loblolly Pine
T
2
13 ft
Volunteer
0
Red Maple
T
9
2 ft
Volunteer
0
Red Maple
T
9
3 ft
Volunteer
0
Red Maple
T
3
4 ft
Volunteer
0
Red Maple
T
1
5 ft
Volunteer
0
Black Willow
T
2
3 ft
Volunteer
0
Black Willow
T
1
4 ft
Volunteer
0
Black Willow
T
3
5 ft
Volunteer
0
Black Willow
T
1
9 ft
Volunteer
0
Groundsel Tree
SH
1
3 ft
Volunteer
0
Groundsel Tree
SH
1
12 ft
Volunteer
0
TOTAL PLANTED
SPECIES
19
OBSERVED DENSITY
(PLANTED SPECIES
PER ACRE)
190
TOTAL ACCEPTABLE
VOLUNTEERS
2
OBSERVED DENSITY
(ACCEPTABLE
VOLUNTEER SPECIES
PER ACRE)
20
TOTAL
UNACCEPTABLE
VOLUNTEERS
47
SINGLE VOLUNTEER
>50% OF TOTAL (YIN)
No
TOTAL INDIVIDUALS
68
OBSERVED DENSITY
(PER ACRE)
210

BACHELORS DELIGHT STREAM AND WETLAND MITIGATION BANK
ANNUAL MONITORING DATA SHEET - VEGETATION PLOTS
Notes: All LMG plots are 0.10 Acres
PLOT NUMBER HF10
SPECIES
STRATUM
Number of Individuals
HEIGHT
Planted vs. VolunteerNumber
of Individuals
Species
Counted toward
Success Criteria
T, SA, or SH
Long Leaf Pine
T
2
2 ft
Planted
2
Long Leaf Pine
T
1
3 ft
Planted
1
Long Leaf Pine
T
4
5ft
Planted
4
Long Leaf Pine
T
2
6ft
Planted
2
Long Leaf Pine
T
2
7ft
Planted
2
Long Leaf Pine
T
1
8 ft
Planted
1
Long Leaf Pine
T
5
9 ft
Planted
5
Long Leaf Pine
T
2
loft
Planted
2
Long Leaf Pine
T
2
11 ft
Planted
2
Wax Myrtle
SH
1
7ft
Volunteer
1
Loblolly Bay
T
1
2ft
Volunteer
1
Loblolly Pine
T
4
3ft
Volunteer
0
Loblolly Pine
T
3
4 ft
Volunteer
0
Loblolly Pine
T
1
5ft
Volunteer
0
Loblolly Pine
T
1
6ft
Volunteer
0
Groundsel Tree
SH
1
5ft
Volunteer
0
Groundsel Tree
SH
1
loft
Volunteer
0
OBSERVED DENSITY
TOTAL PLANTED
21
(PLANTED SPECIES
210
SPECIES
PER ACRE)
OBSERVED DENSITY
TOTALACCEPTABLE
2
(ACCEPTABLE
20
VOLUNTEERS
VOLUNTEER SPECIES
PER ACRE)
TOTAL
UNACCEPTABLE
12
SINGLE VOLUNTEER
No
VOLUNTEERS
>50% OF TOTAL (Y/N)
TOTAL INDIVIDUALS
35
OBSERVED DENSITY
230
(PER ACRE)

BACHELORS DELIGHT STREAM AND WETLAND MITIGATION BANK
ANNUAL MONITORING DATA SHEET - VEGETATION PLOTS
Notes: All LMG plots are 0.10 Acres
PLOT NUMBER HFLI
SPECIES
STRATUM
T, SA, or SH
Number of Individuals
HEIGHT
Planted vs. Volunteer
Species
Number of Individuals
Counted toward
Success Criteria
Long Leaf Pine
T
9
1 ft
Planted
9
Long Leaf Pine
T
4
2 ft
Planted
4
Long Leaf Pine
T
7
3 ft
Planted
7
Long Leaf Pine
T
8
4 ft
Planted
8
Long Leaf Pine
T
1
5 ft
Planted
1
Long Leaf Pine
T
3
6 ft
Planted
3
Long Leaf Pine
T
1
7 ft
Planted
1
Long Leaf Pine
T
1
9 ft
Planted
1
Long Leaf Pine
T
1
loft
Planted
1
Long Leaf Pine
T
1
11 ft
Planted
1
Wax Myrtle
SH
1
2 ft
Volunteer
1
Wax Myrtle
SH
3
3 ft
Volunteer
3
Loblolly Pine
T
3
3 ft
Volunteer
0
Loblolly Pine
T
2
4 ft
Volunteer
0
Loblolly Pine
T
1
5 ft
Volunteer
0
Loblolly Pine
T
2
6 ft
Volunteer
0
Loblolly Pine
T
1
7 ft
Volunteer
0
Loblolly Pine
T
2
9 ft
Volunteer
0
Loblolly Pine
T
1
loft
Volunteer
0
Loblolly Pine
T
2
14 ft
Volunteer
0
Groundsel Tree
SH
2
3 ft
Volunteer
0
Groundsel Tree
SH
2
5 ft
Volunteer
0
Groundsel Tree
SH
1
9 ft
Volunteer
0
Groundsel Tree
SH
1
loft
Volunteer
0
TOTAL PLANTED
SPECIES
36
OBSERVED DENSITY
(PLANTED SPECIES
PER ACRE)
360
TOTAL ACCEPTABLE
VOLUNTEERS
4
OBSERVED DENSITY
(ACCEPTABLE
VOLUNTEER SPECIES
PER ACRE)
40
TOTAL
UNACCEPTABLE
VOLUNTEERS
20
SINGLE VOLUNTEER
>50% OF TOTAL (YIN)
No
TOTAL INDIVIDUALS
60
OBSERVED DENSITY
(PER ACRE)
400

BACHELORS DELIGHT STREAM AND WETLAND MITIGATION BANK
ANNUAL MONITORING DATA SHEET - VEGETATION PLOTS
Notes: All LMG plots are 0.10 Acres
PLOT NUMBER HF12
SPECIES
STRATUM
T SA or SH
Number of Individuals
HEIGHT
Planted vs. Volunteer
Species
Number of Individuals
Counted toward
Success Criteria
Long Leaf Pine
T
6
1 ft
Planted
6
Long Leaf Pine
T
2
2 ft
Planted
2
Long Leaf Pine
T
10
3 ft
Planted
10
Long Leaf Pine
T
7
4ft
Planted
7
Long Leaf Pine
T
5
5ft
Planted
5
Long Leaf Pine
T
7
Eft
Planted
7
Long Leaf Pine
T
6
7ft
Planted
6
Long Leaf Pine
T
5
8ft
Planted
5
Long Leaf Pine
T
2
9ft
Planted
2
Long Leaf Pine
T
4
loft
Planted
4
Long Leaf Pine
T
2
12 ft
Planted
2
Loblolly Pine
T
10
1 ft
Volunteer
0
Loblolly Pine
T
10
2ft
Volunteer
0
Loblolly Pine
T
2
4ft
Volunteer
0
Loblolly Pine
T
6
5ft
Volunteer
0
Loblolly Pine
T
2
Eft
Volunteer
0
Loblolly Pine
T
7
7ft
Volunteer
0
Loblolly Pine
T
12
8ft
Volunteer
0
Loblolly Pine
T
11
9ft
Volunteer
0
Loblolly Pine
T
5
loft
Volunteer
0
Loblolly Pine
T
2
lift
Volunteer
0
Loblolly Pine
T
2
12ft
Volunteer
0
Groundsel Tree
SH
5
2ft
Volunteer
0
Groundsel Tree
SH
1
3 ft
Volunteer
0
Groundsel Tree
SH
10
4ft
Volunteer
0
Groundsel Tree
SH
9
5ft
Volunteer
0
Groundsel Tree
SH
1
6 ft
Volunteer
0
Groundsel Tree
SH
1
7ft
Volunteer
0
TOTAL PLANTED
SPECIES
56
OBSERVED DENSITY
(PLANTED SPECIES
PER ACRE)
560
TOTAL ACCEPTABLE
VOLUNTEERS
0
OBSERVED DENSITY
(ACCEPTABLE
VOLUNTEER SPECIES
PER ACRE)
0
TOTAL
UNACCEPTABLE
VOLUNTEERS
96
SINGLE VOLUNTEER
>50%OFTOTAL (YIN)
No
TOTAL INDIVIDUALS
152
OBSERVED DENSITY
(PER ACRE)
560

BACHELORS DELIGHT STREAM AND WETLAND MITIGATION BANK
ANNUAL MONITORING DATA SHEET - VEGETATION PLOTS
Notes: All LMG plots are 0.10 Acres
PLOT NUMBER HE13
SPECIES
STRATUM
T SA or SH
Number of Individuals
HEIGHT
Planted vs. Volunteer
Species
Number of Individuals
Counted toward
Success Criteria
Long Leaf Pine
T
8
1 ft
Planted
8
Long Leaf Pine
T
5
2 ft
Planted
5
Long Leaf Pine
T
1
3ft
Planted
1
Long Leaf Pine
T
7
4ft
Planted
7
Long Leaf Pine
T
4
5ft
Planted
4
Long Leaf Pine
T
2
6ft
Planted
2
Long Leaf Pine
T
1
7ft
Planted
1
Long Leaf Pine
T
7
8ft
Planted
7
Long Leaf Pine
T
1
9 ft
Planted
1
Long Leaf Pine
T
2
loft
Planted
2
Long Leaf Pine
T
1
12 ft
Planted
1
Wax Myrtle
SH
1
2ft
Volunteer
1
Wax Myrtle
SH
1
4ft
Volunteer
1
Wax Myrtle
SH
1
6ft
Volunteer
1
Wax Myrtle
SH
1
7ft
Volunteer
1
Loblolly Pine
T
1
3ft
Volunteer
0
Loblolly Pine
T
6
4ft
Volunteer
0
Loblolly Pine
T
4
5ft
Volunteer
0
Loblolly Pine
T
1
6ft
Volunteer
0
Loblolly Pine
T
1
7ft
Volunteer
0
Loblolly Pine
T
2
loft
Volunteer
0
Loblolly Pine
T
1
12 ft
Volunteer
0
Loblolly Pine
T
1
13 ft
Volunteer
0
Loblolly Pine
T
3
15 ft
Volunteer
0
Loblolly Pine
T
2
18 ft
Volunteer
0
Loblolly Pine
T
3
20 ft
Volunteer
0
Groundsel Tree
SH
1
3ft
Volunteer
0
Groundsel Tree
SH
1
4ft
Volunteer
0
Groundsel Tree
SH
1
5ft
Volunteer
0
Groundsel Tree
SH
3
6ft
Volunteer
0
Groundsel Tree
SH
1
7ft
Volunteer
0
Groundsel Tree
SH
1
8ft
Volunteer
0
TOTALPLANTED
SPECIES
39
OBSERVED DENSITY
(PLANTED SPECIES
PER ACRE)
390
TOTALACCEPTABLE
VOLUNTEERS
0
OBSERVED DENSITY
(ACCEPTABLE
VOLUNTEER SPECIES
PER ACRE)
0
TOTAL
UNACCEPTABLE
VOLUNTEERS
33
SINGLE VOLUNTEER
>50% OF TOTAL (YIN)
No
TOTAL INDIVIDUALS
72
OBSERVED DENSITY
(PER ACRE)
390

BACHELORS DELIGHT STREAM AND WETLAND MITIGATION BANK
ANNUAL MONITORING DATA SHEET - VEGETATION PLOTS
Notes: All LMG plots are 0.10 Acres
PLOT NUMBER HF14
SPECIES
STRATUM
T SA or SH
Number of Individuals
HEIGHT
Planted vs. Volunteer
Species
Number of Individuals
Counted toward
Success Criteria
Long Leaf Pine
T
1
2 ft
Planted
1
Long Leaf Pine
T
2
3 ft
Planted
2
Long Leaf Pine
T
4
4 ft
Planted
4
Long Leaf Pine
T
3
5 ft
Planted
3
Long Leaf Pine
T
7
6 ft
Planted
7
Long Leaf Pine
T
6
7 ft
Planted
6
Long Leaf Pine
T
9
8 ft
Planted
9
Long Leaf Pine
T
7
9 ft
Planted
7
Long Leaf Pine
T
4
loft
Planted
4
Long Leaf Pine
T
4
11 ft
Planted
4
Long Leaf Pine
T
7
12 ft
Planted
7
Long Leaf Pine
T
2
13 ft
Planted
2
Wax Myrtle
SH
1
4 ft
Volunteer
1
Red Bay
SH
1
1 ft
Volunteer
1
Red Bay
SH
1
2 ft
Volunteer
1
Red Bay
SH
1
3 ft
Volunteer
1
Loblolly Pine
T
4
4 ft
Volunteer
0
Loblolly Pine
T
1
5 ft
Volunteer
0
Loblolly Pine
T
1
6 ft
Volunteer
0
Loblolly Pine
T
1
7 ft
Volunteer
0
Loblolly Pine
T
1
8 ft
Volunteer
0
Loblolly Pine
T
1
14 ft
Volunteer
0
Loblolly Pine
T
1
15 ft
Volunteer
0
Groundsel Tree
T
1
4 ft
Volunteer
0
Groundsel Tree
T
5
5 ft
Volunteer
0
Groundsel Tree
T
2
6 ft
Volunteer
0
TOTAL PLANTED
SPECIES
56
OBSERVED DENSITY
(PLANTED SPECIES
PER ACRE)
560
TOTAL ACCEPTABLE
VOLUNTEERS
4
OBSERVED DENSITY
(ACCEPTABLE
VOLUNTEER SPECIES
PER ACRE)
40
TOTAL
UNACCEPTABLE
VOLUNTEERS
18
SINGLE VOLUNTEER
>50% OF TOTAL (YIN)
No
TOTAL INDIVIDUALS
78
OBSERVED DENSITY
(PER ACRE)
600

APPENDIX C -
PALMER HYDROLOGIC
DROUGHT INDEX

Palmer Hydrological Drought Index
January, 2018
403
anal
below
IMMO
Modwale
Md-
drougRl
�ougt+l
rarr� tn0�
-3.00
-2.00
-1.99 .2.00
to
10
!0 b
-393
-299
•1.99 .299
Palmer Hydrological Draught Index
February, 2018
rs�s moss
® 1♦
10 rano
-399 aria e
I
r
400 -2.00 -1.99 .200 *3.00 .4.00
to
to w w n ars
-399 -2.99 •1.99 .299 =399 above

Palmer Hydrological Drought Indy
March, 2018
U
- 1 am—
ffi
drW1
=—
-400
-300
-2.06
-1.99
.2.00
aril
to
to
to
to
Z
-399
-2.94
+1.99
-2.99
Palmer Hydrological Drought Index
April, 2018
M M
.3.06 .4.00
q 8f0O
+3.99 OM
400 -300 400 -1.94 +200 .5.06 .4.00
bekla - 99 - 99 •99 .294 -399 ab�r+e

Palmer Hydrological Drought Index
May, 2018
Met
-um- a*dvW
-4.00 -300 .2.06 -1.99 -2.0110 -3.00 A.00
!! 10 1.0 10 to 10 am
0614« -3-99 -2.99 +1.99 -299 3399 3b[7.'e
Palmer Hydrological Drought Index
June, 2018
-stmro&'reo
"Up *No *OL 1 fro" M" MKO
-4.00 -3-00 -2.00-1.99 -200 .3 -OD —.'00
1G
Ard to 10 10 10 and
bhp* 499 -2-49 .1.99 -299 -399 aw-e
range

Palmer Hydrological Drought Index
July, 2018
R
0
-, -
� t� � � t� t•
-4.00 -300 -200 -i 43 +2.o0 •3.40 400
W4 to to to 10 to and
WON -399 -294 9 ?? .294 *3.99 a"
Palmer Hydrological Draught Index
August, 2018
W.
—W
t� � ® I L _' t� t•
-4.00 -.00 -2.00 -1.99 .2-00 400 +4.00
bW. -394 2" +1-0e 2W
«ase a"

Palmer Hydrological Drought index
September, 2018
r
-NNW ewe
ffw-
4.00 -300 -2 0D -1.99 +2-00 +3.00 .400
and LD 16 0 v 06 and
boos -399 -299 ?, .299 499 a*p
Palmer Hydrological Drought index
October, 2018
M
-4 00
atd
WON
o
mOdhraLe r
-300
•2.00 -1-94 =2.00
-399
-2,44 .t,44 .�
9
0100 A00
a! and
w9.99 AA9Mt

Palmer Hydrological Drought Index
November, 2018
..kw
dr0j" txtwxf4 df*4M urge MW moia
M _ [ -'-7 M
400 -3 CEJ -200 -143 .200 .3.OD 400
artd to totQ b and
kx+sw
-3% -2 49 .1 CO .243 -344 ab"
Palmer Hydrological Drought Index
December, 2818
MMMMMMMM�__K
ems—
—MMO
ff* *a!e -
e y K4Ya
tame
Orou¢1tl
b
Ytrr3't Targe
most me+st
.400
-300
-200 -193
.2.00 x300
.400
and
a3
to td
to i}
and
WOW
-399
-2" .143
-299 -399
ab"

APPENDIX D -
NC DROUGHT MONITORING MAPS

North Carolina Division of Water Resources January 31, 2018
DWR Drought Image
Percentile
100
90
80
70
60
50
40
30
DO
20
D1
10
D2
D3
D4 0

North Carolina Division of Water Resources February 28, 2018
DWR Drought Image
Percentile
100
90
80
70
60
50
40
30
DO
20
D1
10
D2
D3
D4 0

North Carolina Division of Water Resources March 31, 2018
DWR Drought Image
Percentile
100
90
80
70
60
50
40
30
DO
20
D1
10
D2
D3
D4 0

North Carolina Division of Water Resources April 30, 2018
DWR Drought Image
Percentile
100
90
80
70
60
50
40
30
DO
20
D1
10
D2
D3
D4 0

North Carolina Division of Water Resources May 31, 2018
DWR Drought Image
Percentile
100
90
80
70
60
50
40
30
DO
20
D1
10
D2
D3
D4 0

North Carolina Division of Water Resources June 30, 2018
DWR Drought Image
Percentile
100
90
80
70
60
50
40
30
DO
20
D1
10
D2
D3
D4 n

North Carolina Division of Water Resources July 31, 2018
DWR Drought Image
Percentile
100
90
80
70
60
50
40
30
DO
20
D1
10
D2
D3
D4 0

North Carolina Division of Water Resources August 31, 2018
DWR Drought Image
Percentile
100
90
80
70
60
50
40
30
DO
20
D1
10
D2
D3
D4 n

North Carolina Division of Water Resources September 30, 2018
DWR Drought Image
Percentile
100
90
80
70
60
50
40
30
DO
20
D1
10
D2
D3
D4 0

North Carolina Division of Water Resources October 31, 2018
DWR Drought Image
Percentile
100
90
80
70
60
50
40
30
DO
20
D1
10
D2
D3
D4 0

North Carolina Division of Water Resources November 30, 2018
DWR Drought Image
Percentile
100
90
80
70
60
50
40
30
DO
20
D1
10
D2
D3
D4 n

North Carolina Division of Water Resources December 31, 2018
DWR Drought Image
Percentile
100
90
80
70
60
50
40
30
DO
20
D1
10
D2
D3
D4 0

APPENDIX E -
HYDROGRAPHS

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- BD GW Gauges 1-4
- Ecotone WM 40
- January 1, 2018 to
March 31, 2018
- One reading per day
at 7:00 am
Land Management Group
www.lmgroup.net
L
a
32
30
28
26
24
22
20
18
16
14
12
10
8
6
4
2
0
Hydrology Assessment
March 2018
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------------------------------------------------------------
--------------------------------------------------------------
0�
NIZIr Ify 1�1' IV NV NV 10;
MKOAJ Raingauge —90 day total 30% —70%
12
6
0
-6
-12
-18
-24
-30
-36
- -N ------------------------------------- �l- ---- t---,----- T--------
-42 — -- -- m
N NO NCO
�`a�,
A, -IV-IV I.0
9
8
6
5
4
3
2
1
0
SBD GW 1 (14E188A2) SBD GW 2 (14E164D4)
BD GW 3 (14E19ECB) tBD GW 4 (14E1A314)
1 2i below surface MKOAJ Raingauge Slide BD GW A-18

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- BD GW Gauges 1-4
- Ecotone WM 40
- April 1, 2018 to
June 30, 2018
- One reading per day
at 7:00 am
Land Management Group
www.lmgroup.net
L
a
32
30
28
26
24
22
20
18
16
14
12
10
8
6
4
2
0
12
6
0
-6
-12
-18
-24
-30
-36
Hydrology Assessment
June 2018
---------------------------------------------------------------------------
---------
-------------------- ------------------ --------i-1- --------=--
----------------- ---------
----------------------------------------------------------------
--------------------
Id ------
L t ------- _---------------
MKOAJ Raingauge —90 day total 30% —70%
-42
tBID GW 1 (14E188A2) tBID GW 2 (14E1 64D4)
BD GW 3 (14E19ECB) tBD GW 4 (14E1A314)
9
8
6
5
4
3
2
1
0
12in below surface MKOAJ Raingauge Slide BD GW A-19

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- BD GW Gauges 1-4
- Ecotone WM 40
-July 1, 2018 to
September 30, 2018
- One reading per day
at 7:00 am
Land Management Group
www.lmgroup.net
L
a
60
55
50
45
40
35
30
25
20
15
10
5
0
Hydrology Assessment
September 2018
-------------------------------------------------------------F ---
----------------------------------------------------------------
------------- --- --------------- - - --------- - ------
--------------------------------- ------------ ------
----------------- ------------------------------------
- --- - ----- ------------
-
------------------------- -----------
Ib
���\J\ J\ J\ '3PJ� "oPJ� ��'eJ� `fyeJ�
MKOAJ Raingauge —90 day total 30% —70%
12
6
0
-6
-12
-18
-24
-30
-36
-42
Ib
3
,J� ,J� hPJ� oPJ� hPJ� oPJ� hPJ� oPJ� ���Q, ���Q,
tBD GW 1 (14E188A2) tBD GW 2 (14E164D4)
BD GW 3 (14E19ECB) tBD GW 4 (14E1A314)
18
16
14
12
10
8
6
4
2
0
12 in below surface MKOAJ Raingauge Slide BD GW A-20

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- BD GW Gauges 1-4
- Ecotone WM 40
- October 1, 2018 to
December 31, 2018
- One reading per day
at 7:00 am
Land Management Group
www.lmgroup.net
L
a
Hydrology Assessment
60
55
50
45
40
35
30
25
20
15
10
5
0
December 2018
N NO 1Ib NCO NIb NCO NCO
MKOAJ Raingauge —90 day total 30% —70%
12
6
0
-6
-12
-18
-24
-30
-36
-42
OG'l. OG'l. OG'l. OG'l. '0 OG'l.
tBD GW 1 (14E188A2) tBD GW 2 (14E164D4)
BD GW 3 (14E19ECB) tBD GW 4 (14E1A314)
9
8
6
5
4
3
2
1
0
1 2i below surface WKOAJ Raingauge Slide BD GW A-21

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
*BD GW 6 malfunction -
data gap 1/30/18 to 3/13/18
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- BD GW Gauges 5-8
- Ecotone WM 40
- January 1, 2018 to
March 31, 2018
- One reading per day
at 7:00 am
Land Management Group
www.lmgroup.net
a
;L]
32
30
28
26
24
22
20
18
16
14
12
10
8
6
4
2
0
Hydrology Assessment
March 2018
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------------------------------------------------------------
--------------------------------------------------------------
"<ex17,�Sa` �Sa` �Sa` �Sa` �Sa`
,moo' �o' 1h' N`t. NV 10
MKOAJ Raingauge —90 day total 30% —70%
12
6
0
6 - - - -- - - -- - -- - -- -- - - -- - -- - - -- -- -
-12
-18
-24
-30 -------- -------------------------------------------------------------
-36
-42 - k -0 M - 0 1
-IV
9
8
7
6
5
4
3
2
1
0
tBD GW 5 (14E1AD65) tBD GW 6 (14E164FE)
BD GW 7 (14E15447) tBD GW 8 (14E173FA)
1 2i below surface MKOAJ Raingauge Slide BD GW B-18

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
*BD GW 6 malfunction -
data gap 5/9/18 to 8/1/18
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- BD GW Gauges 5-8
- Ecotone WM 40
- April 1, 2018 to
June 30, 2018
- One reading per day
at 7:00 am
Land Management Group
www.lmgroup.net
a
L
32
30
28
26
24
22
20
18
16
14
12
10
8
6
4
2
0
Hydrology Assessment
MKOAJ Raingauge —90 day total 30%_—
I z
0%—
June 2018
IL
6
0
6-- - -- -- -- -- ---------- - - ------ ------ - -- - - --
-12
-18 - 9N -------- - 7
-24 -------------------------- ------ ------------------------
-30 --------------------------------------- ------ - ------------------
-36 ----------------- -------------------
-42 IL
PQM' PQM'
N , PQM'
�'v
tBD GW 5 (14E1AD65) tBD GW 6 (14E164FE)
BD GW 7 (14E15447) tBD GW 8 (14E173FA)
9
8
7
6
5
4
3
2
1
0
12in below surface MKOAJ Raingauge Slide BD GW B-19

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
*BD GW 6 malfunction -
data gap 5/9/18 to 8/1/18
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- BD GW Gauges 5-8
- Ecotone WM 40
-July 1, 2018 to
September 30, 2018
- One reading per day
at 7:00 am
Land Management Group
www.lmgroup.net
a
L
60
55
50
45
40
35
30
25
20
15
10
5
0
Hydrology Assessment
MKOAJ Raingauge —90 day total 30%_-
6
0%-
September 2018
6 ------------------ -----------------------------------------
0
6 -------------- ---------- -- ----- - --------------- ----
-12
-18 ------------- ----------------------
-24 --------- ----------------------------- - - -----------------
-30 ------- ---------------------
-36 ------ --- -- ------------
-42
3
,J� 3 hPJ� �oPJ� PJ� �oPJ� PJ� �oPJ� ���Q, C���Q,
tBD GW 5 (14E1AD65) tBD GW 6 (14E164FE)
BD GW 7 (14E15447) tBD GW 8 (14E173FA)
18
16
14
12
10
8
6
4
2
0
12 in below surface MKOAJ Raingauge Slide BD GW B-20

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- BD GW Gauges 5-8
- Ecotone WM 40
- October 1, 2018 to
December 31, 2018
- One reading per day
at 7:00 am
Land Management Group
www.lmgroup.net
a
L
60
55
50
45
40
35
30
25
20
15
10
5
0
Hydrology Assessment
December 2018
N NO 1Ib NCO NIb NCO NCO
MKOAJ Raingauge —90 day total 30% —70%
IL
6
0
6 ------------------------- -
-12
-18 --------------------- - ---------------------------------------------
-24 - -------------- --- ----------------------------------------------
-30 - --------- - ---- ---- -----------------------------------------
-36 --------- ---- --------------------- ---------------
-42
OG'l. OG'l. OG'l. OG'l. OG'l. OG'l. OG'l. ��J ��J ��J ��J ��J ��J OCG OCG OeG OCG OCG OCG
tBD GW 5 (14E1AD65) tBD GW 6 (14E164FE)
BD GW 7 (14E15447) tBD GW 8 (14E173FA)
9
8
7
6
5
4
3
2
1
0
1 2i below surface WKOAJ Raingauge Slide BD GW B-21

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- BD Reference Gauges
@ Transect 1
- Ecotone WM 40
- January 1, 2018 to
March 31, 2018
- One reading per day
�at7:00am
Land Management Group
www.lmgroup.net
a
32
30
28
26
24
22
20
18
16
14
12
10
8
6
4
2
0
17,
O
t 6
V
c
o
Z
a�
J -6
L
M -12
a�
L) -18
L
N -24
a
O
O -30
U
-36
Hydrology Assessment
March 2018
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------------------------------------------------------------
--------------------------------------------------------------
"<ex17,�Sa` �Sa` �Sa` �Sa` �Sa`
,moo' I fy 1h' N`t. NV 10
MKOAJ Raingauge —90 day total 30% —70%
8
7
6
5 O
0
4 O
3
2
1
0
F�$
SBD REF 1A (11313B84) SBD REF 1B (1130E0D6)
BD REF 1 C (1130D1 E4) 12in below surface
MKOAJ Raingauge Slide BD REF 21

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- BD Reference Gauges
@ Transect 1
- Ecotone WM 40
- April 1, 2018 to
June 30, 2018
- One reading per day
�at7:00am
Land Management Group
www.lmgroup.net
a
32
30
28
26
24
22
20
18
16
14
12
10
8
6
4
2
0
17,
Hydrology Assessment
June 2018
---------------------------------------------------------------------------
---------
-------------------- ------------------ --------i-1- --------=--
----------------- ---------
----------------------------------------------------------------
--------------------
Id ------
L t ------- _---------------
MKOAJ Raingauge —90 day total 30% —70%
V
c
0
Z
a�
4: 1
-12 -
a�
L)
-18 -----------------------------------------------------------------
---
a
0 -30 ----------------- -------------------
c�
-36
Ib 16 16 16 16 16 16 16 16 Ib Ib Ib Ib Ib Ib 16 16 16 16
SBD REF 1A (11313B84) SBD REF 1B (1130E0D6)
BD REF 1 C (1130D1 E4) 12in below surface
8
7
6
5
C7
4 O
3
2
1
0
MKOAJ Raingauge Slide BD REF 22

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- BD Reference Gauges
@ Transect 1
- Ecotone WM 40
-July 1, 2018 to
September 30, 2018
- One reading per day
�at7:00am
Land Management Group
www.lmgroup.net
a
60
55
50
45
40
35
30
25
20
15
10
5
0
174
N
O
s 6
v
c
0
O
J -6
L
M -12
-18
L
_
N -24
O
O -30
U
-36
Hydrology Assessment
MKOAJ Raingauge —90 day total 30% —70%
September 2018
16
14
12
10 n
8 O.
6
4
2
0
C�Q ��eQ ��eQ
ti ti 3 � ti ti
=13D REF 1A (113131384) SBD REF 1B (1130E0D6)
BD REF 1 C (1130D1 E4) 1 2i below surface
MKOAJ Raingauge Slide BD REF 23

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- BD Reference Gauges
@ Transect 1
- Ecotone WM 40
- October 1, 2018 to
December 31, 2018
- One reading per day
�at7:00am
Land Management Group
www.lmgroup.net
a
60
55
50
45
40
35
30
25
20
15
10
5
0
17,
-36
OG'l. OG'l. OG'l. OG'l. O0' OG'l. O0' \OJ \�J \�J \�J \�J \�J OCG OCG OCG OCG OCG OCG
Cp' `' `Cp' �� 1Cp'
SBD REF 1A (11313B84) SBD REF 1B (1130E0D6)
BD REF 1 C (1130D1 E4) 12in below surface
Hydrology Assessment
December 2018
O��
MKOAJ Raingauge —90 day total 30% —70%
----------------------------------------------------------------------------
--------------------------------------------------------------------------
O
t 6
V
c
o
Z
a�
--------------
J -6
L
M -12
a�
L) -18
L
------- 7 ----------- --------- -------------------------------------------
N -24
a
-------------------- I ------- Ll I --- I - I ----- I
O
O -30
U
L -IL L
AU
8
7
6
5 O
C7
4 O
3
2
1
0
WKOAJ Raingauge Slide BD REF 24

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- BD2 Zero Order Gauges
- Ecotone WM 40
- January 1, 2018 to
March 31, 2018
- One reading per day
at 7:00 am
Land Management Group
www.lmgroup.net
a
32
30
28
26
24
22
20
18
16
14
12
10
8
6
4
2
0
174
N
O
s 6
v
c
0
J -6
L
-12
-18
L
_
N -24
a
O
O -30
U
Hydrology Assessment
March 2018
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------
---------------
"<ex17,�Sa` �Sa` �Sa` �Sa` �Sa`
,moo' �o' 1h' N`t. NV 10
MKOAJ Raingauge —90 day total 30% —70%
-36 — — -- -- — —
�a� F�,�,
8
7
6
5 O
0
4 O
3
2
1
0
BD2 ZOA A (14E1ABF5) =tBD2 ZOA B (14E1A159)
BD2 ZOA C (14E1600B) 12in below surface
MKOAJ Raingauge Slide BD2 ZOA 18

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- BD2 Zero Order Gauges
- Ecotone WM 40
- April 1, 2018 to
June 30, 2018
- One reading per day
at 7:00 am
Land Management Group
www.lmgroup.net
a
32
30
28
26
24
22
20
18
16
14
12
10
8
6
4
2
0
7:I WE
N
s 6
c
o
J -6
12
-18
L
_
N -24
O
O -30
U
-36
BD2 ZOA A (14E1ABF5) =t=BD2 ZOA B (14E1A159)
BD2 ZOA C (14E1600B) 12in below surface
Hydrology Assessment
June 2018
---------------------------------------------------------------------------
---------
-------------------- ------------------ --------i-1- --------=--
-----------------------------
----------------------------------------------------------------
--------------------
Id ------
L t ------- _---------------
MKOAJ Raingauge —90 day total 30% —70%
8
7
6
5 O
4 W
o'
3
2
1
0
MKOAJ Raingauge Slide BD2 ZOA 19

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- BD2 Zero Order Gauges
- Ecotone WM 40
-July 1, 2018 to
September 30, 2018
- One reading per day
at 7:00 am
Land Management Group
www.lmgroup.net
a
Hydrology Assessment
60
55
50
45
40
35
30
25
20
15
10
5
0
September 2018
N�J\
MKOAJ Raingauge —90 day total 30% —70%
7i
N
O
s 6
v
c
0
O
J -6
L
M -12
-18
L
_
N -24
O
O -30
U
-36 — — — - -
��J\ �� �J\ �ro�J\ �� �J\ �ro�J\ �� �J\ �PJ� �oP�� ��P��
�o0 ��PJ� �oPJ� �`��� ��`��� -C�`��� 11��`��� 11�`���
BD2 ZOA A (14E1ABF5) BD2 ZOA B (14E1A159)
BD2 ZOA C (14E1600B) 12in below surface
16
14
12
10 n
8 O.
6
4
2
0
MKOAJ Raingauge Slide BD2 ZOA 20

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- BD2 Zero Order Gauges
- Ecotone WM 40
- October 1, 2018 to
December 31, 2018
- One reading per day
at 7:00 am
Land Management Group
www.lmgroup.net
a
60
55
50
45
40
35
30
25
20
15
10
5
0
17,
Hydrology Assessment
December 2018
O�� O O O��
MKOAJ Raingauge —90 day total 30% —70%
V
c
0
Z
a�
L
M -12
a�
V-18 - - - - - - - - - - - - - ---- --- -------------------------------------------------
w
a
0 -30 ------------------- --------- -
U
-36
OG'l. OG'l. OG'l. OG'l. OG'l. OG'l. OG'l. \OJ \�J \�J \�J \�J \�J OCG OCG OCG OCG OCG OCG
BD2 ZOA A (14E1ABF5) =t=BD2 ZOA B (14E1A159)
BD2 ZOA C (14E1600B) 12in below surface
8
7
6
5 CD
0
4 O
3
2
1
0
WKOAJ Raingauge Slide BD2 ZOA 21

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- BDN Riparian Gauge 1
- Ecotone WM 40
- January 1, 2018 to
March 31, 2018
- One reading per day
at 7:00 am
a
32
30
28
26
24
22
20
18
16
14
12
10
8
6
4
2
0
im
N
s
6
_
�• 0
J -6
-12
-18
L
N -24
a
_
O -30
U
Hydrology Assessment
March 2018
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------
---------------
"<ex17,�Sa` �Sa` �Sa` �Sa` �Sa`
,moo' �o' 1h' N`t. NV 10
MKOAJ Raingauge —90 day total 30% —70%
-36
,110' ��' Leo' ��' v ,`p' `t�' gyp' �t�' 1' -IV-11' I.0
8
7
6
5 CD
0
-0
4 C�
o'
3
2
1
0
BDN RIP 1 (14E1AC10) 12in below surface
Land Management Group
www.lmgroup.net IMKOAJ Raingauge Slide BDN RIP 18

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- BDN Riparian Gauge 1
- Ecotone WM 40
- April 1, 2018 to
June 30, 2018
- One reading per day
at 7:00 am
Land Management Group
www.lmgroup.net
a
32
30
28
26
24
22
20
18
16
14
12
10
8
6
4
2
0
Im
N
s
6
_
�• 0
J -6
-12
-18
L
N -24
_
O -30
U
Hydrology Assessment
June 2018
---------------------------------------------------------------------------
---------
----------------------------------------------i-l- --------=--
-----------------------------
----------------------------------------------------------------
--------------------
ld ------
L t ------- _---------------
MKOAJ Raingauge —90 day total 30% —70%
-36
BDN RIP 1 (14E1AC10) 12in below surface
8
7
6
5 CD
0
-0
4 C�
o'
3
2
1
0
MKOAJ Raingauge Slide BDN RIP 19

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- BDN Riparian Gauge 1
- Ecotone WM 40
-July 1, 2018 to
September 30, 2018
- One reading per day
at 7:00 am
Land Management Group
www.lmgroup.net
a
60
55
50
45
40
35
30
25
20
15
10
5
0
im
N
s
6
_
�• 0
J -6
M -12
-18
L
N -24
a
_
O -30
U
Ors
Hydrology Assessment
September 2018
---- -------------- --------------- F ---
--------------------------------------------------------------------
------ ------
J\ J\ J\ '3PJ� "oPJ� ��'eJ� `fyeJ�
MKOAJ Raingauge —90 day total 30% —70%
Mr.■
N, J\ V3 �_'I 'I
mBDN RIP 1 (14E1AC10) 12in below surface
W
MKOAJ Raingauge Slide BDN RIP 20
16
----L14
12
10
n
a
d
o'
6
.-.
4
2
N, J\ V3 �_'I 'I
mBDN RIP 1 (14E1AC10) 12in below surface
W
MKOAJ Raingauge Slide BDN RIP 20

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- BDN Riparian Gauge 1
- Ecotone WM 40
- October 1, 2018 to
December 31, 2018
- One reading per day
at 7:00 am
Land Management Group
www.lmgroup.net
a
60
55
50
45
40
35
30
25
20
15
10
5
0
Im
N
s
6
_
�• 0
J -6
-12
-18
L
N -24
a
_
O -30
U
Hydrology Assessment
December 2018
O��
MKOAJ Raingauge —90 day total 30% —70%
8
7
6
5 CD
0
-0
4 C�
o'
3
2
1
0
�PG'` oG'` pPG'` 0�p,
BDN RIP 1 (14E1AC10) 12in below surface
WKOAJ Raingauge Slide BDN RIP 21

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- BDN Zero Order Gauges
@ Transect 1
- Ecotone WM 40
- January 1, 2018 to
March 31, 2018
- One reading per day
�at7:00am
Land Management Group
www.lmgroup.net
a
32
30
28
26
24
22
20
18
16
14
12
10
8
6
4
2
0
im
N
s 6
v
c
0
J -6
L
-12
-18
L
N -24
a
c
C -30
c�
Hydrology Assessment
March 2018
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------------------------------------------------------------
--------------------------------------------------------------
"<ex17,�Sa` �Sa` �Sa` �Sa` �Sa`
,moo' �o' 1h' N`t. NV 10
MKOAJ Raingauge —90 day total 30% —70%
-36 _ _ — _ _ – – _ _
N 1O NCO 1Ib
<<Z Fz F��
mac, moo, mac, -I -IV I ti
BDN ZOA 1A (14E19748) BDN ZOA 1B (14E1ABD0)
BDN ZOA 1C (14E1786A) 1 2i below surface
8
7
6
5 CD
_n
4 O
3
2
1
0
IMKOAJ Raingauge I Slide BDN ZOA A-18

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- BDN Zero Order Gauges
@ Transect 1
- Ecotone WM 40
- April 1, 2018 to
June 30, 2018
- One reading per day
�at7:00am
Land Management Group
www.lmgroup.net
a
32
30
28
26
24
22
20
18
16
14
12
10
8
6
4
2
0
Im
N
s 6
v
c
0
J -6
L
-12
-18
L
N -24
a
c
C -30
c�
Hydrology Assessment
June 2018
---------------------------------------------------------------------------
---------
-------------------- ------------------ --------i-1- --------=--
-----------------------------
----------------------------------------------------------------
--------------------
Id ------
L t ------- _---------------
MKOAJ Raingauge —90 day total 30% —70%
-36
0P �PQ�' �`��OL�L�O�e���a� ���a� ���a� ���a� ���a� ���� No���
FB��BDN
ZOA 1A (14E19748) BDN ZOA 1B (14E1ABD0)
DN ZOA 1C (14E1786A) 1 2i below surface
8
7
6
5 CD
_n
4 O
3
2
1
0
�KOAJ Raingauge Slide BDN ZOA A-19

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- BDN Zero Order Gauges
@ Transect 1
- Ecotone WM 40
-July 1, 2018 to
September 30, 2018
- One reading per day
�at7:00am
Land Management Group
www.lmgroup.net
a
60
55
50
45
40
35
30
25
20
15
10
5
0
Hydrology Assessment
September 2018
------------------------- ----------- F
----------- --- --------------- - - --------- - ------
--------------------------------- ----------- --------
------ ------
N
t 6
v
c
o
Z
J -6
L
M -12
a�
L) -18
L
to -24
c
C -30
c�
W.
'3 '�, ,J� ':f �oPJ� PJ� �oPJ� J� �oPJ�
BDN ZOA 1A (14E19748) BDN ZOA 1B (14E1ABD0)
BDN ZOA 1C (14E1786A) 1 2i below surface
16
14
12
10 n
8 O.
6
4
2
0
MKOAJ Raingauge Slide BDN ZOA A-20
J\ J\ J\
'3PJ� "oPJ�
N
t 6
v
c
o
Z
J -6
L
M -12
a�
L) -18
L
to -24
c
C -30
c�
W.
'3 '�, ,J� ':f �oPJ� PJ� �oPJ� J� �oPJ�
BDN ZOA 1A (14E19748) BDN ZOA 1B (14E1ABD0)
BDN ZOA 1C (14E1786A) 1 2i below surface
16
14
12
10 n
8 O.
6
4
2
0
MKOAJ Raingauge Slide BDN ZOA A-20

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- BDN Zero Order Gauges
@ Transect 1
- Ecotone WM 40
- October 1, 2018 to
December 31, 2018
- One reading per day
�at7:00am
Land Management Group
www.lmgroup.net
a
60
55
50
45
40
35
30
25
20
15
10
5
0
Im
N
s 6
v
c
0
J -6
L
-12
-18
L
N -24
a
c
C -30
c�
Hydrology Assessment
December 2018
O��
MKOAJ Raingauge —90 day total 30% —70%
-36
OG'l. OG'l. OG'l. OG'l. O0' OG'l. OG'l. \OJ \�J \�J \�J \�J \�J OCG OCG OCG OCG OCG OCG
BDN ZOA 1A (14E19748) BDN ZOA 1B (14E1ABD0)
BDN ZOA 1C (14E1786A) 1 2i below surface
8
7
6
5 CD
_n
4 O
3
2
1
0
WKOAJ Raingauge Slide BDN ZOA A-21

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- BDN Zero Order Gauges
@ Transect 2
- Ecotone WM 40
- January 1, 2018 to
March 31, 2018
- One reading per day
�at7:00am
Land Management Group
www.lmgroup.net
a
32
30
28
26
24
22
20
18
16
14
12
10
8
6
4
2
0
Hydrology Assessment
March 2018
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------
---------------
"<ex17,�Sa` �Sa` �Sa` �Sa` �Sa`
,moo' �o' 1h' N`t. NV 10
MKOAJ Raingauge —90 day total 30% —70%
12
N
O
C
0
L
-12
-18
L
a
O -30 -------- ------------
------------------------------------------------
O
c�
-36
��� o' �a� �a� �a�, �a� �a�. �a�
V ,moo' 1`1 Iti� It -I -IV i
8
7
6
5 O
0
4 O
3
2
1
0
=BDN ZOA 2A (14E1973A) =BDN ZOA 213 (14E13E27)
BDN ZOA 2C (14E19656) 12in below surface
MKOAJ Raingauge Slide BDN ZOA B-18

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- BDN Zero Order Gauges
@ Transect 2
- Ecotone WM 40
- April 1, 2018 to
June 30, 2018
- One reading per day
�at7:00am
Land Management Group
www.lmgroup.net
a
32
30
28
26
24
22
20
18
16
14
12
10
8
6
4
2
0
im
N
s 6
v
c
0
J -6
L
-12
-18
L
_
N -24
a
-30
U
36
Hydrology Assessment
MKOAJ Raingauge —90 day total 30% —70%
June 2018
8
7
6
5 CD
_n
4 O
3
2
1
0
�`��OL�L�O�e���a� ���a� ���a� ���a� ���a� ���� No���
FB�BDN ZOA 2A (14E1973A) =BDN ZOA 2B (14E13E27)
DN ZOA 2C (14E19656) 12in below surface
�KOAJ Raingauge Slide BDN ZOA B-19

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- BDN Zero Order Gauges
@ Transect 2
- Ecotone WM 40
-July 1, 2018 to
September 30, 2018
- One reading per day
�at7:00am
Land Management Group
www.lmgroup.net
Hydrology Assessment
a
60
55
50
45
40
35
30
25
20
15
10
5
0
MKOAJ Raingauge —90 day total 30% —70%
im
N
s 6
v
c
0
J -6
L
-12
-18
L
_
N -24
a
-30
U
-36 — - -
=BDN ZOA 2A (14E1973A) =BDN ZOA 213 (14E13E27)
BDN ZOA 2C (14E19656) 12in below surface
September 2018
16
14
12
10 n
8 O.
6
4
2
0
MKOAJ Raingauge Slide BDN ZOA B-20

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- BDN Zero Order Gauges
@ Transect 2
- Ecotone WM 40
- October 1, 2018 to
December 31, 2018
- One reading per day
�at7:00am
Land Management Group
www.lmgroup.net
a
60
55
50
45
40
35
30
25
20
15
10
5
0
M
t 6
V
c
o
Z
J -6
L
M -12
-18
L
_
N -24
a
-30
U
Hydrology Assessment
December 2018
N NO NIb NCO NIb NCO NCO
MKOAJ Raingauge —90 day total 30% —70%
-36 _ — -
�� N NIb NIb NIb NIb NIb NIb NIb NCO N16 NIb NIb
OGti O0OG'l. OG'l. OG'l. OG'l. OG'l. \OJ \�J \�J \�J \�J \�J OCG OCG OeG OCG OCG OCG
FBDN ZOA 2A (14E1973A) =BDN ZOA 213 (14E13E27)
BDN ZOA 2C (14E19656) 12in below surface
8
7
6
5 CD
_n
4 O
3
2
1
0
MKOAJ Raingauge Slide BDN ZOA B-21

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- BDN Zero Order Gauges
@ Transect 4
- Ecotone WM 40
- January 1, 2018 to
March 31, 2018
- One reading per day
�at7:00am
Land Management Group
www.lmgroup.net
a
32
30
28
26
24
22
20
18
16
14
12
10
8
6
4
2
0
im
N
s 6
v
c
0
J -6
L
-12
-18
L
N -24
c
C -30
c�
W.
Hydrology Assessment
March 2018
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------
---------------
"<ex17,�Sa` �Sa` �Sa` �Sa` �Sa`
,moo' �o' 1h' N`t. NV 10
MKOAJ Raingauge —90 day total 30% —70%
Z z
moo,
V 1`111 Ify Nti -IV i
8
7
6
5 CD
0
4 O
3
2
1
0
BDN ZOA 4A (14E18BA2) =t=BDN ZOA 413 (14E173EC)
BDN ZOA 4C (14E19664) 12in below surface
MKOAJ Raingauge Slide BDN ZOA D-18

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- BDN Zero Order Gauges
@ Transect 4
- Ecotone WM 40
- April 1, 2018 to
June 30, 2018
- One reading per day
�at7:00am
Land Management Group
www.lmgroup.net
a
32
30
28
26
24
22
20
18
16
14
12
10
8
6
4
2
0
im
N
s 6
v
c
0
J -6
L
-12
-18
L
N -24
c
C -30
c�
W.
Hydrology Assessment
June 2018
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------------------------------------------------------------
-------------------------
-----------------------------------------------
-------------------------------------- ---------- --- -- ---
---------- ---------------------
----------- ----- ----------
----------------------------------------------------------------
+ + KOAJ Raingauge —90 day total 30% —70%
8
7
6
5 CD
0
4 O
3
2
1
0
FB
DN ZOA 4A (14E18BA2) BDN ZOA 4B (14E173EC)DNZOA4C(14E19664) 12in below surface
OAJ Raingauge Slide BDN ZOA D-19

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
BDN ZOA 413 malfunction, data
gap 8-13 to 9-30
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- BDN Zero Order Gauges
@ Transect 4
- Ecotone WM 40
-July 1, 2018 to
September 30, 2018
- One reading per day
�at7:00am
Land Management Group
www.lmgroup.net
a
60
55
50
45
40
35
30
25
20
15
10
5
0
Hydrology Assessment
September 2018
---- -------------- --------------- F ---
--------------------------------------------------------------------
------ ------
J\ J\ J\ '3PJ� "oPJ� ��'eJ� `fyeJ�
�+ W KOAJ Raingauge —90 day total 30% —70% +H++
+ ++ ++
12
N
s 6
c
�• 0
J -6
L
-12
-18
N -24
c
-30
0
L
;L]
-36-- — - -
N, ��J\ �3 V3 '3 �ro\ 'J\ ':PJc" "ZeJ(2�
BDN ZOA 4A (14E18BA2) BDN ZOA 4B (14E173EC)
BDN ZOA 4C (14E19664) 12in below surface
16
14
12
10 n
$ o'
6
4
2
0
MKOAJ Raingauge Slide BDN ZOA D-20

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- BDN Zero Order Gauges
@ Transect 4
- Ecotone WM 40
- October 1, 2018 to
December 31, 2018
- One reading per day
�at7:00am
Land Management Group
www.lmgroup.net
a
60
55
50
45
40
35
30
25
20
15
10
5
0
im
N
t 6
v
c
o
J -6
L
M -12
a�
L) -18
L
N -24
c
C -30
c�
W.
Hydrology Assessment
December 2018
O��
MKOAJ Raingauge —90 day total 30% —70%
i+ +, +.
8
7
6
5 CD
0
4 O
3
2
1
0
OG'l. OGS OG'l. OG'l. OG'l. OG'l. OG'l.
BDN ZOA 4A (14E18BA2) =tzBDN ZOA 413 (14E173EC)
BDN ZOA 4C (14E19664) 12in below surface
WKOAJ Raingauge Slide BDN ZOA D-21

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- BDS Riparian Gauge 1
- Ecotone WM 40
- January 1, 2018 to
March 31, 2018
- One reading per day
at 7:00 am
a
32
30
28
26
24
22
20
18
16
14
12
10
8
6
4
2
0
im
N
s
6
_
�• 0
J -6
-12
-18
L
N -24
a
_
O -30
U
Hydrology Assessment
March 2018
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------
---------------
"<ex17,�Sa` �Sa` �Sa` �Sa` �Sa`
,moo' �o' 1h' N`t. NV 10
MKOAJ Raingauge —90 day total 30% —70%
-36
,110' ��' Leo' ��' v ,`p' `t�' gyp' �t�' 1' -IV-11' I.0
8
7
6
5 CD
0
-0
4 C�
o'
3
2
1
0
BDS RIP 1 (14E153C4) 12in below surface
Land Management Group
www.lmgroup.net IMKOAJ Raingauge Slide BDS RIP 18

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- BDS Riparian Gauge 1
- Ecotone WM 40
- April 1, 2018 to
June 30, 2018
- One reading per day
at 7:00 am
Land Management Group
www.lmgroup.net
a
32
30
28
26
24
22
20
18
16
14
12
10
8
6
4
2
0
Im
N
s
6
_
�• 0
J -6
-12
-18
L
N -24
_
O -30
U
Hydrology Assessment
June 2018
---------------------------------------------------------------------------
---------
----------------------------------------------i-l- --------=--
-----------------------------
----------------------------------------------------------------
--------------------
id ------
L t ------- _---------------
MKOAJ Raingauge —90 day total 30% —70%
-36
BDS RIP 1 (14E153C4) 12in below surface
8
7
6
5 CD
0
-0
4 C�
o'
3
2
1
0
MKOAJ Raingauge Slide BDS RIP 19

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- BDS Riparian Gauge 1
- Ecotone WM 40
-July 1, 2018 to
September 30, 2018
- One reading per day
at 7:00 am
Land Management Group
www.lmgroup.net
a
60
55
50
45
40
35
30
25
20
15
10
5
0
im
N
s
6
_
�• 0
J -6
M -12
-18
L
N -24
a
_
O -30
U
Hydrology Assessment
September 2018
---- -------------- --------------- F ---
--------------------------------------------------------------------
------ ------
J\ J\ J\ '3PJ� "oPJ� ��'eJ� `fyeJ�
MKOAJ Raingauge —90 day total 30% —70%
36
mBDS RIP 1 (14E153C4) 12in below surface
16
14
12
10 n
8 d
o'
6
4
2
0
MKOAJ Raingauge Slide BDS RIP 20

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- BDS Riparian Gauge 1
- Ecotone WM 40
- October 1, 2018 to
December 31, 2018
- One reading per day
at 7:00 am
Land Management Group
www.lmgroup.net
a
60
55
50
45
40
35
30
25
20
15
10
5
0
Im
N
s
6
_
�• 0
J -6
-12
-18
L
N -24
a
_
O -30
U
Hydrology Assessment
December 2018
O��
MKOAJ Raingauge —90 day total 30% —70%
8
7
6
5 CD
0
-0
4 C�
o'
3
2
1
0
�PG'` oG'` pPG'` 0�p,
BDS RIP 1 (14E153C4) 12in below surface
MKOAJ Raingauge Slide BDS RIP 21

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- BDS Stream Gauges 1 & 2
- Ecotone WM 80
- January 1, 2018 to
March 31, 2018
- One reading per day
at 7:00 am
a
LM
32
30
28
26
24
22
20
18
16
14
12
10
8
6
4
2
0
Hydrology Assessment
March 2018
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------
---------------
"<ex17,�Sa` �Sa` �Sa` �Sa` �Sa`
,moo' �o' 1h' N`t. NV 10
MKOAJ Raingauge —90 day total 30% —70%
36
30
24
18
12 --------- ------------ ---------------------------------------------
6------------------ - ---------------- - - - - --
----
0
-- -
--
6- ------------------------------------ ------------------------
-12
-18 -------- -------------------------------------------------------------
-24-------------------- ------------------------------------------------
-30--------------------
-36
<Z<Z<Z
��-
6
5
4
CD
0
-0
3 CF
O
2
1
0
BDS SG 1 (14E1ABEC) =t=BDS SG 2 (14E1962C)
Land Management Group
www.lmgroup.net 1 2i below surface MKOAJ Raingauge Slide BDS SG 18

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- BDS Stream Gauges 1 & 2
- Ecotone WM 80
- April 1, 2018 to
June 30, 2018
- One reading per day
at 7:00 am
Land Management Group
www.lmgroup.net
a
LM
32
30
28
26
24
22
20
18
16
14
12
10
8
6
4
2
0
36
30
24
18
12
6
0
-6
-12
-18
-24
-30
-36
Hydrology Assessment
June 2018
---------------------------------------------------------------------------
---------
-------------------- ------------------ --------i-1- --------=--
-----------------------------
----------------------------------------------------------------
--------------------
Id ------
L t ------- _---------------
MKOAJ Raingauge —90 day total 30% —70%
BDS SG 1 (14E1ABEC) =t=BDS SG 2 (14E1962C)
6
5
4
CD
0
3 C�
2
1
0
1 2i below surface MKOAJ Raingauge Slide BDS SG 19

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
Monitoring Well Record
- Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- BDS Stream Gauges 1 & 2
- Ecotone WM 80
-July 1, 2018 to
September 30, 2018
- One reading per day
at 7:00 am
(L
4]
60
55
50
45
40
35
30
25
20
15
10
5
0
36
30
24
18
12
6
0
-6
-12
-18
-24
-30
-36
Hydrology Assessment
September 2018
"'C Q, ���Q, ��C-0 P, L� C pp 4
MKOAJ Raingauge —90 day total 30% —70% +
12
10
8
CD
0
6 CF
O
4
2
0
Ib
hPJc" '2� '2�
Land Management Group =t=BDS SG 1 (14E1ABEC) BDS SG 2 (14E1962C)
www.lmgroup.net 1 2i below surface MKOAJ Raingauge Slide BDS SG 20

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- BDS Stream Gauges 1 & 2
- Ecotone WM 80
- October 1, 2018 to
December 31, 2018
- One reading per day
at 7:00 am
Land Management Group
www.lmgroup.net
a
LM
60
55
50
45
40
35
30
25
20
15
10
5
0
36
30
24
18
12
6
0
-6
-12
-18
-24
-30
-36
Hydrology Assessment
December 2018
O��
MKOAJ Raingauge —90 day total 30% —70%
OG'l. OGS OGS OGS OGS OGS OG'l. ��J ��J ��J ��J ��J ��J OCG OCG OCG OCG OCG OCG
BDS SG 1 (14E1ABEC) =t=BDS SG 2 (14E1962C)
6
5
4
CD
3 C�
2
1
0
1 2i below surface MKOAJ Raingauge Slide BDS SG 21

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- BDS Zero Order Gauges
@ Transect 1
- Ecotone WM 40
- January 1, 2018 to
March 31, 2018
- One reading per day
�at7:00am
Land Management Group
www.lmgroup.net
a
32
30
28
26
24
22
20
18
16
14
12
10
8
6
4
2
0
im
N
s 6
v
c
0
J -6
L
-12
-18
L
N -24
a
c
C -30
c�
Hydrology Assessment
March 2018
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------
---------------
"<ex17,�Sa` �Sa` �Sa` �Sa` �Sa`
,moo' �o' 1h' N`t. NV 10
MKOAJ Raingauge —90 day total 30% —70%
-36 _ _ — _ _ – – _ _
N 1O NCO 1Ib
<<Z Fz F��
mac, moo, mac, -I -I- I ti
BDS ZOA 1A (14E1A283) BDS ZOA 1B (14E14242)
BDS ZOA 1C (14E188130) 12in below surface
8
7
6
5
4 O
3
2
1
0
IMKOAJ Raingauge I Slide BDS ZOA 18

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- BDS Zero Order Gauges
@ Transect 1
- Ecotone WM 40
- April 1, 2018 to
June 30, 2018
- One reading per day
�at7:00am
Land Management Group
www.lmgroup.net
a
32
30
28
26
24
22
20
18
16
14
12
10
8
6
4
2
0
Im
Hydrology Assessment
June 2018
---------------------------------------------------------------------------
---------
-------------------- ------------------ --------i-1- --------=--
-----------------------------
----------------------------------------------------------------
--------------------
Id ------
L t ------- _---------------
MKOAJ Raingauge —90 day total 30% —70%
N
v
c
0
J-6 - ----- -- - --- - --- --- -- ------ - - -- ----
L
M -12 -
V-18 ---------------------------------------------------------------------------
cv
L
a
c
O-30 ------------------------------------ ------ - -------------------------
0 EMO
c�
-36
FB��DS
ZOA 1A (14E1A283) BDS ZOA 1B (14E14242)
DS ZOA 1C (14E188130) 1 2i below surface
8
7
6
5 O
_n
-'
4 C�
o'
3
2
1
0
�KOAJ Raingauge Slide BDS ZOA 19

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- BDS Zero Order Gauges
@ Transect 1
- Ecotone WM 40
-July 1, 2018 to
September 30, 2018
- One reading per day
�at7:00am
Land Management Group
www.lmgroup.net
a
Hydrology Assessment
60
55
50
45
40
35
30
25
20
15
10
5
0
September 2018
NI' Ncy
MKOAJ Raingauge —90 day total 30% —70%
12
N
s 6
v
c
0
J -6
L
-12
-18
L
N -24
a
c
C -30
c�
-36
hPJCS, �oPJCS, 0; 0;
BDS ZOA 1A (14E1A283) BDS ZOA 1B (14E14242)
BDS ZOA 1C (14E188130) 12in below surface
16
14
12
10 n
8 O.
6
4
2
0
MKOAJ Raingauge Slide BDS ZOA 20

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- BDS Zero Order Gauges
@ Transect 1
- Ecotone WM 40
- October 1, 2018 to
December 31, 2018
- One reading per day
�at7:00am
Land Management Group
www.lmgroup.net
a
60
55
50
45
40
35
30
25
20
15
10
5
0
Im
N
t 6
v
c
o
Z
J -6
L
M -12
a�
L) -18
L
N -24
c
C -30
c�
Hydrology Assessment
December 2018
N NO NIb NCO NIb NCO NCO
MKOAJ Raingauge —90 day total 30% —70%
-36
N 1O NIb NIb NIb NIb NIb NIb NCO N16 NCO N16
OG'l. OG'l. OG'l. OG'l. OG'l. OG'l. OG'l. \OJ \�J \�J \�J \�J \�J OCG OCG OCG OCG OCG OCG
BDS ZOA 1A (14E1A283) BDS ZOA 1B (14E14242)
BDS ZOA 1C (14E188130) 12in below surface
8
7
6
5
4 O
3
2
1
0
WKOAJ Raingauge Slide BDS ZOA 21

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- HE Reference Gauges
@ Transect 1
- Ecotone WM 40
- January 1, 2018 to
March 31, 2018
- One reading per day
�at7:00am
Land Management Group
www.lmgroup.net
a
32
30
28
26
24
22
20
18
16
14
12
10
8
6
4
2
0
174
N
O
s 6
v
c
0
J -6
L
-12
-18
L
_
N -24
a
O
O -30
U
-36
Hydrology Assessment
March 2018
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------------------------------------------------------------
--------------------------------------------------------------
"<ex17,�Sa` �Sa` �Sa` �Sa` �Sa`
,moo' I fy 1h' N`t. NV 10
MKOAJ Raingauge —90 day total 30% —70%
8
7
6
5 O
0
4 O
3
2
1
0
F�$
SHE REF 1A (14E181394) SHE REF 113 (1130DlCl)
HE REF 1C (1131382D) 12in below surface
MKOAJ Raingauge Slide HE REF A - 21

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- HE Reference Gauges
@ Transect 1
- Ecotone WM 40
- April 1, 2018 to
June 30, 2018
- One reading per day
�at7:00am
Land Management Group
www.lmgroup.net
a
32
30
28
26
24
22
20
18
16
14
12
10
8
6
4
2
0
7:
Hydrology Assessment
June 2018
---------------------------------------------------------------------------
---------
-------------------- ------------------ --------i-1- --------=--
-----------------------------
----------------------------------------------------------------
--------------------
Id ------
L t ------- _---------------
MKOAJ Raingauge —90 day total 30% —70%
N
v
c
0
M -12
-18
L
a
0 -30 ----------------- -------------------
c�
-36
SHE REF 1A (14E181394) SHE REF 113 (1130DlCl)
HE REF 1C (1131382D) 12in below surface
8
7
6
5
C7
4 O
3
2
1
0
MKOAJ Raingauge Slide HE REF A - 22

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- HE Reference Gauges
@ Transect 1
- Ecotone WM 40
-July 1, 2018 to
September 30, 2018
- One reading per day
�at7:00am
Land Management Group
www.lmgroup.net
a
60
55
50
45
40
35
30
25
20
15
10
5
0
Hydrology Assessment
September 2018
-------------------------------------------------------------F
---
----------------------------------------------------------------
----------------------------------------------------------------------
------ ------
-
��.
N�
mKOAJ Raingauge —90 day total 30% —70%
7i
s6 ------------------ ---------------------------------- ------ ----
c.>
c
0
z
>
M -12 - -
V-18 -------- - --------------------------------------- -----------
w
0 -30 ------------------
c�
-36 ' 10. j -
-11b Ib
SHE REF 1A (14E181394) SHE REF 113 (1130DlCl)
HE REF 1C (1131382D) 12in below surface
16
14
12
10 n
8 d
o'
6
4
2
0
MKOAJ Raingauge Slide HE REF A - 23

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- HE Reference Gauges
@ Transect 1
- Ecotone WM 40
- October 1, 2018 to
December 31, 2018
- One reading per day
�at7:00am
Land Management Group
www.lmgroup.net
a
60
55
50
45
40
35
30
25
20
15
10
5
0
17,
Hydrology Assessment
December 2018
N NO 1Ib NCO NIb NCO NCO
MKOAJ Raingauge —90 day total 30% —70%
V
c
0
Z
-'Ir
a�
J-6- --- -------- ------------
> "IL
M -12
a�
L) -18
L
a
0 -30 -------------------
U
-36
OG'l. OG'l. � OG'l. OG'l. O0' OG'l. O0' \OJ \�J \�J \�J \�J \�J OCG OCG OCG OCG OCG OCG
Cp' ``Cp' �� 1C1 �� h -11z
,\ -1: gyp•\ ��, gyp,\ h gyp, �� gyp, ti� gyp,
SHE REF 1A (14E181394) SHE REF 113 (1130DlCl)
HE REF 1C (1131382D) 12in below surface
8
7
6
5
C7
4 O
3
2
1
0
WKOAJ Raingauge Slide HE REF A - 24

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- HE Reference Gauges
@ Transect 2
- Ecotone WM 40
- January 1, 2018 to
March 31, 2018
- One reading per day
�at7:00am
Land Management Group
www.lmgroup.net
a
32
30
28
26
24
22
20
18
16
14
12
10
8
6
4
2
0
17,
O
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a
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U
Hydrology Assessment
March 2018
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------------------------------------------------------------
--------------------------------------------------------------
"<ex17,�Sa` �Sa` �Sa` �Sa` �Sa`
,moo' I fy 1h' N`t. NV 10
MKOAJ Raingauge —90 day total 30% —70%
-36 — -- --
�a�F�$
8
7
6
5 O
0
4 O
3
2
1
0
SHE REF 2A (14E1AD73) SHE REF 213 (14E15738)
HE REF 2C (EBD919A) 12in below surface
MKOAJ Raingauge Slide HE REF B - 21

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- HE Reference Gauges
@ Transect 2
- Ecotone WM 40
- April 1, 2018 to
June 30, 2018
- One reading per day
�at7:00am
Land Management Group
www.lmgroup.net
a
32
30
28
26
24
22
20
18
16
14
12
10
8
6
4
2
0
174
O
t 6
V
c
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Z
a�
J -6
L
M -12
a�
L) -18
L
N -24
a
O
O -30
U
Hydrology Assessment
June 2018
---------------------------------------------------------------------------
---------
-------------------- ------------------ --------i-1- --------=--
-----------------------------
----------------------------------------------------------------
--------------------
Id ------
L t ------- _---------------
MKOAJ Raingauge —90 day total 30% —70%
-36 _
10 �PQ�' �`P�`'
SHE REF 2A (14E1AD73) SHE REF 213 (14E15738)
HE REF 2C (EBD919A) 12in below surface
8
7
6
5 O
C7
4 O.
3
2
1
0
MKOAJ Raingauge Slide HE REF B - 22

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- HE Reference Gauges
@ Transect 2
- Ecotone WM 40
-July 1, 2018 to
September 30, 2018
- One reading per day
�at7:00am
Land Management Group
www.lmgroup.net
a
60
55
50
45
40
35
30
25
20
15
10
5
0
17,
O
t 6
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L
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L
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U
Hydrology Assessment
September 2018
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+ MKOAJ Raingauge —90 day total 30% —70% +4+�
-36 — — — – –
N "J\
SHE REF 2A (14E1AD73) SHE REF 213 (14E15738)
HE REF 2C (EBD919A) 12in below surface
16
14
12
10 n
8 O.
6
4
2
0
MKOAJ Raingauge Slide HE REF B - 23

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
*HE REF 2A malfunction -
data gap 11/9/18 to 12/31/18
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- HE Reference Gauges
@ Transect 2
- Ecotone WM 40
- October 1, 2018 to
December 31, 2018
- One reading per day
�at7:00am
Land Management Group
www.lmgroup.net
a
60
55
50
45
40
35
30
25
20
15
10
5
0
17,
-36
OG'l. OG'l. OG'l. OG'l. OG'l. OG'l. OG'l. \OJ \�J \�J \�J \�J \�J OCG OCG OCG OCG OCG OCG
Cp' `' `Cp' �� �Cp'
SHE REF 2A (14E1AD73) SHE REF 213 (14E15738)
HE REF 2C (EBD919A) 12in below surface
Hydrology Assessment
December 2018
O��
MKOAJ Raingauge —90 day total 30% —70%
----------------------------------------------------------------------------
--------------------------------------------------------------------------
O
t 6
V
0
Z
a�
J -6
L
M -12
a�
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L
------------------------------- -------------------------------------------
N -24
a
-------------------- I ------- LI I --- I - I -----
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U
L -IL L
AU
8
7
6
5 O
C7
4 O
3
2
1
0
WKOAJ Raingauge Slide HE REF B - 24

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- HE Reference Gauges
@ Transect 3
- Ecotone WM 40
- January 1, 2018 to
March 31, 2018
- One reading per day
�at7:00am
Land Management Group
www.lmgroup.net
a
32
30
28
26
24
22
20
18
16
14
12
10
8
6
4
2
0
174
N
O
s 6
v
c
0
J -6
L
M -12
-18
L
_
N -24
a
O
O -30
U
-36
Hydrology Assessment
March 2018
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------
---------------
"<ex17,�Sa` �Sa` �Sa` �Sa` �Sa`
,moo' I fy 1h' N`t. NV 10
MKOAJ Raingauge —90 day total 30% —70%
8
7
6
5 O
0
4 O
3
2
1
0
F�$
SHE REF 3A (14E1A291) SHE REF 313 (EBD390A)
HE REF 3C (11311A04) 12in below surface
MKOAJ Raingauge Slide HE REF C - 21

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- HE Reference Gauges
@ Transect 3
- Ecotone WM 40
- April 1, 2018 to
June 30, 2018
- One reading per day
�at7:00am
Land Management Group
www.lmgroup.net
a
32
30
28
26
24
22
20
18
16
14
12
10
8
6
4
2
0
7:
N
O
s 6
v
c
0
J -6
L
M -12
-18
L
_
N -24
a
O
O -30
U
Hydrology Assessment
June 2018
---------------------------------------------------------------------------
---------
-------------------- ------------------ --------i-1- --------=--
-----------------------------
----------------------------------------------------------------
--------------------
Id ------
L t ------- _---------------
MKOAJ Raingauge —90 day total 30% —70%
-36 _
SHE REF 3A (14E1A291) SHE REF 313 (EBD390A)
HE REF 3C (11311A04) 12in below surface
8
7
6
5 O
C7
4 O
3
2
1
0
MKOA I Raingauge Slide HE REF C - 22

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- HE Reference Gauges
@ Transect 3
- Ecotone WM 40
-July 1, 2018 to
September 30, 2018
- One reading per day
�at7:00am
Land Management Group
www.lmgroup.net
Hydrology Assessment
a
60
55
50
45
40
35
30
25
20
15
10
5
0
MKOAJ Raingauge —90 day total 30% —70%
7i
N
O
s 6
v
c
0
O
J -6
L
M -12
-18
L
_
N -24
O
O -30
U
September 2018
-36 — — — - -
��o �oPJ� �`��� �`��� `��� `��� 4.
SHE REF 3A (14E1A291) SHE REF 313 (EBD390A)
HE REF 3C (11311A04) 12in below surface
16
14
12
10 n
8 O.
6
4
2
0
MKOAJ Raingauge Slide HE REF C - 23

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- HE Reference Gauges
@ Transect 3
- Ecotone WM 40
- October 1, 2018 to
December 31, 2018
- One reading per day
�at7:00am
Land Management Group
www.lmgroup.net
a
60
55
50
45
40
35
30
25
20
15
10
5
0
17,
Hydrology Assessment
December 2018
N NO 1Ib NCO NIb NCO NCO
MKOAJ Raingauge —90 day total 30% —70%
t6 ------------------------------ -------------------- -4411trk-
.9
---
V
0 L Pt
Z
a�
L
a)
12
a�
L) -18
L
a
0 -30 --------- -- ------------------- --- L ------------
0
-36
OG'l. OG'l. OG'l. OG'l. O0' OG'l. O0' \OJ \�J \�J \�J \�J \�J OCG OCG OCG OCG OCG OCG
Cp' `' `Cp' �� 1 C1 �� h -1p,\ -� IV '�( gyp,\ h NQ(
Nb gyp, ti� gyp,
SHE REF 3A (14E1A291) SHE REF 313 (EBD390A)
HE REF 3C (11311A04) 12in below surface
8
7
6
5
C7
4 O
3
2
1
0
WKOAJ Raingauge Slide HE REF C - 24

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- HE Reference Gauges
@ Transect 4
- Ecotone WM 40
- January 1, 2018 to
March 31, 2018
- One reading per day
�at7:00am
Land Management Group
www.lmgroup.net
a
32
30
28
26
24
22
20
18
16
14
12
10
8
6
4
2
0
Hydrology Assessment
March 2018
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------
---------------
"<ex17,�Sa` �Sa` �Sa` �Sa` �Sa`
,moo' I fy 1h' N`t. NV 10
MKOAJ Raingauge —90 day total 30% —70%
-36 — — — -- -- — — —
�a�
8
7
6
5 O
0
4 O
3
2
1
0
SHE REF 4A (14E16337) SHE REF 413 (1130DlCA)
HE REF 4C (14E19637) 12in below surface
MKOAJ Raingauge Slide HE REF D - 26
12
N
O
s
6
v
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0
O
12
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L
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N
-24
a
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V
-36 — — — -- -- — — —
�a�
8
7
6
5 O
0
4 O
3
2
1
0
SHE REF 4A (14E16337) SHE REF 413 (1130DlCA)
HE REF 4C (14E19637) 12in below surface
MKOAJ Raingauge Slide HE REF D - 26

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- HE Reference Gauges
@ Transect 4
- Ecotone WM 40
- April 1, 2018 to
June 30, 2018
- One reading per day
�at7:00am
Land Management Group
www.lmgroup.net
a
32
30
28
26
24
22
20
18
16
14
12
10
8
6
4
2
0
17,
Hydrology Assessment
June 2018
---------------------------------------------------------------------------
---------
-------------------- ------------------ --------i-1- --------=--
-----------------------------
----------------------------------------------------------------
--------------------
Id ------
L t ------- _---------------
MKOAJ Raingauge —90 day total 30% —7021
6 - - - -- -- - - -- - - - - - --- - - - - -- - - - ------ - - --
0
a�
a
MMhdl
-12
a)
V -18 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------------------------ - - - - --
--- -
w
a
0 -30 ------------------------------------
c�
-36
Ib
"b N16 N16
16
16 -116 -116
10
SHE REF 4A (14E16337) SHE REF 413 (1130DlCA)
HE REF 4C (14E19637) 12in below surface
8
7
6
5 CD
C7
4 C�
o'
3
2
1
0
MKOAJ Raingauge Slide HE REF D - 27

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- HE Reference Gauges
@ Transect 4
- Ecotone WM 40
-July 1, 2018 to
September 30, 2018
- One reading per day
�at7:00am
Land Management Group
www.lmgroup.net
0.
60
55
50
45
40
35
30
25
20
15
10
5
0
7
O
t 6
V
c
o
Z
a�
J -6
L
M -12
a�
L) -18
L
N -24
O
O -30
U
W.
Hydrology Assessment
September 2018
------------------------- ----------- F
----------- --- --------------- - - --------- - ------
--------------------------------- ----------- --------
------ ------
FMKOAJ Rainnaune —90 day total 30% —70%
SHE REF 4A (14E16337) SHE REF 413 (1130DlCA)
HE REF 4C (14E19637) 12in below surface
16
14
12
10 n
8 O.
6
4
2
0
MKOAJ Raingauge Slide HE REF D - 28

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- HE Reference Gauges
@ Transect 4
- Ecotone WM 40
- October 1, 2018 to
December 31, 2018
- One reading per day
�at7:00am
Land Management Group
www.lmgroup.net
a
60
55
50
45
40
35
30
25
20
15
10
5
0
7i
O
t 6
V
c
o
Z
a�
J -6
L
M -12
a�
L) -18
L
N -24
a
O
O -30
U
Hydrology Assessment
December 2018
N NO 1Ib NCO NIb NCO NCO
MKOAJ Raingauge —90 day total 30% —70%
k
-36 _
OG'l. OG'l. � OG'l. OG'l. O0' OG'l. O0' \OJ \�J \�J \�J \�J \�J OCG OCG OCG OCG OCG OCG
Cp' ``Cp' �� 1C1 �� h -11z
,\ -1: gyp•\ ��, gyp,\ h gyp, �� gyp, ti� gyp,
SHE REF 4A (14E16337) SHE REF 413 (1130DlCA)
HE REF 4C (14E19637) 12in below surface
8
7
6
5 O
C7
4 O
3
2
1
0
WKOAJ Raingauge Slide HE REF D - 29

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- HE Riparian Gauges 1 & 2
- Ecotone WM 40
- January 1, 2018 to
March 31, 2018
- One reading per day
at 7:00 am
Land Management Group
www.lmgroup.net
a
32
30
28
26
24
22
20
18
16
14
12
10
8
6
4
2
0
1`
N
s
6
c
�• 0
J -6
-12
-18
L
N -24
a
c
-30
c�
Hydrology Assessment
March 2018
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------
---------------
"<ex17,�Sa` �Sa` �Sa` �Sa` �Sa`
,moo' �o' 1h' N`t. NV 10
MKOAJ Raingauge —90 day total 30% —70%
-36
�a� �a� �a� �a� FFFFF�`�`a�,
`co' ��' Leo' ��' t�' `p' `t�' gyp' �t�' 1' `� `1' ��
SHE RIP 1 (14E19BFQ =HE RIP 2 (14E16521)
8
7
6
5 CD
0
-0
4 CF
O
3
2
1
0
1 2i below surface MKOAJ Raingauge Slide HE RIP -18

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- HE Riparian Gauges 1 & 2
- Ecotone WM 40
- April 1, 2018 to
June 30, 2018
- One reading per day
at 7:00 am
Land Management Group
www.lmgroup.net
a
32
30
28
26
24
22
20
18
16
14
12
10
8
6
4
2
0
1`
N
s
6
c
�• 0
J 6
12
18
L
N -24
a
c
-30
c�
Hydrology Assessment
June 2018
---------------------------------------------------------------------------
---------
----------------------------------------------i-l- --------=--
-----------------------------
----------------------------------------------------------------
--------------------
ld ------
L t ------- _---------------
MKOAJ Raingauge —90 day total 30% —70%
0P �P�NPQ�
SHE RIP 1 (14E19BFQ =HE RIP 2 (14E16521)
8
7
6
5 CD
4 C�
3
2
1
0
1 2i below surface MKOAJ Raingauge Slide HE RIP -19

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
wcc.nres.usda.gov)
Monitoring Well Record
- Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- HE Riparian Gauges 1 & 2
- Ecotone WM 40
-July 1, 2018 to
September 30, 2018
- One reading per day
at 7:00 am
Land Management Group
www.lmgroup.net
60
55
50
a 45
d
s 40
S 35
C
c 30
25
'a
d
20
a 15
10
5
0
Ap
IL
6
0
-6
-12
-18
-24
-30
36
Hydrology Assessment
MKOAJ Raingauge —90 day total 30% —70%
SHE RIP 1 (14E19BFQ SHE RIP 2 (14E16521)
September 2018
16
14
12
10
8
6
4
2
0
1 2i below surface MKOAJ Raingauge Slide HE RIP -20
CD
0
-'
O

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- HE Riparian Gauges 1 & 2
- Ecotone WM 40
- October 1, 2018 to
December 31, 2018
- One reading per day
at 7:00 am
Land Management Group
www.lmgroup.net
a
60
55
50
45
40
35
30
25
20
15
10
5
0
1`
N
s
6
c
�• 0
J -6
-12
-18
L
N -24
a
c
-30
c�
Hydrology Assessment
December 2018
O��
MKOAJ Raingauge —90 day total 30% —70%
-36
OG'l. 'P
OG'l. OG'l. OG'l. OG'l. \OJ \�J \�J \�J \�J \�J OCG OCG OCG OCG OCG OCG
N v `' `v '7 , ,
SHE RIP 1 (14E19BFQ =HE RIP 2 (14E16521)
8
7
6
5 CD
0
-'
4 CF
O
3
2
1
0
1 2i below surface WKOAJ Raingauge Slide HE RIP -21

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- HE Stream Gauges 1, 2 &
- Ecotone WM 40 & 80
- January 1, 2018 to
March 31, 2018
- One reading per day
mat 7:00 am
Land Management Group
www.lmgroup.net
a
32
30
28
26
24
22
20
18
16
14
12
10
8
6
4
2
0
1`
N
s 6
v
c
0
J -6
L
-12
-18
L
N -24
a
c
C -30
c�
Hydrology Assessment
March 2018
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------
---------------
"<ex17,�Sa` �Sa` �Sa` �Sa` �Sa`
,moo' �o' 1h' N`t. NV 10
MKOAJ Raingauge —90 day total 30% —70%
-36 - – _ --- –�
<<Z Fz� �`��
1' -IV-IV I�
SHE SG 1 (14E17408) SHE SG 2 (14E181386)
HE SG 3 (14E194BB) 12in below surface
MKOAJ Raingauge
8
7
6
5 CD
C7
4 O
3
2
1
0
Slide HE SG -18

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- HE Stream Gauges 1, 2 &
- Ecotone WM 40 & 80
- April 1, 2018 to
June 30, 2018
- One reading per day
mat 7:00 am
Land Management Group
www.lmgroup.net
a
32
30
28
26
24
22
20
18
16
14
12
10
8
6
4
2
0
1`
N
s 6
v
c
0
J -6
L
-12
-18
L
N -24
a
c
C -30
c�
Hydrology Assessment
June 2018
---------------------------------------------------------------------------
---------
-------------------- ------------------ --------i-1- --------=--
-----------------------------
----------------------------------------------------------------
--------------------
Id ------
L t ------- _---------------
MKOAJ Raingauge —90 day total 30% —70%
-36
F
HE SG 1 (14E17408) SHE SG 2 (14E181386)
HE SG 3 (14E194BB) 12in below surface
8
7
6
5 CD
C7
4 O
3
2
1
0
�KOAJ Raingauge Slide HE SG -19

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- HE Stream Gauges 1, 2 &
- Ecotone WM 40 & 80
-July 1, 2018 to
September 30, 2018
- One reading per day
mat 7:00 am
Land Management Group
www.lmgroup.net
a
60
55
50
45
40
35
30
25
20
15
10
5
0
1`
N
s 6
v
c
0
J -6
L
M -12
-18
7
N -24
a
c
C -30
c�
Hydrology Assessment
September 2018
---- -------------- --------------- F ---
--------------------------------------------------------------------
------ ------
J°� J°� J°� J°� J°� J°� Q, �Q, �Q, �Q, �Q, ,Q,
�Q. �pQ' ��P '6'0 Lie. 3�e p'C��C� �p`� `4 Lp`� `�
mKOAJ Raingauge —90 day total 30% —70%
+ - + -[!� I -t- - - - - - - - - \
�4� ----------------- I ------------------
-36
'3 3�\
SHE SG 1 (14E17408) SHE SG 2 (14E181386)
HE SG 3 (14E194BB) 12in below surface
16
14
12
10 n
8 O.
6
4 v
2
0
IMKOAJ Raingauge I Slide HE SG -20

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- HE Stream Gauges 1, 2 &
- Ecotone WM 40 & 80
- October 1, 2018 to
December 31, 2018
- One reading per day
mat 7:00 am
Land Management Group
www.lmgroup.net
a
60
55
50
45
40
35
30
25
20
15
10
5
0
1`
N
s 6
v
c
0
J -6
L
-12
-18
L
N -24
a
c
C -30
c�
Hydrology Assessment
December 2018
O��
MKOAJ Raingauge —90 day total 30% —70%
8
7
6
5 CD
C7
4 O
3
2
1
0
C� o(� o0� o�� o(� o�� o�
N 0' ��' N Lam' 1L1 ��' t�' `Q' `t� �Q' �t� �Q' t� ,`Q' 11: Ify
SHE SG 1 (14E17408) SHE SG 2 (14E181386)
HE SG 3 (14E194BB) 12in below surface
IMKOAJ Raingauge I Slide HE SG -20

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- HM Riparian Gauge 1
- Ecotone WM 40
- January 1, 2018 to
March 31, 2018
- One reading per day
�, at7:00am
Land Management Group
www.lmgroup.net
a
32
30
28
26
24
22
20
18
16
14
12
10
8
6
4
2
0
1`
N
s
6
c
�• 0
J -6
-12
-18
L
N -24
c
O -30
C7
Hydrology Assessment
March 2018
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------
---------------
"<ex17,�Sa` �Sa` �Sa` �Sa` �Sa`
,moo' �o' 1h' N`t. NV 10
MKOAJ Raingauge —90 day total 30% —70%
-36
V `p' `t�' gyp' �t�' I; 1' -IV-11'
FHM RIP 1 (14E1796C) 12in below surface
MKOAJ Raingauge
8
7
6
5 CD
0
-0
4 C�
o'
3
2
1
0
Slide HM RIP -18

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- HM Riparian Gauge 1
- Ecotone WM 40
- April 1, 2018 to
June 30, 2018
- One reading per day
�, at7:00am
Land Management Group
www.lmgroup.net
a
32
30
28
26
24
22
20
18
16
14
12
10
8
6
4
2
0
1`
N
s
6
c
�• 0
J -6
-12
-18
L
N -24
c
O -30
C7
Hydrology Assessment
June 2018
---------------------------------------------------------------------------
---------
----------------------------------------------i-l- --------=--
-----------------------------
----------------------------------------------------------------
--------------------
id ------
L t ------- _---------------
MKOAJ Raingauge —90 day total 30% —70%
-36 ' – _ m
FHM RIP 1 (14E1796C) 1 2i below surface
8
7
6
5 CD
0
-0
4 C�
o'
3
2
1
0
MKOAJ Raingauge Slide HM RIP -19

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- HM Riparian Gauge 1
- Ecotone WM 40
-July 1, 2018 to
September 30, 2018
- One reading per day
�, at7:00am
Land Management Group
www.lmgroup.net
a
60
55
50
45
40
35
30
25
20
15
10
5
0
1`
N
s
6
c
�• 0
J -6
-12
-18
L
N -24
c
O -30
C7
Hydrology Assessment
September 2018
---- -------------- --------------- F ---
--------------------------------------------------------------------
------ ------
mKOAJ Raingauge —90 day total 30% —70%
-36
FHM RIP 1 (14E1796C) 1 2i below surface
16
14
12
10 n
8 d
o'
6
4
2
0
IMKOAJ Raingauge I Slide HM RIP -20
FHM RIP 1 (14E1796C) 1 2i below surface
16
14
12
10 n
8 d
o'
6
4
2
0
IMKOAJ Raingauge I Slide HM RIP -20

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- HM Riparian Gauge 1
- Ecotone WM 40
- October 1, 2018 to
December 31, 2018
- One reading per day
�, at7:00am
Land Management Group
www.lmgroup.net
a
60
55
50
45
40
35
30
25
20
15
10
5
0
1`
N
s
6
c
�• 0
J -6
-12
-18
L
N -24
c
O -30
C7
Hydrology Assessment
December 2018
O��
MKOAJ Raingauge —90 day total 30% —70%
-36 ' — _ _ _ -- _ _ __ _ - -.
O� O0� O� O� O0 O� O�
FHM RIP 1 (14E1796C) 12in below surface
8
7
6
5 CD
0
-0
4 C�
o'
3
2
1
0
IMKOAJ Raingauge I Slide HM RIP -21

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- HM Stream Gauges 1 & 2
- Ecotone WM 40 & 80
- January 1, 2018 to
March 31, 2018
- One reading per day
�, at7:00am
Land Management Group
www.lmgroup.net
a
32
30
28
26
24
22
20
18
16
14
12
10
8
6
4
2
0
1`
N
s
6
c
�• 0
J -6
-12
-18
L
N -24
c
O -30
C7
Hydrology Assessment
March 2018
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------
---------------
"<ex17,�Sa` �Sa` �Sa` �Sa` �Sa`
,moo' �o' 1h' N`t. NV 10
MKOAJ Raingauge —90 day total 30% —70%
-36 ' - – –_ --
V `p' `t�' gyp' �t�' I; 1' -IV-IV i
=HM SG 1 (14E1608A) =HM SG 2 (14E14306)
1 2i below surface MKOAJ Raingauge
8
7
6
5 CD
0
-0
4 C�
o'
3
2
1
0
Slide HM SG -18

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- HM Stream Gauges 1 & 2
- Ecotone WM 40 & 80
- April 1, 2018 to
June 30, 2018
- One reading per day
�, at7:00am
Land Management Group
www.lmgroup.net
a
32
30
28
26
24
22
20
18
16
14
12
10
8
6
4
2
0
1`
N
s
6
c
�• 0
J -6
-12
-18
L
N -24
c
O -30
C7
Hydrology Assessment
June 2018
---------------------------------------------------------------------------
---------
-------------------- ------------------ --------i-1- --------=--
-----------------------------
----------------------------------------------------------------
--------------------
Id ------
L t ------- _---------------
MKOAJ Raingauge —90 day total 30% —70%
-36 ' _
FHM SG 1 (14E1608A) FHM SG 2 (14E14306)
8
7
6
5 CD
0
-0
4 C�
o'
3
2
1
0
1 2i below surface MKOAJ Raingauge Slide HM SG -19

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
Monitoring Well Record
- Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- HM Stream Gauges 1 & 2
- Ecotone WM 40 & 80
-July 1, 2018 to
September 30, 2018
- One reading per day
�, at7:00am
Land Management Group
www.lmgroup.net
a
Hydrology Assessment
60
55
50
45
40
35
30
25
20
15
10
5
0
MKOAJ Raingauge —90 day total 30% —70%
12
N
s
6
c
�• 0
J -6
-12
-18
L
N -24
c
O -30
C7
September 2018
-36
FHM SG 1 (14E1608A) FHM SG 2 (14E14306)
16
14
12
10 n
8 d
o'
6
4
2
0
1 2i below surface MKOAJ Raingauge Slide HM SG -20
FHM SG 1 (14E1608A) FHM SG 2 (14E14306)
16
14
12
10 n
8 d
o'
6
4
2
0
1 2i below surface MKOAJ Raingauge Slide HM SG -20

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
HM SG 2 malfunction, data gap
10/17 to 11/7 and 11/25 to 12/31
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- HM Stream Gauges 1 & 2
- Ecotone WM 40 & 80
- October 1, 2018 to
December 31, 2018
- One reading per day
�, at7:00am
Land Management Group
www.lmgroup.net
a
60
55
50
45
40
35
30
25
20
15
10
5
0
1`
N
s
6
c
�• 0
J -6
-12
-18
L
N -24
c
O -30
C7
Hydrology Assessment
December 2018
O��
FKOAJ Raingauge —90 day total 30% —70%
-36 _ _ _ — - _ _ _ _ _ -ELM
'P O�� OOO��
=HM SG 1 (14E1608A) =HM SG 2 (14E14306)
8
7
6
5 CD
0
-0
4 C�
o'
3
2
1
0
1 2i below surface MKOAJ Raingauge Slide HM SG -21

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- HM Zero Order Gauges
@ Transect 1
- Ecotone WM 40
- January 1, 2018 to
March 31, 2018
- One reading per day
�at7:00am
Land Management Group
www.lmgroup.net
a
32
30
28
26
24
22
20
18
16
14
12
10
8
6
4
2
0
17,
O
t 6
V
c
o
Z
a�
J -6
L
M -12
a�
L) -18
L
N -24
a
O
O -30
U
Hydrology Assessment
March 2018
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------------------------------------------------------------
--------------------------------------------------------------
"<ex17,�Sa` �Sa` �Sa` �Sa` �Sa`
,moo' �o' 1h' N`t. NV 10
MKOAJ Raingauge —90 day total 30% —70%
-36 — -- --
�a�F�$
8
7
6
5 O
0
4 O
3
2
1
0
FHM ZOA 1A (14E1A14B) FHM ZOA 113 (14E1A1C9)
HM ZOA 1C (14E17413) 12in below surface
MKOAJ Raingauge Slide HM ZOA A-18

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- HM Zero Order Gauges
@ Transect 1
- Ecotone WM 40
- April 1, 2018 to
June 30, 2018
- One reading per day
�at7:00am
Land Management Group
www.lmgroup.net
a
32
30
28
26
24
22
20
18
16
14
12
10
8
6
4
2
0
17,
O
t 6
V
c
o
Z
a�
J -6
L
M -12
a�
L) -18
L
N -24
a
O
O -30
U
Hydrology Assessment
June 2018
---------------------------------------------------------------------------
---------
-------------------- ------------------ --------i-1- --------=--
-----------------------------
----------------------------------------------------------------
--------------------
Id ------
L t ------- _---------------
MKOAJ Raingauge —90 day total 30% —70%
:a
-36 _
10 �PQ�' �`��OL�L�O�e���a� ���a� ���a� ���a� ���a� ���� No���
FHM ZOA 1A (14E1A1413) FHM ZOA 113 (14E1A1C9)
HM ZOA 1C (14E17413) 12in below surface
8
7
6
5 O
0
4 O
3
2
1
0
MKOAJ Raingauge Slide HM ZOA A-19

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- HM Zero Order Gauges
@ Transect 1
- Ecotone WM 40
-July 1, 2018 to
September 30, 2018
- One reading per day
�at7:00am
Land Management Group
www.lmgroup.net
a
60
55
50
45
40
35
30
25
20
15
10
5
0
174
N
O
s 6
v
c
0
J -6
L
M -12
-18
L
_
N -24
O
O -30
U
Hydrology Assessment
MKOAJ Raingauge —90 day total 30% —70%
--------------------- -----
September 2018
-36 — — — - -
�,�� hPJ� oP�� hP�� oPJ� hPJ� oPJ� ���Q, ���Q,
ti ti 3 ti ti
FHM ZOA 1A (14E1A1413) FHM ZOA 113 (14E1A1C9)
HM ZOA 1C (14E17413) 12in below surface
16
14
12
10 n
8 O.
6
4
2
0
MKOAJ Raingauge Slide HM ZOA A-20

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- HM Zero Order Gauges
@ Transect 1
- Ecotone WM 40
- October 1, 2018 to
December 31, 2018
- One reading per day
�at7:00am
Land Management Group
www.lmgroup.net
a
60
55
50
45
40
35
30
25
20
15
10
5
0
17,
O
t 6
V
c
o
Z
a�
J -6
L
M -12
a�
L) -18
L
N -24
a
O
O -30
U
Hydrology Assessment
December 2018
O��
MKOAJ Raingauge —90 day total 30% —70%
-36 _
OG'l. OG\. OG'l. OG'l. OG'l. OG'l. OG'l. �OJ ��J A J
����J ��J OCG OCG OCG OCG OCG OCG
FHM ZOA 1A (14E1A14B) FHM ZOA 113 (14E1A1C9)
HM ZOA 1C (14E17413) 12in below surface
8
7
6
5 O
0
4 O
3
2
1
0
WKOAJ Raingauge Slide HM ZOA A-21

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- HU Reference Gauges 1A,
1B,&1C
- Ecotone WM 40
- January 1, 2018 to
March 31, 2018
- One reading per day
at 7:00 am
Land Management Group
www.lmgroup.net
a
32
30
28
26
24
22
20
18
16
14
12
10
8
6
4
2
0
174
N
O
s 6
v
c
0
J -6
L
-12
-18
L
_
N -24
a
O
O -30
U
Hydrology Assessment
March 2018
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------------------------------------------------------------
--------------------------------------------------------------
"<ex17,�Sa` �Sa` �Sa` �Sa` �Sa`
,moo' I fy 1h' N`t. NV 10
MKOAJ Raingauge —90 day total 30% —70%
.T i
-36 – -- --
�a� F�,�,
8
7
6
5 O
0
4 O
3
2
1
0
=tHU REF 1A (11313CF3) =tHU REF 113 (1131317E)
HU REF 1C (11310FB7) 12in below surface
MKOAJ Raingauge Slide HU REF -21

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- HU Reference Gauges 1A,
1B,&1C
- Ecotone WM 40
- April 1, 2018 to
June 30, 2018
- One reading per day
at 7:00 am
Land Management Group
www.lmgroup.net
a
32
30
28
26
24
22
20
18
16
14
12
10
8
6
4
2
0
17,
Hydrology Assessment
June 2018
---------------------------------------------------------------------------
---------
-------------------- ------------------ --------i-1- --------=--
-----------------------------
----------------------------------------------------------------
--------------------
Id ------
L t ------- _---------------
MKOAJ Raingauge —90 day total 30% —70%
V
c
0
a�
a�
i-6 - -- - - -- -- - - -- ---- ---- - ---- -
M -12
m
V -18
-----------------------------------
---------------------------
w
a
0 -30 ----------------- -------------------
U
-36
�HU REF 1A (11313CF3) =t:HU REF 113 (1131317E)
HU REF 1C (11310FB7) 12in below surface
8
7
6
5 CD
C7
4 C�
o'
3
2
1
0
MKOAJ Raingauge Slide HU REF -22

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- HU Reference Gauges 1A,
1B,&1C
- Ecotone WM 40
-July 1, 2018 to
September 30, 2018
- One reading per day
at 7:00 am
Land Management Group
www.lmgroup.net
a
60
55
50
45
40
35
30
25
20
15
10
5
0
7i
N
O
s 6
v
c
0
J -6
L
-12
-18
L
_
N -24
O
O -30
U
W.
Hydrology Assessment
September 2018
---- -------------- --------------- F ---
--------------------------------------------------------------------
------ ------
mKOAJ Raingauge —90 day total 30% —70%
16
14
12
10 n
8 O.
6
4
2
0
=tHU REF 1A (11313CF3) =tHU REF 113 (1131317E)
HU REF 1C (11310FB7) 12in below surface
MKOAJ Raingauge Slide HU REF -23

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
*HU REF 1C malfunction -
data gap 11/5 to 12/31
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- HU Reference Gauges 1A,
1B,&1C
- Ecotone WM 40
- October 1, 2018 to
December 31, 2018
- One reading per day
at 7:00 am
Land Management Group
www.lmgroup.net
a
60
55
50
45
40
35
30
25
20
15
10
5
0
7:
N
O
s 6
v
c
0
J -6
L
M -12
-18
L
_
N -24
a
O
O -30
U
Hydrology Assessment
December 2018
O��
MKOAJ Raingauge —90 day total 30% —70%
-36 _
OG'l. OG'l. OG'l. OG'l. OG'l. OG'l. OG'l. \OJ \�J \�J \�JOAC OCG OCG OCG
v`' `Cp' �� �Cp'
=t=HU REF 1A (11313CF3) =t:HU REF 113 (1131317E)
HU REF 1C (11310FB7) 12in below surface
8
7
6
5 O
0
4 O
3
2
1
0
WKOAJ Raingauge Slide HU REF -24

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
*HU RIP 1 malfunction -
data gap 2/17/18 to 3/15/18
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- HU Riparian Gauges 1 & 2
- Ecotone WM 40
- January 1, 2018 to
March 31, 2018
- One reading per day
at 7:00 am
Land Management Group
www.lmgroup.net
a
32
30
28
26
24
22
20
18
16
14
12
10
8
6
4
2
0
Hydrology Assessment
March 2018
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------
---------------
"<ex17,�Sa` �Sa` �Sa` �Sa` �Sa`
,moo' �o' 1h' N`t. NV 10
MKOAJ Raingauge —90 day total 30% —70%
12
N
s
c
o
J -6 - ----------------------------------------------- V
----- ------
L
a-+
-12
-18
L
N-24---------------------------------------------------------------------
a
c
L
c�
-36
-4 - I -AL— = I
�`a�,
-1A
=t=HU RIP 1 (14E142F8) =t=HU RIP 2 (14E15643)
8
7
6
5 CD
C7
I --h
4 CF
O
3
2
1
0
1 2i below surface MKOAJ Raingauge Slide HU RIP -18

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- HU Riparian Gauges 1 & 2
- Ecotone WM 40
- April 1, 2018 to
June 30, 2018
- One reading per day
at 7:00 am
Land Management Group
www.lmgroup.net
a
32
30
28
26
24
22
20
18
16
14
12
10
8
6
4
2
0
17,
N
s
6
c
�• 0
J -6
-12
-18
L
N -24
a
c
-30
c�
Hydrology Assessment
June 2018
---------------------------------------------------------------------------
---------
----------------------------------------------i-l- --------=--
-----------------------------
----------------------------------------------------------------
--------------------
ld ------
L t ------- _---------------
MKOAJ Raingauge —90 day total 30% —70%
-36
0P �P�` �NPQ�
=t=HU RIP 1 (14E142F8) =t:HU RIP 2 (14E15643)
8
7
6
5 CD
0
-'
4 CF
O'
3
2
1
0
1 2i below surface MKOAJ Raingauge Slide HU RIP -19

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
*HU RIP 1 malfunction - data
gap 8/30 to 11/7
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- HU Riparian Gauges 1 & 2
- Ecotone WM 40
-July 1, 2018 to
September 30, 2018
- One reading per day
at 7:00 am
Land Management Group
www.lmgroup.net
a
60
55
50
45
40
35
30
25
20
15
10
5
0
1`
N
s
6
c
�• 0
J -6
-12
-18
L
N -24
a
c
-30
c�
Hydrology Assessment
September 2018
---- -------------- --------------- F ---
--------------------------------------------------------------------
------ ------
mKOAJ Raingauge —90 day total 30% —70%
-36
=t=HU RIP 1 (14E142F8) =t=HU RIP 2 (14E15643)
16
14
12
10 n
8 CF
O
6
4
2
0
1 2i below surface MKOAJ Raingauge Slide HU RIP -20
=t=HU RIP 1 (14E142F8) =t=HU RIP 2 (14E15643)
16
14
12
10 n
8 CF
O
6
4
2
0
1 2i below surface MKOAJ Raingauge Slide HU RIP -20

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
*HU RIP 1 malfunction - data
gap 8/30 to 11/7 and 12/30 to
12/31
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- HU Riparian Gauges 1 & 2
- Ecotone WM 40
- October 1, 2018 to
December 31, 2018
- One reading per day
at 7:00 am
Land Management Group
www.lmgroup.net
a
60
55
50
45
40
35
30
25
20
15
10
5
0
i7►
s
6
c
�• 0
J -6
-12
-18
L
N -24
a
c
-30
c�
Hydrology Assessment
December 2018
O��
MKOAJ Raingauge —90 day total 30% —70%
-36
OG'l. 'P
OG'l. OG'l. OG'l. OG'l. \OJ \�J \�J \�J \�J \�J OCG OCG OCG OCG OCG OCG
N v `' `v '7 , ,
=t=HU RIP 1 (14E142F8) =t:HU RIP 2 (14E15643)
8
7
6
5 CD
0
-'
4 CF
O
3
2
1
0
1 2i below surface WKOAJ Raingauge Slide HU RIP -21

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
Monitoring Well Record
- Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- HU Stream Gauges 1, 2 &
- Ecotone WM 80
- January 1, 2018 to
March 31, 2018
- One reading per day
�, at7:00am
Land Management Group
www.lmgroup.net
a
32
30
28
26
24
22
20
18
16
14
12
10
8
6
4
2
0
1`
N
s 6
v
c
0
J -6
L
-12
-18
L
N -24
a
c
C -30
c�
Hydrology Assessment
March 2018
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------------------------------------------------------------
--------------------------------------------------------------
"<ex17,�Sa` �Sa` �Sa` �Sa` �Sa`
,moo' �o' 1h' N`t. NV 10
MKOAJ Raingauge —90 day total 30% —70%
-36 _ – –
�a� FZ, Fz� �`��
1' -IV-IV I�
=t=HU SG 1 (14E182E8) =L=HU SG 2 (14E13D7F)
HU SG 3 (14E18878) 12in below surface
MKOAJ Raingauge
8
7
6
5 CD
C7
4 O
3
2
1
0
Slide HU SG -18

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
Monitoring Well Record
- Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- HU Stream Gauges 1, 2 &
- Ecotone WM 80
- April 1, 2018 to
June 30, 2018
- One reading per day
�, at7:00am
Land Management Group
www.lmgroup.net
a
32
30
28
26
24
22
20
18
16
14
12
10
8
6
4
2
0
1`
N
s 6
v
c
0
J -6
-12
-18
L
N -24
a
c
C -30
c�
Hydrology Assessment
June 2018
---------------------------------------------------------------------------
---------
-------------------- ------------------ --------i-1- --------=--
-----------------------------
----------------------------------------------------------------
--------------------
Id ------
L t ------- _---------------
MKOAJ Raingauge —90 day total 30% —70%
-36 ' – – m —
F
HU SG 1 (14E182E8) �HU SG 2 (14E13D7F)
HU SG 3 (14E18878) 12in below surface
8
7
6
5 CD
4 O
3
2
1
0
�KOAJ Raingauge Slide HU SG -19

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
Monitoring Well Record
- Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- HU Stream Gauges 1, 2 &
- Ecotone WM 80
-July 1, 2018 to
September 30, 2018
- One reading per day
�, at7:00am
Land Management Group
www.lmgroup.net
a
60
55
50
45
40
35
30
25
20
15
10
5
0
Hydrology Assessment
September 2018
-------------------------------------------------------------F
---
----------------------------------------------------------------
----------------------------------------------------------------------
------ ------
-
��.
mKOAJ Raingauge —90 day total 30% —70% +
1`
N
s 6
v
c
0
J -6
L
-12
-18
L
N -24
a
c
C -30
c�
-36
0; 0; (2�
�PJC" �oPJC"
�oPJ(2�
=L=HU SG 1 (14E182E8) =L=HU SG 2 (14E13D7F)
HU SG 3 (14E18878) 12in below surface
16
14
12
10 n
8 O.
6
4
2
0
IMKOAJ Raingauge I Slide HU SG -20

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
Monitoring Well Record
- Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- HU Stream Gauges 1, 2 &
- Ecotone WM 80
- October 1, 2018 to
December 31, 2018
- One reading per day
�, at7:00am
Land Management Group
www.lmgroup.net
a
60
55
50
45
40
35
30
25
20
15
10
5
0
1`
N
s 6
v
c
0
J -6
L
-12
-18
L
N -24
a
c
C -30
c�
Hydrology Assessment
December 2018
O��
MKOAJ Raingauge —90 day total 30% —70%
-36 _
�o �o �o �o �o �o Oo Oo Oo Oo Oo Oo
`'' `�' '7�' 1 �1 ��' t�' gyp- -1:�p-
=t=HU SG 1 (14E182E8) =L=HU SG 2 (14E13D7F)
HU SG 3 (14E18878) 12in below surface
8
7
6
5 CD
C7
4 O
3
2
1
0
IMKOAJ Raingauge I Slide HU SG -21

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- HU Zero Order Gauges
@ Transect 1
- Ecotone WM 40
- January 1, 2018 to
March 31, 2018
- One reading per day
�at7:00am
Land Management Group
www.lmgroup.net
a
32
30
28
26
24
22
20
18
16
14
12
10
8
6
4
2
0
174
N
O
s 6
v
c
0
J -6
L
-12
-18
L
_
N -24
a
O
O -30
U
Hydrology Assessment
March 2018
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------
---------------
"<ex17,�Sa` �Sa` �Sa` �Sa` �Sa`
,moo' �o' 1h' N`t. NV 10
MKOAJ Raingauge —90 day total 30% —70%
-36 — — -- -- — —
�a�F�$
8
7
6
5 O
0
4 O
3
2
1
0
=tHU ZOA 1A (14E14E7B) =tHU ZOA 113 (14E16536)
HU ZOA 1C (14E16F22) 12in below surface
MKOAJ Raingauge Slide HU ZOA A - 18

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- HU Zero Order Gauges
@ Transect 1
- Ecotone WM 40
- April 1, 2018 to
June 30, 2018
- One reading per day
�at7:00am
Land Management Group
www.lmgroup.net
a
32
30
28
26
24
22
20
18
16
14
12
10
8
6
4
2
0
7:
N
O
s 6
v
c
0
J -6
L
M -12
-18
L
_
N -24
a
O
O -30
U
Hydrology Assessment
June 2018
---------------------------------------------------------------------------
---------
-------------------- ------------------ --------i-1- --------=--
-----------------------------
----------------------------------------------------------------
--------------------
Id ------
L t ------- _---------------
MKOAJ Raingauge —90 day total 30% —70%
-36 _
No���
�HU ZOA 1A (14E14E7B) =t:HU ZOA 113 (14E16536)
HU ZOA 1C (14E16F22) 12in below surface
8
7
6
5 O
0
4 O
3
2
1
0
MKOAJ Raingauge Slide HU ZOA A - 19

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
wcc.nres.usda.gov)
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- HU Zero Order Gauges
@ Transect 1
- Ecotone WM 40
-July 1, 2018 to
September 30, 2018
- One reading per day
�at7:00am
Land Management Group
www.lmgroup.net
a
IM
60
55
50
45
40
35
30
25
20
15
10
5
0
Hydrology Assessment
September 2018
�� �� �� Is, ". ". ". ". ". ". ". ". ". ". ". ". ". ".
,J\,J� ,J� ,J� ,J� ,J� J°� J°� J°� J°� J°� J°� �Q, �Q, �Q, �Q, �Q, �Q,
MKOAJ Raingauge —90 day total 30% —70% +
+
12
6 ------------------- --
0
6--- ----------- ----------------------------- -- -- ----------------
-12 IL
-18 -- ---- ------------------------------------- -------------
-24 - -- - --- ----------------------------------------- -- -----------
-30 ------- - -- ------------
-36
N "J\ V'J\ ""0' '0' J\ �� "0' O
=t=HU ZOA 1A (14E14E7B) =t=HU ZOA 113 (14E16536)
HU ZOA 1C (14E16F22) 12in below surface
16
14
12
10
8
6
4
2
0
MKOAJ Raingauge Slide HU ZOA A - 20

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- HU Zero Order Gauges
@ Transect 1
- Ecotone WM 40
- October 1, 2018 to
December 31, 2018
- One reading per day
�at7:00am
Land Management Group
www.lmgroup.net
a
60
55
50
45
40
35
30
25
20
15
10
5
0
17,
O
t 6
V
c
o
Z
a�
J -6
L
M -12
a�
L) -18
L
N -24
a
O
O -30
U
Hydrology Assessment
December 2018
N NO 1Ib NCO NIb NCO NCO
MKOAJ Raingauge —90 day total 30% —70%
-36 _
OG'l. OG'l. � OG'l. OG'l. OG'l. OG'l. OG'l. \OJ \�J \�J \�J \�J \�J OCG OCG OCG OCG OCG OCG
Cp' ``Cp' �� 1C1 �� h -11z
,\ -1: gyp•\ ��, gyp,\ h gyp, �� gyp, ti� gyp,
=t=HU ZOA 1A (14E14E713) =t:HU ZOA 113 (14E16536)
HU ZOA 1C (14E16F22) 12in below surface
8
7
6
5 O
0
4 O
3
2
1
0
WKOAJ Raingauge Slide HU ZOA A - 21

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- HU Zero Order Gauges
@ Transect 2
- Ecotone WM 40
- January 1, 2018 to
March 31, 2018
- One reading per day
�at7:00am
Land Management Group
www.lmgroup.net
a
32
30
28
26
24
22
20
18
16
14
12
10
8
6
4
2
0
174
N
O
s 6
v
c
0
J -6
L
-12
-18
L
_
N -24
a
O
O -30
U
-36
Hydrology Assessment
March 2018
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------
---------------
"<ex17,�Sa` �Sa` �Sa` �Sa` �Sa`
,moo' �o' 1h' N`t. NV 10
MKOAJ Raingauge —90 day total 30% —70%
8
7
6
5 O
0
4 O
3
2
1
0
F�$
=tHU ZOA 2A (14E1609D) =tHU ZOA 213 (14E16081)
HU ZOA 2C (14E15650) 12in below surface
MKOAJ Raingauge Slide HU ZOA B - 18

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- HU Zero Order Gauges
@ Transect 2
- Ecotone WM 40
- April 1, 2018 to
June 30, 2018
- One reading per day
�at7:00am
Land Management Group
www.lmgroup.net
a
32
30
28
26
24
22
20
18
16
14
12
10
8
6
4
2
0
174
Hydrology Assessment
June 2018
---------------------------------------------------------------------------
---------
-------------------- ------------------ --------i-1- --------=--
-----------------------------
----------------------------------------------------------------
--------------------
Id ------
L t ------- _---------------
MKOAJ Raingauge —90 day total 30% —70%
N '
v
c
0
Q
J6--------------------------------------------------------------------
M -12 -
-18
L
'SN'
a
0 -30 - - --------- - - -
--- -------------------
c�
-36
No���
�HU ZOA 2A (14E1609D) =t:HU ZOA 213 (14E16081)
HU ZOA K (14E15650) 12in below surface
8
7
6
5 CD
0
4 O
3
2
1
0
MKOAJ Raingauge Slide HU ZOA B - 19

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- HU Zero Order Gauges
@ Transect 2
- Ecotone WM 40
-July 1, 2018 to
September 30, 2018
- One reading per day
�at7:00am
Land Management Group
www.lmgroup.net
a
60
55
50
45
40
35
30
25
20
15
10
5
0
7i
Hydrology Assessment
September 2018
---- -------------- --------------- F ---
--------------------------------------------------------------------
------ ------
mKOAJ Raingauge —90 day total 30%
s6 ------------------- '-' ------------ ---------- -- -
c.>
0 -
L
M -12
V18 - ---- -- - --------------------------------------------- -----------
w
-30 ------------------
c�------------ j ------- ----------------- -----------
-36
'3PJ� �oP�� ��P�� �oPJ� ��PJ� �oPJ� �`��� �`��� ��`��� -C '
=t=HU ZOA 2A (14E1609D) =t:HU ZOA 213 (14E16081)
HU ZOA 2C (14E15650) 12in below surface
16
14
12
10 n
8 O.
6
4
2
0
MKOAJ Raingauge Slide HU ZOA B - 20

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- HU Zero Order Gauges
@ Transect 2
- Ecotone WM 40
- October 1, 2018 to
December 31, 2018
- One reading per day
�at7:00am
Land Management Group
www.lmgroup.net
a
60
55
50
45
40
35
30
25
20
15
10
5
0
7:
Hydrology Assessment
December 2018
N NO 1Ib NCO NIb NCO NCO
MKOAJ Raingauge —90 day total 30% —70%
- �� -
6 -------- -------------- ---
c -�
J -6 ------ ---------- -
a
-----------------------------------------------------
L
M -12
a�
L) -18
L
a
0 -30 -------------------
c�--------- -- ------------------- --- L ------------
-36
OG'l. OG'l. � OG'l. OG'l. O0' OG'l. O0' \OJ \�J \�J \�J \�J \�J OCG OCG OCG OCG OCG OCG
Cp' ``Cp' �� 1C1 �� h -11z
,\ -1: gyp•\ ��, gyp,\ h gyp, �� gyp, ti� gyp,
=t=HU ZOA 2A (14E1609D) =t:HU ZOA 213 (14E16081)
HU ZOA 2C (14E15650) 12in below surface
8
7
6
5 CD
0
4 O
3
2
1
0
WKOAJ Raingauge Slide HU ZOA B - 21

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- NON RIPARIAN
REFERENCE
- Ecotone WM 40
- January 1, 2018 to
March 31, 2018
- One reading per day
�at7:00am
a
32
30
28
26
24
22
20
18
16
14
12
10
8
6
4
2
0
M
N
s
6
_
�• 0
J -6
-12
-18
N -24
_
O -30
U
Hydrology Assessment
March 2018
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------------------------------------------------------------
---------------------
---------------
"<ex17,�Sa` �Sa` �Sa` �Sa` �Sa`
,moo' �o' 1h' N`t. NV 10
MKOAJ Raingauge —90 day total 30% —70%
-36
,110' ��' Leo' ��' v ,`p' `t�' gyp' �t�' 1' -IV-11' I.0
8
7
6
5 CD
0
-0
4 C�
o'
3
2
1
0
ANON RIP REF (14E1426C) 12in below surface
Land Management Group
www.lmgroup.net IMKOAJ Raingauge Slide NON RIP REF 18

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- NON RIPARIAN
REFERENCE
- Ecotone WM 40
- April 1, 2018 to
June 30, 2018
- One reading per day
�at7:00am
Land Management Group
www.lmgroup.net
a
32
30
28
26
24
22
20
18
16
14
12
10
8
6
4
2
0
Im
N
s
6
_
�• 0
J -6
-12
-18
N -24
a
_
O -30
U
Hydrology Assessment
June 2018
---------------------------------------------------------------------------
---------
----------------------------------------------i-l- --------=--
-----------------------------
----------------------------------------------------------------
--------------------
id ------
L t ------- _---------------
MKOAJ Raingauge —90 day total 30% —70%
-36
e00 1 a0 1 a0 10
ANON RIP REF (14E1426C) 12in below surface
8
7
6
5 CD
0
-0
4 C�
o'
3
2
1
0
MKOAJ Raingauge Slide NON RIP REF 19

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
*Non Rip Ref malfunction -
data gap 9-14 to 11-8
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- NON RIPARIAN
REFERENCE
- Ecotone WM 40
-July 1, 2018 to
September 30, 2018
- One reading per day
at 7:00 am
Land Management Group
www.lmgroup.net
a
60
55
50
45
40
35
30
25
20
15
10
5
0
M
N
t
6
c
�• 0
J -6
-12
-18
N -24
c
O -30
U
Hydrology Assessment
September 2018
------------------------- F
------------ ------------- ...... - ---------- = --------------
---------------------------------- - --------------------- --------
mKOAJ Raingauge —90 day total 30% —70%
36 — — — – –
�J\ �'IJ\ '1J\ �ro'3J\ '3J\ �ro'1J\
ANON RIP REF (14E1426C) 12in below surface
16
14
12
10 n
8 CF
o'
6
4
2
0
MKOAJ Raingauge Slide NON RIP REF 20

Precipitation data obtained
from Albert Ellis Airport
Station - KOAJ
(www.nc-climate.ncsu.edu)
30% & 70% precipitation data
obtained from WETS station
NEW RVR MCAF, NC
1987-2016
(wcc.nres.usda.gov)
*Non Rip Ref malfunction -
data gap 9-14 to 11-8
Monitoring Well Record
Bachelors Delight
Mitigation Bank
- Onslow County, NC
-40-09-168
- NON RIPARIAN
REFERENCE
- Ecotone WM 40
- October 1, 2018 to
December 31, 2018
- One reading per day
at 7:00 am
Land Management Group
www.lmgroup.net
a
Hydrology Assessment
60
55
50
45
40
35
30
25
20
15
10
5
0
December 2018
OGS' OG\: OG\: OG\: OG\: OG\: OG\: �GJ, �GJ, �GJ, �GJ, �GJ, �GJ, OQ'G• OQ'G, OQ'G• OQ'G, OQ'G• OQ,G.
MKOAJ Raingauge —90 day total 30% —70%
Im
N
t
6
c
�• 0
J -6
-12
-18
N -24
c
O -30
U
-36 ' — _ _ _ _ _ _ _ _ – _ .
OG\. OG'l. OG'l. OG'l. OG'l. OG'l. �GJ �GJ �GJ �GJ �GJ �GJ OGG OGG OGG OGG OGG OGG
ANON RIP REF (14E1426C) 12in below surface
8
7
6
5 CD
0
-0
4 CF
o'
3
2
1
0
MKOAJ Raingauge Slide NON RIP REF 21

APPENDIX F -
LONGITUDINAL / CROSS
SECTION SURVEYS

50.00
49.50
49.00
c
48.50
R
48.00
47.50
47.00
10+00.
50.00
49.50
49.00
48.50
48.00
47.50
47.00
14+00.
10+50.
HE -1: Longitudinal Profile - Upstream Reach
Thalweg -CF BankfuII
11+00.
11+50
T T
12+00. 12+50. 13+00. 13+50. 14+00.
Sta. (ft)
HE -1: Longitudinal Profile - Upstream Reach
Thalweg -0- BankfuII
14+50. 15+00. 15+50. 16+00. 16+50. 17+00. 17+50. 18+00.
Sta. (ft)
Minimum
Mean
Max
Bankfull Slope
0.0011
Pool -Pool Spacing (ft)
26
42.2
65.2
Pool Length (ft)
8.4
17.4
26.7
Riffle Length (ft)
10
18.4
35.8
Dmax Riffle
0.4
0.81
1.18
Dmax Pool (ft)
0.64
1.04
1.44

HE -1: LONGITUDINAL PROFILE DATA - UPSTREAM REACH
Sta.
Distance
TW
BKF
10+00.
0.0
48.226
49.239
10+06.48
6.5
48.301
49.190
10+12.44
12.4
48.287
49.107
10+40.66
40.7
48.373
49.232
10+47.35
47.3
48.126
49.315
10+52.52
52.5
48.521
49.528
10+57.57
57.6
48.642
49.039
10+73.05
73.0
48.281
49.208
10+80.73
80.7
48.398
49.406
10+85.
85.0
48.565
49.232
10+92.88
92.9
48.299
49.127
11+13.6
113.6
48.106
49.070
11+22.92
122.9
47.868
48.825
11+29.49
129.5
47.882
48.966
11+34.31
134.3
48.290
49.087
11+54.56
154.6
48.156
49.019
11+65.42
165.4
47.975
49.087
11+71.85
171.8
48.176
48.938
11+78.16
178.2
48.158
48.881
11+93.57
193.6
48.230
48.924
12+06.78
206.8
47.991
48.777
12+14.6
214.6
48.158
48.879
12+21.71
221.7
48.152
48.829
12+38.22
238.2
48.079
48.895
12+48.63
248.6
47.814
48.986
12+58.54
258.5
47.983
48.934
12+67.53
267.5
48.102
48.958
13+03.37
303.4
48.025
48.983
13+15.36
315.4
47.756
48.770
13+21.55
321.5
47.991
48.908
13+28.19
328.2
48.076
48.879
13+47.65
347.7
48.049
48.951
13+56.28
356.3
47.763
48.885
13+65.07
365.1
47.884
48.948
13+70.92
370.9
48.051
48.938
13+88.89
388.9
47.939
48.806
13+98.93
398.9
47.844
48.653
14+04.98
405.0
48.097
48.872
14+10.31
410.3
48.067
48.932
14+28.07
428.1
48.017
48.929
14+34.75
434.8
47.793
48.942
14+40.46
440.5
47.987
48.926
14+46.51
446.5
47.993
48.744
14+71.3
471.3
48.027
48.849
14+81.15
481.2
47.795
48.686
14+85.83
485.8
47.886
48.767
Sta.
Distance
TW
BKF
14+91.57
491.6
47.768
48.639
15+11.8
511.8
47.743
48.715
15+28.55
528.5
47.543
48.565
15+38.54
538.5
47.748
48.705
15+47.83
547.8
47.896
48.542
15+62.62
562.6
47.714
48.593
15+75.28
575.3
47.722
48.359
15+79.58
579.6
47.754
48.774
15+85.56
585.6
47.587
48.769
15+97.74
597.7
47.664
48.604
16+04.58
604.6
47.469
48.535
16+09.32
609.3
47.601
48.509
16+13.76
613.8
47.758
48.627
16+23.76
623.8
47.632
48.589
16+40.42
640.4
47.208
48.347
16+49.41
649.4
47.653
48.498
16+57.45
657.4
47.661
48.448
16+72.3
672.3
47.514
48.542
16+88.26
688.3
47.293
48.541
16+98.92
698.9
47.433
48.498
17+05.37
705.4
47.727
48.602
17+21.3
721.3
47.556
48.498
17+33.99
734.0
47.262
48.182
17+41.66
741.7
47.554
48.310
17+47.62
747.6
47.633
48.373
17+58.61
758.6
47.449
48.344
17+63.47
763.5
47.165
48.607
17+67.06
767.1
47.454
48.376
17+73.77
773.8
47.596
48.534

N
E
Elev.
I Desc.
Sta.
449925.7
24581.56
50.5975
GS
0.00
449918.9
24581,55
50.415
HE X51
6.92
449912.4
2458153
49.797
GS
13-53
409907.5
2458152
49.955
GS
18.46
449903.7
2458152
49.969
TOB
22-33
449902.7
2458152
49.301
BKF{TOW
23-35
409901.8
2458151
49.137
CS
24-25
409901
2458151
49.411
CS
25.10
4099130.2
2458151
49.1
T
25-86
449899.7
2458151
49.286
CS
26-39
409898.4
2458151
49.595
BKFfTOW
27-77
409897.4
2458151
49.994
TOB
28.75
409891.7
2458149
49.733
GS
34.58
409886.3
2458148
49.977
GS
40-11
409884.9
2458147
54.314
GS
45-57
449875.8
2458145
50.573
GS
50-74
449871.3
2458145
50.878
1 HE XS1
55.39
409863.5
2458144
54.7905
1 GS
63-28
N
E
Elev.
I Desc.
Sta.
409743.1
2458730
49.899
HEXS2
0.00
409735.5
2458723
49.126
GS
10.18
409731.7
2458720
48.866
GS
15.39
449729.2
2458718
49.16
TOB
18.73
409728.7
2458717
48.566
BKFfTOW
19.51
409727.9
2458716
48.18
CS
20.65
409727.5
2458715
47.917
T
21.17
409727
2458716
47.835
GS
21.80
409726.4
2458715
48.218
CS
22.58
409725.2
2458714
48.643
BKF/TOW
24.17
409724.5
2458713
48.929
TOB
25.04
409724.4
2458709
48.851
GS
30.75
409716.3
2458705
48.992
GS
36.43
409712.1
2458702
49.254
GS
42.01
409708
2458698
49.457
GS
47.58
449745.3
2458696
49.678
HEXS2
5131
N
E
Elev. I Desc.
Sta.
409454.5
2459241
49.3511 xs3 gs
0
409442.1
2459228
48.6565 xs3 gs
17.45669
449426.1
2459212
48.0671 xs3 gs
40.06071
409415.2
2459203
47.7393 x53 gs
53.96843
409448.5
2459195
47.564 HE-XS3
64.73824
409404.7
2459191
47.605 GS
74.1469
449401.1
2459188
47.572 GS
75.4495
409399.5
2459186
47.771 TOB
77.35958
409398.9
2459186
47.54 BKFJTOW
78.21445
409398.3
2459185
47.058 CS
79.04471
449397.8
2459185
46.592 CS
79.71074
449397.2
2459184
46.746 CS
80.47809
409396.9
2459184
46.724 T
84.98204
449396.6
2459183
46.864 CS
81.4473
4093%
2459183
47.197 CS
82.21389
449395.4
2459182
47.534 BKF{TOW
83.12746
409394.6
2459181
47.64.5 TOB
84.31957
409391.2
2459178
47.71 GS
89.42612
409388.4
2453175
47.654 GS
92.96404
409386.3
2459173
47.444 HE-XS3
96.45686
409378.5
2459165
47.5907 xs3 gs
107.4302
409367.1
2459154
47.9855 xs3gs
123.4955
409364
2459147
48.8462 xs3 gs
133.0997
HE -1 - XS 1 - Riffle (Upstream Reach)
-cross section fpa bkf--------- If low bank --------- rt low bank
51
50.5
E 50
C
O
X49:5
Lu
49
48.5
Channel @ HE -1: XS 1
50-5
50
-495
0 49
w 48-5
48
47-5
0
HE -1 - XS 2 - Pool (Upstream Reach)
-cross section -fpa bkf--------- If bk ht --------- rt bk ht
10 20
30 40 50 60
Width (ft)
Bankfull Dimensions
Width (ft)
1.9 x -section area (ft.sq.)
Bankfull
Dimensions
Flood Dimensions
1.6
x -section area (ft -sq -)32.5
W flood prone area (ft;
4.7
Width (ft)
6.9 entrenchment ratio
14
low bank height ratio
1.1 law bank height ratio
1.0 low bank height (ft)
0.3
mean depth I'ft;l
1.8 low bank height ratio
0.6
max depth (ft)
4.9
Wetted parimeter (ft)
0.3
hyd radi (ft)
14.2
Width -death ratio
HE -1 - XS 2 - Pool (Upstream Reach)
-cross section -fpa bkf--------- If bk ht --------- rt bk ht
10 20
30 40 50 60
Width (ft)
Bankfull Dimensions
Flood Dimensions
1.9 x -section area (ft.sq.)
41.5
W flood prone area (ft;
4.7 width (ft)
8.9
entrenchment ratio
0.4 mean depth (ft)
1 1
low bank height (ft)
0.8 max depth (ft)
14
low bank height ratio
4.9 wetted parimeter (ft)
0.4 hyd radi (ft)
11.3 width -depth ratio
Channel @ HE -1: XS 2
HE -1 : XS 3 - Riffle (Upstream Reach)
cross section fpa bkf--------- If bk ht --------- rt bk ht
49.5
49
48.5
vOt
c
48
Lu 47.5
----- - ------------ -
47
46.5
0 20 40 60 80 100 120 140
Width (f)
Channel @ HE -1: XS 3
Bankfull
Dimensions
Flood Dimensions
2.5
x -section area (ft.sq.)
99.6 W flood prone area (ft;
4.9
width (ft)
20.3 entrenchment ratio
0.5
mean depth (ft)
1.0 low bank height (ft)
0.8
max depth (ft)
1.1 law bank height ratio
5.3 wetted parimeter (ft)
0.5 hyd radi (ft)
9.4 width-deuth ratio

Bachelors Delight Stream and Wetland Mitigation Bank
Yr05 Monitoring Report
HE-1: Upstream Reach Data Summary
Bachelors Delight Stream and Wetland Mitigation Site
Year 05 Monitoring
Parameter
Baseline
MY-1
MY-2
MY- 3
MY- 4
MY- 5
Dimension and Substrate - Riffle only
Min
Mean
Max
Min
Mean
Max
Min
Mean
Max
Min
Mean
Max
Min
Mean
Max
Min
Mean
Max
Rosgen Classification
E5
C5
C5
E5
E5
Bankfull Width (ft)
5.88
5.98
6.07
5
5.4
5.8
5.5
5.8
6.1
5.6
5.9
6.2
4.4
4.9
5.3
4.7
4.8
4.9
Floodprone Width (ft)
30.93
35
>35
32.8
37.85
>42.9
32
35.5
>39
48.1
83.5
118.9
39.6
73.5
107.4
32.5
66.1
99.6
Bankfull Mean Depth (ft)
0.52
0.54
0.56
0.3
0.38
0.4
0.3
0.4
0.5
0.4
0.53
0.6
0.5
0.55
0.6
0.3
0.43
0.5
Bankfull Max Depth (ft)
0.89
0.89
0.89
0.6
0.65
0.7
0.6
0.85
1.1
0.7
0.9
1
0.7
0.8
0.9
0.6
0.7
0.8
Bankfull Cross Sectional Area (ftz)
3.16
3.23
3.29
1.6
2.1
2.5
1.9
2.5
3.1
2.5
3.1
3.8
2
2.55
3.1
1.6
2.1
2.5
Width/Depth Ratio
10.5
11.09
11.67
13.6
14.2
15.2
11.9
13.95
16
10.2
11.2
12.7
9.1
9.35
9.6
9.4
11.3
14.2
Entrenchment Ratio
5.26
5.5
>5.9
6.6
7.4
> 8.2
5.3
6.25
> 7.2
8.1
14.1
20.1
8.9
14.6
20.3
6.8
13.7
20.7
Bank Height Ratiol
1
1
1
1
1
1.1
1
1
1
0.8
0.8
0.8
1.1
1.15
1.2
1.4
1.4
1.4
Profile
Bankfull Slope (ft/ft)
0.0008
0.0012
0.0012
0.0011
0.0009
0.0011
Pool - Pool Spacing (ft)
32.4
46.23
67.1
31.6
42.4
65.8
26.7
42.6
64.7
25.5
42.2
63.6
25
42.3
63
26
42.2
65.2
Pool Length (ft)
16
25.2
36.3
17.1
25.5
33.9
12.5
22.7
35.5
13.6
26.1
37.7
11.7
23.1
34.6
8.4
17.4
26.7
Riffle Length (ft)
8.8
17.3
37.9
9.6
18
36.4
11.3
20.1
36.4
8.6
16.6
36.6
10.1
19.5
36.9
10
18.4
35.8
Dmax Riffle (ft)
0.8
0.9
1
0.7
0.8
0.9
0.7
0.9
1.1
0.7
0.9
1
0.5
0.8
1
0.4
0.8
1.2
Dmax Pool (ft)
1
1 1.23 1
1.5
0.7
1
1.2
0.9
1.1
1.4
0.9
1.1
1.3
0.7
1
1.3
0.6
1
1.4
Pattern
Channel Beltwidth (ft)
Beltwidth to Bankfull Width (ft/ft)
Radius of Curvature (ft)
Rc:Bankfull width (ft/ft)
Meander Wavelength (ft)
14
2.34
0
54
21.52
3.6
15
2.51
68.9
30
5.02
0
87
Pattern data will not typically be collected unless visual data,
dimensional data or profile data indicate significant shifts from
baseline
Wavelength to Bankfull Width (ft/ft)
9.04
1 11.53 1
14.56
Shaded cells indicate that these will typically not be filled in.
Bachelors Delight Stream and Wetland Mitigation Bank
Yr05 Monitoring Report

42.0
41.5
41.0
$ 40.5
40.0
39.5
39.0
W 38.5
38.0
37.5
37.0
HE -1: Longitudinal Profile - Downstream Reach
Thalweg -0-Bank-full
10+00. 10+50. 11+00. 11+50. 12+00. 12+50. 13+00. 13+50. 14+00.
Sta. (ft)
HE -1: Longitudinal Profile - Downstream Reach
Mean
Thalweg BankfUll
40.0
39.5
39.0
15.5
38.5
66.6
$
38.0
3.5
20.1
43.2
37.5
1.3
11.3
18
37.0
1.18
1.82
2.44
w 36.5
0.8
1.33 1
2.06
36.0
35.5
35.0
14+00.
14+50. 15+00. 15+50. 16+00. 16+50. 17+00. 17+50. 18+00.
Sta. (ft)
Minimum
Mean
Max
Bankfull Slope
0.0042
Pool -Pool Spacing (ft)
15.5
39.1
66.6
Pool Length (ft)
3.5
20.1
43.2
Riffle Length (ft)
1.3
11.3
18
Dmax Riffle
1.18
1.82
2.44
Dmax Pool (ft)
0.8
1.33 1
2.06

Sta.
10+00.
10+05.7
10+20.33
10+35.54
10+51.29
10+59.62
10+71.87
10+77.62
10+82.2
10+89.16
10+96.5
11+01.59
11+08.
11+10.54
11+18.84
11+30.53
11+37.82
11+45.02
11+52.44
11+64.51
11+76.4
11+81.25
11+91.85
11+93.12
11+94.81
11+96.6
11+99.54
12+08.61
12+19.81
12+31.54
12+38.56
12+49.63
12+56.01
12+62.23
12+66.05
12+70.21
12+78.47
12+90.31
12+97.51
13+11.
13+23.63
13+34.06
13+38.63
13+49.2
13+63.66
Distance
0.0
5.7
20.3
35.5
51.3
59.6
71.9
77.6
82.2
89.2
96.5
101.6
108.0
110.5
118.8
130.5
137.8
145.0
152.4
164.5
176.4
181.3
191.8
193.1
194.8
196.6
199.5
208.6
219.8
231.5
238.6
249.6
256.0
262.2
266.1
270.2
278.5
290.3
297.5
311.0
323.6
334.1
338.6
349.2
363.7
HE -1: LONGITUDINAL PROFILE
TW BKF
TW
39.690 40.893
380.0
39.754 41.482
39.572 40.988
38.849 40.681
39.268 40.294
39.146 40.404
39.108 40.844
38.731 40.887
39.272 41.006
39.465 40.941
38.837 40.792
38.889 40.707
39.150 40.713
39.296 40.894
38.906 40.632
38.978 40.155
39.076 40.371
38.845 40.509
39.502 40.302
38.878 40.729
38.523 40.805
38.742 40.473
38.882 40.394
39.555 40.405
37.609 39.817
38.412 40.009
38.309 40.366
38.400 39.985
38.468 40.001
38.580 39.759
38.580 40.047
38.613 39.884
37.991 39.976
38.261 39.746
38.626 40.078
38.282 39.839
37.934 39.226
38.031 39.393
38.414 39.434
37.848 39.376
37.647 39.762
37.332 39.500
37.882 39.744
38.519 39.558
37.958 39.486
DATA - DOWNSTREAM REACH
Sta.
Distance
TW
13+80.02
380.0
37.2
13+88.19
388.2
37.4
13+96.19
396.2
38.3
14+14.2
414.2
37.9
14+20.17
420.2
37.6
14+26.79
426.8
37.7
14+30.97
431.0
37.8
14+41.68
441.7
37.9
14+50.65
450.6
37.3
14+58.37
458.4
37.7
14+62.41
462.4
37.9
14+74.27
474.3
37.5
14+87.57
487.6
37.3
15+02.23
502.2
37.3
15+12.87
512.9
37.6
15+17.21
517.2
39.0
15+24.7
524.7
37.1
15+43.37
543.4
36.9
15+55.91
555.9
37.3
15+63.11
563.1
37.3
15+78.14
578.1
37.0
15+96.18
596.2
37.1
16+21.38
621.4
36.9
16+28.05
628.1
37.2
16+44.77
644.8
36.7
16+60.17
660.2
36.4
16+68.01
668.0
36.9
16+83.6
683.6
37.4
16+95.68
695.7
37.0
17+04.78
704.8
35.8
17+15.11
715.1
36.5
17+22.69
722.7
36.7
17+33.09
733.1
36.1
17+44.81
744.8
36.0
17+53.66
753.7
36.3
17+63.3
763.3
37.3
17+64.97
765.0
35.4
17+70.
770.0
35.5
BKF
27 38.866
76 39.045
00 39.186
51 39.119
00 39.120
05 39.136
32 39.133
10 39.086
37 38.973
20 38.754
27 39.028
69 39.161
83 39.160
96 38.896
82 39.112
70 39.131
94 38.770
67 38.565
29 38.281
93 38.516
56 38.570
21 38.651
33 38.780
93 38.699
58 38.531
34 38.149
16 37.980
53 38.333
57 38.252
36 38.280
18 38.038
21 38.048
09 38.129
81 37.729
09 37.773
74 37.826
34 37.519
05 37.785

N
E
Elev.
I Desc.
Sta.
404445.3
2459825
43.2
HE -X54
4
449440.7
2459824
42.95
GS
4.574409
409036
2454823
43.121
GS
9.459747
409032.1
2459822
42.986
TOB
13.44576
449430.1
2459822
42.711
BKF/TOWj 15.51334
449428.6
2459822
42.139
CS
17.05638
449427.1
2459821
41.724
CS
18.54255
449026
2459821
41.346
CS
19.6751
409025.2
2459821
41.041
CS
20.52115
449424.6
2459821
40.871
T
21.1686
404423.8
2459821
41.292
CS
21.91091
409023.2
2459821
41.804
CS
22.62191
409022.4
2459820
42.641
BKF/TOW 23.37518
409020.8
2459820
42.661
TOB
25.05935
409418.4
2459820
42.492
GS
27.47698
409015.6
2459819
42.601
HE -X54
30.37149
N
E
Elev.
Dem.
Sta.
448670.1
2460794
38.719
HE -X55
0
408671.3
2460790
38.721
GS
3.951044
408673
2464785
38.62
GS
8.787773
408674.5
2460781
38.698
GS
13.4704
408675.2
2460779
38.705
TOB
15.61694
408676
2460777
38.191
BKF
17.90338
408676.4
2460776
37.933
CS
19.04839
408676.6
2450775
37.785
CS
19.78614
408676.7
2460775
37.161
CS
20.26187
408676.9
2460774
36.695
CS
20.77332
408677
2460774
36.506
T
21.L5879
408677.1
2464773
36.772
CS
21.65686
408677.4
2460773
37.816
CS
22.29329
408677.7
2460772
38.144
BKF
22.76716
408677.9
2460771
38.214
TOB
23.73475
408679.5
2460767
38.482
GS
28.42664
408681.1
2464762
38.529
GS
33.28841
408682.4
2460758
38.631
GS
37.3340$
408683.6
2460755
38.709
HE -X55
40.8127
N
E
Elev.
I Desc.
Sta.
448488.1
2461153
35.79
HE -X56
0
448483.6
2461154
35.847
GS
4.464825
408479.4
2461154
35.988
GS
8.584787
448474.7
2461154
36.17
GS
13.40037
408470.6
2461154
36.223
TOB
17.5066
408468.8
2461154
35.663
BKF/TOW 19.26298
448467
2461154
35.248
CS
21.12279
408466.3
2461154
34.93
CS
21.83427
408455.7
2461154
34.5
CS
22.35957
408465.4
2461154
34.185
T
22.73701
408464.6
24511-54
34.295
CS
23.46499
408463.7
24511-54
34.678
CS
24.39062
408462.9
2451154
35.712
BKF{TOW 25.19383
408451.6
2461154
36.002
TOB
26.52882
408457
2461154
36.301
GS
31.05434
408453.1
2461155
36.983
HE-XS5
34.9984
43.5
43
42.5
C
42
d
w41.5
41
40.5
HE -1 - XS 4 - Pool (Downstream Reach)
-cross section fpa bkf--------- If low bank --------- rt low bank
0 5 10
El -.tion {ft)
Channel @ HE -1: XS 4
15 20
Width (ft)
Bankfull Dimensions
7.8
x -section area (ft
7.9
width (ft)
1.0
mean depth (ft)
1.8
max depth (ft)
8.8
wetted perimeter
0.9
hyd radi (ft)
8.0
width -depth ratio
25 30 35
Flood Dimensions
- W flood prone area (ft;
- entrenchment ratio
1-8 low bank height (ft)
1.0 low bank height ratio
HE -1 : XS 5 - Riffle (Downstream Reach)
- cross section -fpa bkf--------- If bk ht --------- rt bk ht
40.5
40
39.5
39
38.5
0
38
w 37.5
37
36.5
36
37.5
37
36.5
36
0
} 35.5
LU
35
34.5
34
Channel @ HE -1: XS 5
. .� ..1,1
Bankfull Dimensions
FlcmDd Dimensions
3.4 x -section area (ft.sq)
40-8
W flood prone area (ft;
4.9 width (ft)
8-4
entrenchment ratio
0.7 mean depth (ft)
1-7
low bank height (ft)
1.7 max depth (ft)
1-0
low bank height ratio
6.2 wetted parimeter (ft)
0.6 hyd radi (ft)
6.9 width -tenth ratio
HE -1 : XS 6 -Pool (Downstream Reach)
-cross section fpa bkf--------- If bk ht --------- rt bk ht
0 5 10
Channel @ HE -1: XS 6
15 20 25
Width (ft)
Bankfull Dimensions
4-6 x -section area (ft.sq.)
5-9 width (ft)
0.8 mean depth (ft)
1-5 max depth (ft)
6.9 wetted parimeter (ft)
0-7 hyd radi (ft)
7-7 width -depth ratio
30 35 40
Flood Dimensions
- W flood prone area (ft;
- entrenchment ratio
2-0 law bank height (ft)
1-3 low bank height ratio

Bachelors Delight Stream and Wetland Mitigation Bank
Year 05 Monitoring Report
HE-1: Downstream Reach Data Summary
Bachelors Delight Stream and Wetland Mitigation Site
Year 05 Monitorin
Parameter
Baseline
MY-1
MY-2
MY-3
MY-4
MY-5
Dimension and Substrate - Riffle only
Min
I Mean I
Max
Min
Mean Max Min
Mean
Max Min
Mean
Max
Min
Mean
Max
Min
Mean
Max
Rosgen Classification
E5
C5
C5
E5
E5
E5
Bankfull Width (ft)
8.33
6.60
7.7
7.2
5.6
4.9
Floodprone Width (ft)
>40.98
>40.98
>40.9
>40.9
>40.9
>40.8
Bankfull Mean Depth (ft)
0.64
0.44
0.6
0.7
0.7
0.71
Bankfull Max Depth (ft)
1.24
1.16
1.4
1.6
1.4
1.71
Bankfull Cross Sectional Area (ft)
5.32
2.90
4.4
4.8
3.7
3.4
Width/Depth Ratiol
1 13.02 1
1 15.10 1 1
13.3
1
10.78.4
6.9
Entrenchment Ratio
>4.95 1
>6.2
>5.3
>5.7
>7.3
>8.4
Bank Height Ratio
1 1.00 1
1.00
1
1
1.1
1
Profile
Bankfull Slope (ft/ft)
0.0015
0.0038
0.0039
0.0041
0.0036
0.0042
Pool - Pool Spacing (ft)
12.30
32.80
71.50
10.1
35.2 76.3 19.3
39.9
61.8 16.2
39.8
63.7
16
42.4
59.2
15.5
39.1
66.6
Pool Length (ft)
12.90
23.60
43.60
3.1
8.2 21.9 1 13.4
26.4
46.1 11.7
25
43.8
8
1 31.4
45.1
3.5
20.1
43.2
Riffle Length (ft)
6.70
17.20
19.20
6.1
11.6 23.4 5.9
13.4
28.5 1 3.5
14.5
24.8
1.4
11.2
21.9
1.3
11.3
18
Dmax Riffle (ft)
1.00
1.20
1.37
0.55
1.03 1.76 0.63
1.22
1.77 0.65
1.22
1.86
0.5
1.18
1.84
0.8
1.33
2.06
Dmax Pool (ft) 1.24
Patter
Channel Beltwidth (ft) 7.00
Beltwidth to Bankfull Width (fUft) 0.84
Radius of Curvature (ft)
Rc:Bankfull width (f /ft) 0.00
Meander Wavelength (ft) 52.00
1 1.64
19.65
2.36
22.50
2.70
78.30
1.86
34.00
4.08
0.00
91.00
0.86
1.33 2.11 1.14
1.8
2.09 1.49 1.95 1 2.71 1.43 1.88 2.6
Pattern data will not typically be collected unless visual data,
dimensional data or profile data indicate significant shifts from
baseline
1.18
1.82
2.44
Wavelength to Bankfull Width (fUft)l
6.24
1 9.40 1
10.92
OShadedells indicate that these will typically not be filled in.
IN
Bachelors Delight Stream and Wetland Mitigation Bank
Year 05 Monitoring Report

Dimension and substrate
Based on current bankfull elevation
Bankfull Width
Floodprone Width
Bankfull Mean Depth
Bankfull Max Depth
Bankfull Cross Sectional Area I
Bankfull Width/Depth Ri
Bankfull Entrenchment R�
Bankfull Bank Height R�
Dimension and substrate
Based on current bankfull elevation
Bankfull Width
Floodprone Width
Bankfull Mean Depth
Bankfull Max Depth
Bankfull Cross Sectional Area I
Bankfull Width/Depth Ri
Bankfull Entrenchment R�
Bankfull Bank Height R�
Bachelors Delight Stream and Wetland Mitigation Bank
Year 05 Monitoring Report
HE -1: Dimensional Morphology Summary (Dimensional Parameters - Cross Section)
Bachelors Delight Stream and Wetland Mitigation Bank
Year 05 Monitorina
Cross Section 1 (Riffle)
Base
MY1 I
MY2
MY3 I
MY4
6.07
5.8
5.5
5.6
4.4
> 35
>42.9
39
48.1
39.6
0.52
0.4
0.3
0.4
0.5
0.89
0.7
0.6
0.7
0.7
3.16
2.5
1.9
8.1
6.2
11.67
13.6
16
12.7
9.6
5.90
8.2
7.2
1
1
1.00
1.1
1
1
1.2
Cross Section 4 (Pool)
Base
MY1 I
MY2
MY3 I
MY4
10.29
9.6
9.3
9.5
8.1
30.37
0.4
1.28
1.1
1.2
0.97
0.8
0.9
0.9
0.8
1.76
1.7
1.6
1.7
1.4
10
8.1
8.2
8.1
6.2
10.61
11.4
10.7
11.1
10.7
2.95
1.00
1.1
1
1
1
1
1
1
1.2
Cross Section 2 (Pool)
Base MY1 MY2 MY3 MY4 MY5
6.71 6.2 5.9 5.9 4.8 4.7
> 35
Cross Section 5 (Riffle)
MY2
Base
MY1
MY2
0.64
0.6
0.6
0.6
0.6
0.4
1.28
1.1
1.2
1.1
0.9
0
4.30
3.7
3.7
3.3
2.8
8
10.48
10.6
9.6
10.3
8
11.3
5.90
1.4
1.7
5.32
2.9
4.4
1.00
1.1
1
1
1.2
1.4
Cross Section 3 (Riffle)
Base
Cross Section 5 (Riffle)
MY2
Base
MY1
MY2
MY3
MY4
MY5
8.33
6.6
7.7
4.8
5.6
4.9
>40.98
>40.9
>40.9
>40.9
>40.9
>40.8
0.64
0.4
0.6
0.7
0.7
0.7
1.24
1.2
1.4
1.6
1.4
1.7
5.32
2.9
4.4
4.8
3.7
3.4
13.02
15.1
13.3
10.7
8.4
6.9
4.92
6.2
5.3
5.7
7.3
8.4
1
1
1
1
1.1
1
Cross Section 3 (Riffle)
Base
MY1
MY2
MY3
MY4
5.88
5
6.1
6.2
5.3
>30.93
>32.8
>32
118.9
107.4
0.56
0.3
0.5
0.6
0.6
0.89
0.6
1.1
1
0.9
3.29
1.6
3.1
3.8
3.1
10.50
15.2
11.9
10.2
9.1
5.26
6.6
5.3
19
20.3
1.00
1
1
0.7
1.1
Cross Section 6 (Pool)
Base
MY1
MY2
MY3
MY4
8.74
7.9
8
8.1
6.3
35.84
0.81
0.6
0.8
0.8
0.8
1.52
1.2
1.6
1.7
1.6
7.1
5.2
6.2
6.3
4.9
10.79
12.2
10.5
10.4
8.1
4.1
1
0.9
1
1
1.1

HU -1: Longitudinal Profile - Upstream Reach
Thalweg $Bankfull
43.5
43.0
42.5rl
x
� 42.0
0
.rz
a 41.5 -
W
41.0
40.5
40.0
10+00. 10+50. 11+00. 11+50. 12+00. 12+50. 13+00. 13+50. 14+00. 14+50. 15+00. 15+50.
Sta. (ft)
Minimum
Mean
Max
Bankfull Slope
0.0019
Pool -Pool Spacing (ft)
17.2
34.5
54.8
Pool Length (ft)
10.9
20.9
43.9
Riffle Length (ft)
6.1
13.6
26.9
Dmax Riffle (ft)
0.44
0.87
1.4
Dmax Pool (ft)
1 0.9
1.2 1
1.57

Sta.
10+00.
10+05.97
10+13.95
10+30.35
10+46.32
10+56.29
10+73.14
10+90.18
11+01.14
11+08.79
11+15.06
11+22.27
11+30.76
11+36.14
11+39.89
11+44.3
11+54.05
11+63.11
11+68.89
11+75.39
11+99.91
12+09.93
12+15.09
12+18.53
12+25.41
12+31.07
12+32.67
12+36.54
12+42.6
12+48.12
12+51.29
12+56.41
12+69.85
12+77.83
12+80.7
12+85.96
12+98.5
13+10.18
13+15.61
13+22.41
13+41.91
13+47.29
13+49.49
13+52.77
13+60.06
Distance
0.0
6.0
14.0
30.4
46.3
56.3
73.1
90.2
101.1
108.8
115.1
122.3
130.8
136.1
139.9
144.3
154.1
163.1
168.9
175.4
199.9
209.9
215.1
218.5
225.4
231.1
232.7
236.5
242.6
248.1
251.3
256.4
269.9
277.8
280.7
286.0
298.5
310.2
315.6
322.4
341.9
347.3
349.5
352.8
360.1
HU -1: LONGITUDINAL
PROF
TW BKF
42.951 42.917
41.996 43.017
42.258 42.984
41.879 42.816
41.561 42.885
41.206 42.776
41.542 42.744
41.522 42.443
41.541 42.399
41.240 42.628
41.473 42.516
41.738 42.487
41.424 42.560
41.250 42.485
41.296 42.438
41.670 42.525
41.516 42.292
41.357 42.366
41.586 42.471
41.696 42.501
41.389 42.416
41.362 42.262
41.225 42.340
41.539 42.177
41.396 42.099
41.122 42.480
41.393 42.295
41.481 42.441
41.449 42.102
41.367 42.514
41.300 42.304
40.946 42.350
41.057 42.110
41.082 42.191
41.118 41.725
41.129 42.092
40.913 41.972
40.850 41.932
40.688 42.060
41.241 41.684
41.096 42.134
40.717 42.039
41.002 41.948
41.395 41.848
40.941 42.088
LE DATA - UPSTREAM REACH
��
/. •
'
'
/•.
�/
'/

HU -1: Longitudinal Profile - Downstream Reach
Mean
—Thalweg } Bankfull
40
39.5
39
19.2
38.5
63.6
K
13
Lj
c
° 38
40.4
Riffle Length (ft)
6.7
d
37.5
34.7
W
0.5
37
1.55
Dmax Pool (ft)
0.67
36.5
1.78
36
24+00.
24+50. 25+00. 25+50. 26+00. 26+50. 27+00. 27+50. 28+00. 28+50. 29+00. 29+50.
Sta. (ft)
Minimum
Mean
Max
Bankfull Slope
0.0034
Pool -Pool Spacing (ft)
19.2
43.7
63.6
Pool Length (ft)
12
27.2
40.4
Riffle Length (ft)
6.7
18
34.7
Dmax Riffle (ft)
0.5
0.87
1.55
Dmax Pool (ft)
0.67
1.27
1.78

Sta.
10+00.
10+03.24
10+08.89
10+26.86
10+44.23
10+53.87
10+60.45
10+78.66
10+98.19
11+09.7
11+16.84
11+42.31
11+58.95
11+70.94
11+75.15
11+84.35
12+00.39
12+10.94
12+17.54
12+33.9
12+48.19
12+53.64
12+59.89
12+79.79
12+94.57
12+95.94
13+04.67
13+13.28
13+37.64
13+48.04
13+56.26
13+62.56
13+81.53
14+04.35
14+16.7
14+21.97
14+34.47
14+46.5
14+51.66
14+56.62
14+63.31
14+77.07
14+82.46
14+86.08
14+90.43
Distance
0.0
3.2
8.9
26.9
44.2
53.9
60.5
78.7
98.2
109.7
116.8
142.3
158.9
170.9
175.1
184.4
200.4
210.9
217.5
233.9
248.2
253.6
259.9
279.8
294.6
295.9
304.7
313.3
337.6
348.0
356.3
362.6
381.5
404.3
416.7
422.0
434.5
446.5
451.7
456.6
463.3
477.1
482.5
486.1
490.4
HU -1: LONGITUDINAL
PROFILE
TW
EBKF
37.980 332
38.111 39.169
38.449 39.293
38.303 39.377
37.808 39.268
38.051 39.166
38.412 39.371
38.359 39.273
38.043 39.155
38.252 39.349
38.359 39.248
38.298 38.883
37.833 39.215
37.903 39.167
37.741 39.290
38.230 39.231
37.788 39.012
37.953 38.919
38.194 38.908
38.072 38.910
37.623 39.004
37.740 38.661
38.149 38.648
37.944 38.941
38.308 38.851
37.055 38.326
37.474 38.639
37.786 38.594
37.612 38.768
37.336 38.494
37.373 38.574
37.379 38.439
37.309 38.496
37.012 38.382
37.158 38.050
37.749 38.554
37.472 38.400
37.263 38.008
37.396 38.449
37.012 38.077
36.712 37.808
36.434 38.107
37.249 37.645
36.046 37.824
36.295 37.575
DATA - DOWNSTREAM REACH

N
E
Elev.
�esc.
Sta.
408565.3
2463779
43.5328
GS
fl.fla
448571.6
2463776
42.171
HL]7C51
7.47
HU -1 = XS 1
- Riffle (Upstream Lang -Prey)
448574.4
2463775
42.431
GS
10.27
across section
fpa
bkf--------- If low bank ---------
rt low bank
448578.2
24fi3773
42.315
65
14.53
44
4118582.7
2dfi377fl
42.328
%S
19.54
40858fi.8
2463768
42.102
65
24.14
43.5
40859D.8
2463766
41.908
TOB
28.69
43
4118591.7
2463766
42.147
BKF
29.66
408592.3
24fi3765
41.632
TOW
34.35
408612.3
2463755
43.2716
�5
52.37
x42.5
408592.9
2463765
41.244
CS
31.45
408593.5
2463765
41.17
C5
31.74
m--
------------------- -------------------------------
--------------
--------------------
W 42
408593.9
2463765
41.1fi9
CS
32.1fi
448594.2
2463764
41.128
T
32.52
41.5
408534.8
2dfi376d
41.671
CS
33.16
408595.7
2dfi37fi4
41.673
TOW
34.1$
41
408596.6
2463763
42.063
BKF
35.20
0 10
20
30 40
50 60
408597.5
2463763
42.218
TOB
36.15
Width (ft)
408601.4
24fi37fi1
42.45
GS
44.56
Elevation (R)
40$604.$
2463759
41.954
GS
44.35
408608
24637-58
I
Bankfull Dimensions
Flood Dimensions
2.9
x section area (ft.sq.}
48.2 W flood prone area (ft;
k
5.5
width (ft)
8.8 entrenchment ratio
0.5
mean depth (ft)
1.1 low bank height (ft)
0.9
max depth (ft)
1.1 low bank height ratio
6_0
wetted parimeter (ft)
0.5
hyd radi (ft)
10.3
width -depth ratio
HU -1: XS 1
HU -1: XS 1
42.568
HLJx51
47.97
408612.3
2463755
43.2716
�5
52.37

N
E
Eley.
Dew.
Sta.
HU -1 - XS 2-
Pool [Upstream Long -Pro
448048.7
2463544
41.467
HLJX52
4.D0
408448.2
2463542
44.5A3
GS
2.70
across section
fpa
bkf--------- If bk ht ---------
rt bk ht
448447.9
2463540
40.221
TOB
4.91
41-5
448447.9
2A635DD
39.419
BKF
5.64
41
448447.5
24fi3498
39.672
Tow
fi.79
13.26
408447.4
24fi3A9i
39.443
CS
7.85
408444.8
2463483
44.339
GS
21.55
448444.1
2463A79
40.343
GS
26.27
40.5
2463475
44.A81
GS
29.73
408447.1
2463496
38.972
CS
8.39
448047
24fi3496
39.052
T
8.95
c-
40
---------------------------------------------------------
448047
2463495
39.44
CS
9.26
eo
7
408046.8
2463494
39.294
CS
14.45
Lu 39-5
448446.7
2A63493
39.825
TOW
11.41
448446.5
2463492
40.348
BKF
12.29
39
448446.3
2463491
+10.A31
TOB
38-5
0
5 10
15
20
25 30 35
Width (ft)
J4 r
Bankfull aimension5
Flood Dimensions
w 4 RF y
4-9
x -section area (ff.sq.)
- flood prone area (ft;
6_5
width (ft)
- entrenchment ratio
f.
0-8
mean depth (ft)
1.2 low bank height (ft)
1-2
max depth (ft)
1.0 low bank height ratio
7-1
wetted parimeter (ft)
0-7
hyd radi (ft)
8.6
width -depth ratio
HU -1: XS 2
HU -1: XS 2
13.26
408445.7
2463488
40.A11
GS
16.91
408444.8
2463483
44.339
GS
21.55
448444.1
2463A79
40.343
GS
26.27
448443.3
2463475
44.A81
GS
29.73
408043.1
2463473
40.42
HIJJC52
3L62

N
E
Elev.
Desc.
Sta.
407410
2453345
40.1328
GS
0.00
407419.3
2453336
38.9583
GS
13.31
407433.8
2463322
39.1417
GS
33.34
407446.2
2463310
38.6907
GS
50.59
407451.7
2463305
39.035
HUXS3
57.97
407453.7
2453303
39.319
GS
60.88
407455.5
2453300
39.078
GS
64.77
407450
2463297
39.212
GS
69.52
407463.4
2453294
39.438
GS
74.32
407466.5
2453291
39.2
TOB
78.39
407467.2
2453290
38.764
BKF
79.44
407457.5
2463290
38.608
TOW
80.05
407468.3
2463289
38.507
CS
80.96
407468.7
2453289
38.417
CS
81.67
407469.2
2453288
38.435
CS
82.31
407470
2463287
38.366
T
83.47
407470.5
2463287
38.497
CS
84.19
407471.2
2453286
38.695
TOW
85.00
407471.5
2463286
38.783
BKF
85.51
407472
2463285
39.069
TOB
86.28
407474.8
2463283
38.949
GS
90.05
407477.9
2453280
39.174
GS
94.37
407480.5
2453277
39.054
GS
97.88
407483
2463275
39.155
GS
101.30
407485.4
2463272
39.272
HUXS3
104.75
407490.8
2463267
39.5254
GS
112.43
407498.6
2453260
41.5581
GS
123.02
HU -1 : XS 3- Riffle (Downstream Long -Pro)
across section -fpa bkf--------- If bk ht --------- rt bk ht
42-
41.5-
41
241.541
E40.5
c
40
° 39.5
LU
39 -------- ------- - - - - - -------------- ---
38.5
38
0 20 40 60 80 100 120 140
Width (ft)
HU -1: XS 3
Bankfull Dimensions
Flood Dimensions
111-5 W flood prone area (ft;
4.0 x -section area (ft.sp.)
7.7 width (ft)
14-5 entrenchment ratio
0.5 mean depth (ft)
0-7 law bank height (ft}
0.8 max depth (ft)
0.9 low bank height ratio
7.9 wetted perimeter (ft)
0.5 hyd rads (ft)
14-9 width -death ratio

HU -1 : XS 4- Pool (downstream Long -Pro)
-crosssection fpa bkf--------- If bk ht --------- rt bk ht
36.5
36
-------------------- ----------
35.5
C
O
n1i 35
LU
34.5
34
0 5 10 15 20 25 30 35 40
Width (ft)
Bankfull Dimensions Flood Dimensions
3-8 x -section area (ft -sq.) - W flood prone area (ft;
6-9 width (ft) - entrenchment ratio
0_6 mean depth (ft) 1-4 low bank height (ft)
1-1 max depth (ft) 1.2 low bank height ratio
7.4 wetted parimeter (ftp
0-5 hyd radi (ft)
12-4 width -depth ratio
HU -1: XS 4 HU -1: XS 4
i
N E Elev. Desc. Sia.
4Q6837.3 24634fi1 36.133 HE'J}CS4 Q.QQ
4Qfi837.2 2463458 36.Qfi3 GS 2.b4
4Q6837.3 2463455 35.816 6S S.QQ
446837.4 2463451 35.7Q4 TOB 9.74
4Q6837.5 2463450 35.563 BKF,jTQW 1Q.79
----------------------
406837.2 2463A49 34.fi37 CS 12.15
A06$37.A 24634A$ 3A.634 CS 12.3A
A06837.6 2463447 3A.263 T 13.81
406837.A 2Afi34A6 3A.683 CS 1A.51
A06837.A 24fi34A5 3A.833 �5 15.56
A06$37.6 24634A4 35.05 C5 16.55
A06837.6 2A63A43 35.405 BKFfTOW 17.31
406837.6 2463441 35.fifi7 TOB 19.74
4Qfi837.7 2463437 35.738 GS 23.33
4015H37.7
2463434
35.698
US
26.91
4Qfi837.8
246343Q
35.922
GS
34.9fi
406837.9
2463426
35.948
GS
34.82
4Q6837.9
2463423
3fi.2Q2
HLl;{S4
37.94
HU -1 : XS 4- Pool (downstream Long -Pro)
-crosssection fpa bkf--------- If bk ht --------- rt bk ht
36.5
36
-------------------- ----------
35.5
C
O
n1i 35
LU
34.5
34
0 5 10 15 20 25 30 35 40
Width (ft)
Bankfull Dimensions Flood Dimensions
3-8 x -section area (ft -sq.) - W flood prone area (ft;
6-9 width (ft) - entrenchment ratio
0_6 mean depth (ft) 1-4 low bank height (ft)
1-1 max depth (ft) 1.2 low bank height ratio
7.4 wetted parimeter (ftp
0-5 hyd radi (ft)
12-4 width -depth ratio
HU -1: XS 4 HU -1: XS 4
i
N E Elev. Desc. Sia.
4Q6837.3 24634fi1 36.133 HE'J}CS4 Q.QQ
4Qfi837.2 2463458 36.Qfi3 GS 2.b4
4Q6837.3 2463455 35.816 6S S.QQ
446837.4 2463451 35.7Q4 TOB 9.74
4Q6837.5 2463450 35.563 BKF,jTQW 1Q.79
----------------------
406837.2 2463A49 34.fi37 CS 12.15
A06$37.A 24634A$ 3A.634 CS 12.3A
A06837.6 2463447 3A.263 T 13.81
406837.A 2Afi34A6 3A.683 CS 1A.51
A06837.A 24fi34A5 3A.833 �5 15.56
A06$37.6 24634A4 35.05 C5 16.55
A06837.6 2A63A43 35.405 BKFfTOW 17.31
406837.6 2463441 35.fifi7 TOB 19.74
4Qfi837.7 2463437 35.738 GS 23.33
4015H37.7

Bachelors Delight Stream and Wetland Mitigation Bank
Year 05 Monitoring
HU-1: Reach Data Summary
Bachelors Delight Stream and Wetland Mitigation Site
Year 05 Monitoring
Parameter
Baseline
MY-1
MY-2
MY-3
MY-4
MY-5
Dimension and Substrate - Riffle only
Min
Mean
Max
Min
Mean
Max
Min
Mean
Max
Min
Mean
Max
Min
Mean
Max
Min
Mean Max
Rosgen Classification
E5
C5
C5
C5
E5
E5
Bankfull Width (ft)
7.39
7.81
8.23
6.1
6.7
7.3
6.4
7.05
7.7
62
6.7
72
52
5.55
5.8
5.5
6.6 7.7
Floodprone Width (ft) >41.72 >44.19 >46.65
>41.7
>442
>46.7
>41.7
>442
>46.7
46.7
80.15
113.6
45.3
79.6
113.9
482
79.85 111.5
Bankfull Mean Depth (ft)
0.52
0.58
0.64
0.5
0.55
0.6
0.5
0.55
0.6
0.5
0.5
0.5
0.4
0.5
0.6
0.5
0.5 0.5
Bankfull Max Depth (ft)
1.1
121
1.31
0.8
0.9
1
0.9
1
1.1
0.9
0.9
0.9
0.8
0.85
0.9
0.8
0.85 0.9
Bankfull Cross Sectional Area (ft)
427
4.52
4.76
3.1
3.5
3.9
3.1
3.8
4.5
3
3.3
3.6
22
3
3.8
2.9
6.9 4
Width/Depth Ratio
11.55
13.69
15.83
12
12.8
13.7
132
132
13.2
13.1
13.8
14.5
9.3
10.7
12.1
10.3
12.6 14.9
Entrenchment Ratio
>5.64
>5.66
>5.67
>6.2
>6.6
>6.9
>6.1
>6.3
>6.5
7.49
11.62
15.75
8.7
14
19.3
8.8
11.65 14.5
Bank Height Ratio
1
1
1
0.9
1
1.1
1
1
1
1
1
1
1
1.15
1.3
0.9
1 1.1
Profile
Bankfull Slope (ft/ft) 0.0014 0.0015 0.0015 0.0021
0.0026
0.003
0.0017 0.0027 0.0036 0.0022 0.0026
0.003
0.0017 0.0026 0.0034 0.0019 0.0025 0.003
Pool - Pool Spacing (ft)
16.5
38
64.8
20.8
41.85
62.9
21.4
43.3
652
20
44.35
68.7
10.3
34.75
592
172
40.4 63.6
Pool Length (ft)
8.6
22.1
472
9.5
23.5
37.5
14
1 33.5
52.9
14.1
3325
52.4
6.1
21.45
36.8
10.9
27.4 43.9
Riffle Length (ft)
4.8
1525
33
5.4
16.4
27.4
5.9
17.8
29.6
5.9
17.35
28.8
32
16.1
29
6.1
20.4 34.7
Dmax Riffle (ft)
0.9
1.05
1.6
0.4
0.7
1 1
0.7
1
1.3
0.5
0.9
127
0.58
0.89
1.19
0.44
1 1.55
Dmax Pool (ft)
12
1.55
2
0.7
1.15
1.6
0.7
1.35
2
0.9
1.31
1.72
0.87
1.39
1.9
0.67
123 1.78
Pattern
Channel Beltwidth (ft)
Beltwidth to Bankfull Width (ft/ft)
Radius of Curvature (ft)
Rc:Bankfull width (ft/ft)
Meander Wavelength (ft)
Wavelength to Bankfull Width (ft/ft)
15.66
2.01
1625
2.08
642
822
31.88
4.08
18.13
2.32
86.79
1 11.11 1
46.83
6
20
2.56
123.7
15.84
Pattern data will not typically be collected unless visual data,
dimensional data or profile data indicate significant shifts from
baseline
Shaded cells indicate that these will typically not be filled in.
Bachelors Delight Stream and Wetland Mitigation Bank
Year 05 Monitoring

Dimension and substrate
Based on current bankfull elevation
Bankfull Width
Floodprone Width
Bankfull Mean Depth
Bankfull Max Depth
Bankfull Cross Sectional Area
Bankfull Width/Depth R
Bankfull Entrenchment R
Bankfull Bank Height R
Dimension and substrate
Based on current bankfull elevation
Bankfull Width
Floodprone Width
Bankfull Mean Depth
Bankfull Max Depth
Bankfull Cross Sectional Area
Bankfull Width/Depth R
Bankfull Entrenchment R
Bankfull Bank Height R
Bachelors Delight Stream and Wetland Mitigation Bank
Year 05 Monitoring Report
HU -1: Dimensional Morphology Summary (Dimensional Parameters - Cross Section)
Bachelors Delight Stream and Wetland Mitigation Bank
Year 05 Monitoring
Cross Section 2 (Pool)
Base
Cross Section 1 (Riffle)
Base
MY1
MY2
MY3
MY4
7.39
6.1
6.4
6.2
5.2
,41.72 ,41.72 ,41.72
46.7
45.3
0.64
0.5
0.5
0.5
0.4
1.31
0.8
0.9
0.9
0.8
4.76
3.1
3.1
3
2.2
11.55
12
13.2
13.1
12.1
,5.64
,6.8
,6.5
7.49
8.7
1
1
1
1
1.3
Cross Section 2 (Pool)
Base
Cross Section 4 (Pool)
Base
MY1
MY2
MY3
MY4
7.01
6.8
6.9
5.9
6.3
37.98
113.6
113.9
0.85
0.6
0.69
0.6
0.6
0.5
0.6
1.17
1
1.1
0.8
1
4.9
4.1
4.1
3.3
3.8
10.16
11.1
11.7
10.8
10.3
5.41
15.75
19.3
1
1
1
1
1
1
1.1
Cross Section 2 (Pool)
Base
MY1
MY2
MY3
MY4
8.07
7.2
7.4
7.4
6.8
31.74
5.9
,46.65 ,46.65 ,46.65
113.6
113.9
0.85
0.6
1
0.7
0.7
1.52
1.4
1.7
1.2
1.4
6.80
4.6
7
4.8
4.4
9.49
11.1
7.7
11.3
10.4
3.94
,6.4
,6.1
15.75
19.3
1
1
1
1
1.1
Base I
MY1
MY2
MY3
MY4
Base I MY1 I MY2
Cross Section 3 (Riffle)
Base
MY1
MY2
MY3
MY4
8.23
7.3
7.7
7.2
5.9
,46.65 ,46.65 ,46.65
113.6
113.9
0.52
0.5
0.6
0.5
0.6
1.10
1
1.1
0.9
0.9
4.27
3.9
4.5
3.6
3.8
15.83
13.7
13.2
14.5
9.3
,5.67
,6.4
,6.1
15.75
19.3
1
1
1
1
1
Base I MY1 I MY2

HM -1: Longitudinal Profile
-Thalweg 3- Bankfull
38.0
37.5
37.0
K 36.5
c
36.0
d
W 35.5
35.0
34.5
34.0
10+00. 10+50. 11+00. 11+50. 12+00. 12+50. 13+00. 13+50. 14+00. 14+50. 15+00. 15+50.
Sta. (ft)
Minimum
Mean
Max
Bankfull Slope
0.0023
Pool -Pool Spacing (ft)
17.8
29.6
50.3
Pool Length (ft)
11.7
21.3
38.1
Riffle Length (ft)
4.1
9.5
16.6
Dmax Riffle (ft)
0.2
0.72
1.32
Dmax Pool (ft)
0.41
1.02
1.45

HM -1: LONGITUDINAL
PROFILE DATA
Sta.
Distance
TW
BKF
Sta.
Distance
TW
BKF
10+00.
0.0
36.249
37.505
13+55.71
355.7
35.740
36.234
10+05.55
5.5
36.472
37.333
13+66.93
366.9
35.219
36.217
10+18.1 18.1 35.974 37.013
13+75.3 375.3 35.025
36.012
10+24.2 24.2 35.911 36.682
13+81.68 381.7 35.111
35.820
10+27.31 27.3 35.801 36.987
13+92.8 392.8 35.400
36.109
10+32.07 32.1 36.194 36.927
13+99.56 399.6 34.467
35.578
10+40.52 40.5 35.627 37.123
14+04.9 404.9 34.736
35.729
10+47.88 47.9 35.405 36.865
14+07.95 408.0 34.980
35.914
10+51.57 51.6 35.713 36.643
14+14.41 414.4 34.925
36.197
10+56.55 56.6 36.152 37.073
14+21.78 421.8 34.468
35.851
10+72.94 72.9 35.896 36.533
14+30.77 430.8 35.069
36.022
10+80.8 80.8 35.328 36.775
14+36.37 436.4 34.847
35.170
10+83.81 83.8 35.439 36.409
14+42.47 442.5 35.363
36.032
10+87.07 87.1 35.802 36.520
14+53.81 453.8 35.151
36.122
10+99.49 99.5 35.807 36.644
14+58.14 458.1 35.191
36.011
11+08.43 108.4 35.114 36.124
14+61.55 461.6 35.346
35.549
11+13.19 113.2 35.505 36.110
14+69.3 469.3 35.054
35.790
11+17.79 117.8 35.764 36.304
14+74.34 474.3 34.442
35.894
11+28.55 128.5 35.488 36.113
14+79.73 479.7 34.611
35.883
11+35.32 135.3 35.367 36.200
14+83.64 483.6 34.970
35.906
11+41.59 141.6 35.919 36.533
14+91.58 491.6 35.057
35.668
11+46.27 146.3 36.022 36.471
15+05.54 505.5 34.980
35.752
11+54.23 154.2 35.820 36.511
15+14.9 514.9 34.748
35.575
11+69.24 169.2 35.298 35.959
15+29.7 529.7 34.880
35.710
11+77.04 177.0 35.145 35.972
11+80.41 180.4 35.616 35.948
11+87.45 187.5 35.489 36.207
11+97.45 197.4 35.354 36.559
12+04.61 204.6 35.464 36.244
12+09.36 209.4 35.178 36.326
12+13.43 213.4 35.302 35.807
12+23.68 223.7 35.214 36.266
12+46.2 246.2 35.803 36.163
12+49.59 249.6 35.914 36.419
12+55.14 255.1 35.736 36.179
12+59.43 259.4 35.315 36.195
12+63.41 263.4 35.639 36.044
12+66.86 266.9 35.303 36.625
12+72.9 272.9 35.541 36.172
12+78.08 278.1 35.537 36.534
12+81.54 281.5 35.199 36.210
12+88.87 288.9 35.388 36.433
13+05.43 305.4 35.547 36.368
13+24.89 324.9 34.935 35.866
13+34.71 334.7 35.381 36.121
13+41.11 341.1 35.414 35.826

Bachelors Delight Stream and Wetland Mitigation Bank
Year 05 Monitoring Report
HM-1: Stream Reach Data Summary
Bachelors Delight Stream and Wetland Mitigation Site
Year 05 Monitoring
Parameter
Baseline
MY-1
MY-2
MY-3
MY-4
MY-5
Dimension and Substrate - Riffle only
Min
Mean
Max
Min Mean Max
Min7 Mean
Max Min
Mean
Max
Min
Mean
Max
Min
Mean Max
Rosgen Classification
E5
C5
C5
C5
C5
C5
Bankfull Width (ft)
6.06
5.40
5.70
5.1
3.8
4.3
Floodprone Width (ft)
>35
>35.6
>35.7
38.4
44.7
38
Bankfull Mean Depth (ft)
0.56
0.40
0.30
0.40
0.4
0
Bankfull Max Depth (ft)
1.06
0.90
0.80
0.60
0.8
0.4
Bankfull Cross Sectional Area (ft)
3.42
220
2.00
1.90
1.3
0.6
Width/Depth Ratio
10.82
13.40
16.70
13.40
10.6
11.9
Entrenchment Ratio
>5.9
>6.5
>62
7.59
11.9
8.9
Bank Height Ratio
1.00
1.00
1.00
1
1.3
1.3
Profile
Bankfull Slope (ft/ft)
0.0015
0.0023
0.0024
0.0023
0.0024
0.0023
Pool - Pool Spacing (ft)
11.70
24.00
37.30
11.6 24.4 51.9
14.3 29.8
50.1 152
27.5
49.3
16.4
26.4
54
17.8
29.6 50.3
Pool Length (ft)
8.80
16.40
30.00
5.5 17.3 36.3
6.8 192
37.7 7.5
17.9
362
9.1
182
36.5
11.7
21.3 38.1
Riffle Length (ft)
3.70
9.90
17.70
3 7.5 15.6
42 10.6
22 4.8
9.6
17.8
4.3
9.7
19.1
4.1
9.5 16.6
Dmax Riffle (ft)
0.62
0.90
1.10
0.53 0.83 1.71
0.5 0.97
2.15 0.44
0.84
1.15
0.31
0.85
1.67
02
0.72 1.32
Dmax Pool (ft)
1.00
120
1.40
0.64 1.03 1.69
0.38 1.1
1.61 0.7
1.1
1.5
0.69
1.13
1.54
0.41
1.02 1.45
Pattern1110off- -0
Channel Beltwidth (ft)
Beltwidth to Bankfull Width (ft/ft)
Radius of Curvature (ft)
Rc:Bankfull width (ft/ft)
Meander Wavelength (ft)
Wavelength to Bankfull Width (ft/ft)
11.50
1.90
15.00
2.48
4200.
6.93
21.47
3.54
1825
3.01
50.82
1 8.39 1
39.50
6.52
21.50
3.55
62.00
10.23
4[dLimensionaldata
will not typically be collected unless visual data,
or profile data indicate significant shifts from
baseline
"ceilsmdcaleat these will typically not be filled in.
Bachelors Delight Stream and Wetland Mitigation Bank
Year 05 Monitoring Report

N
E
Elev.
I Dem.
Sta
400315.7
2459667
38.9789
GS
0.00
400319.4
2469559
38.473
HM -X51
8.14
400322.8
2459649
38.178
GS
18.15
400324.3
2459646
38.044
GS
22.33
400325.5
2459642
38.084
TOB
25.93
400325
2459541
37.477
BKFI-rGW
27.36
400326.1
2459640
37.471
1 CS
27.77
400325.4
2469640
37.304
CS
28.39
400326.4
2459640
37.544
CS
28.57
400326.6
2459639
37.348
T
28.94
400326.6
2469639
37.386
CS
29.28
400327
2469639
37.501
CS
29.80
400327
2469638
37.805
BKFfT4W
30.45
400327.4
2459537
38.225
TOB
31.35
400328.9
2459533
38.181
GS
35.72
400330.2
2469629
38.12
1 GS
39.53
400331.6
2469625
38.089
HM-XS1
43.93
400333.7
2469620
39.3971
GS
49.77
HM -1: XS 1
HM -1 - XS 1 - Riffle
-cross secton fpa bkF--------- If low bank ---------rt low bank
40
39.5
- 39
C
..38.5
Lu 38
37.5
37
0 10 20
Ele abon {ft)
HM -1: XS 1
30
Width (ft)
Bank -full Dimensions
1.5
x -section area (ft.s
4.3
width (ft)
0.4
mean depth (ft)
0.6
max depth (ft)
4.7
wetted parimeter (f
0.3
hyd radi (ft)
11.9
width -depth ratio
40 5o 60
Flood Dimensions
38.0 W flood prone area (ft;
8.9 entrenchment ratio-
0.8 low bank height (ft)
1.3 low bank height ratio

M
E
Elev.
Uesc.
Sta.
HM -1
: XS 2- Pmol
40U016.2
2469607
36.701
HPI+11-X52
0.06
across section
fpa
bkf--------- If bk ht ---------
rt bk ht
400009.9
2469600
36.791
GS
9.81
37.5
44U4D7.3
2469596
36.283
TOB
14.05
4004D6.3
2469595
35.732
BKFjT�11V
1.5.76
37
40"5.5
2469594
35.492
C:S
16.89
36.5
40D005
2469694
35.12
C5
17.62
----------------------------------------------------------- -
-�S2
-------------
--------------------- ---- ------------------
4ir04Q4.7
2469593
34.825
L5
18.19
36
m
400DD4.4
2469593
34.936
T
18.65
w35.5
40Li4G4
2469592
35.132
�S
19.29
35
4000D3.5
2469592
3.5.507
�S
13.93
403
2469591
36.106
BKFfT04V�
20.75
34.5
40DOD2.4
2469.590
36.4
TOB
21.78
0 5 10
15
20
25 30 35
399999.7
2469587
36.922
GS
25.97
Width (ft)
399996.7
2469584
36.OG5
GS
30.71
399994.1
2469580
36.1&5
HMI
Bankfull dimensions
Flood Dimensions
4-0
x -section area (fl.sq.�
--W flood prone area (ft;
r
6-1
width (ft)
- entrenchment ratio
• «'
0-7
mean depth (ft)
1.5 low Dank height (ft)
1-3
max depth (ft)
1.1 low frank height ratio
6.7
wetted parimeter (ftj
0-6
hyd radi (ft;'
9.4
width -depth ratio
HM -1: XS 2
HM -1: XS 2
-�S2
34.8,5

Bachelors Delight Stream and Wetland Mitigation Bank
Year 05 Monitoring Report
HM-1: Dimensional Morphology Summary (Dimensional Parameters - Cross Section)
Bachelors Delight Stream and Wetland Mitigation Bank
Year 05 Monitoring
Dimension and substrate
Based on current bankfull elevation
Base
Cross Section 1 (Riffle)
MY1 MY2 MY3 MY4
Cross Section 2 (Pool)
MY5 MY+ Base MY1 MY2 MY3 MY4
MY5 MY+ Base MY1 MY2 MY3 MY4 MY5 MY+
Bankfull Width (ft)
6.06
5.4
5.7 5.1 3.8
4.3 8.12 6.9 7.1 6 4
6.1
Floodprone Width (ft)
>35.6
>35.6
>35.7 38.4 44.7
38 >34 na na na na
na
Bankfull Mean Depth (ft)
0.56
0.4
0.3 0.4 0.4
0.4 na 0.4 0.5 0.6 0.3
0.7
Bankfull Max Depth (ft)
1.06
0.90
1 0.8 1 0.6 0.8 1
0.6 0.61 1 1 1.1 0.6
1.3
Bankfull Cross Sectional Area (ftz)
3.42
2.20
2 1.9 1.3
1.5 1.20 3 1 3.3 3.5 1 1.4
4
Bankfull Width/Depth Ratio
10.82
13.40
16.7 13.4 10.6
11.90 13.31 16 15.2 1tna
9.4
Bankfull Entrenchment Ratio
>5.9
>6.5
>6.2 7.59 11.9
8.9 na na na
na
Bankfull Bank Height Ratio
1
1
1 1 1.3
1.3 na 1 1
1.1
Bachelors Delight Stream and Wetland Mitigation Bank
Year 05 Monitoring Report