20081319 Ver 3_Year 1 Monitoring Report Ph III_20120224

PotashCorp
Helping Nature Provide
Federal Express
February 22, 2012
Mr. David Lekson
U.S. Army Corps of Engineers
Washington Regulatory Field Office
2407 West 5"' Street
Washington, North Carolina 27889
Dear Mr. Lekson:
PotashCorp - Aurora
U8 -1319.
D �(r-�k g 0 v L5
D
FEB 2 4 2012
DENR- WATER QUALITY
W E71 DS AND STORMWATER WMCH
Enclosed are the Rutman Creek Watershed mitigation site monitoring reports for the 2011
monitoring year, unbound at your request. Each phase has its own report, and each entire
report, including the hydrology graphs and Palmer Hydrologic Drought Index maps are located
on the CD which accompanies each report. The reports are "Rutman Creek Watershed
Restoration Project Hyde County, North Carolina, Year 3 Monitoring Report — Phase 1 ",
"Rutman Creek Watershed Restoration Project Hyde County, North Carolina, Year 2
Monitoring Report — Phase 2 ", and "Rutman Creek Watershed Restoration Project Hyde
County, North Carolina, Year 1 Monitoring Report — Phase 3 ". If you have any questions,
please call me at (252) 322 -8249, or Christian Preziosi of Land Management Group at
(910) 452 -0001.
Sincerely,
l � rr�rn rw�
Je frey . Furness
Senior Scientist
PC:
Karen Higgins, DWQ- Raleigh w /encl.
Al Hodge, DWQ -Wash.
w /encl.
R.M. Smith
w /Exec. Summaries
M. Brom
w /Exec. Summaries
Cal Miller, WRC -Ohio
C. Preziosi, LMG -Wilco
23-11-018
w /encl.
1530 NC Hwy 306 South, Aurora, NC USA 27806 T (252) 322 -4111

.r
1
09-1310,
RUTMAN CREEK WATERSHED RESTORATION PROJECT
HYDE COUNTY, NORTH CAROLINA
IN SUPPORT OF THE
PCS PHOSPHATE COMPANY, INC.
MODIFIED ALTERNATIVE L
AURORA, BEAUFORT COUNTY, NORTH CAROLINA
YEAR 1 MONITORING REPORT - PHASE 3
R12@120w[2@
��.... FEB 2 4 2012
.� DENR WATER QUALITY
�EIIANDS AND STQRMWATER BRANCH
Prepared Eby:
Wetlands Resource Center
(Cana'I Winchester, Ohio
ILaind (Management Group, Inc.
Wilmington, North Carolina
IF,e:bruary 20 "112
m

TABLE OF CONTENTS
i11111 »3Xd1j1VM1 91►�iI►,i /d: A
2.0. PROJECT OVERVIEW ......................
A. Introduction .. ...............................
B. Mitigation Goals and Objectives
C. Project Implementation ..............
3.0.
4.0
5.0
MONITORING REQUIREMENTS
MONITORING RESULTS
2
2
3
3
N.
A. Vegetative Monitoring ............................................................................... ............................... 8
B. Hydrologic Monitoring ............................................................................. ............................... 10
1. Summary of Precipitation .................................................................. ............................... 10
2. Growing Season Considerations ...................................................... ............................... 11
3. Wet Hardwood Forest ....................................................................... ............................... 11
4. Bay Forest ..................... ...............................
5. Swamp Forest ............... ...............................
4. Small Stream Swamp Forest .......................
5. Zero -Order Stream ........ ...............................
6. Stream and Riparian Wetland Enhancement
CONCLUSION
............. ...............................
14
............. ...............................
15
............. ...............................
22
............. ...............................
25
............. ...............................
26
LIST OF FIGURES, TABLES, AND APPENDICES
30
Figure1 .......................................................................................................... ............................... Phase Map
Figure 2 .............................................................................. ............................... Phase 3 (Well and Plot) Map
Figure 3 ............................................................... ............................... Reference Wetland Well Map (On -site)
Figure 4 ...................................... ............................... ......................Reference Well Map (Cameron Property)
Figure 5 .......................................................... ............................... ...................... Estimated Hydrologic Zones
Figure 6 ................... .........................Stream and Riparian Wetland Gauges (Restoration and Enhancement)
Figure 7 ...................................................................... ............................... Valley Profiles by Transect Station
Table 1 ..................................................................... ............................... Phase 3 Planting List (March 2009)
Table 2 ........................................ ............................... List of Acceptable Volunteer Species by Habitat Type
Table 3 ................................. ............................... Summary of Year 1 Vegetative Monitoring Data (Phase 3)
Table 4A.... Summary of Year 1 Hydrologic Monitoring Data (Wet Hardwood Forest Restoration — Phase 3)
Table 4B .... Summary of Year 1 Hydrologic Monitoring Data (Wet Hardwood Forest Restoration — Phase 3)
Table 5A.......... Summary of Year 1 Hydrologic Monitoring Data (Wet Hardwood and Bay Forest Reference)
Table 5B.......... Summary of Year 1 Hydrologic Monitoring Data (Wet Hardwood and Bay Forest Reference)
Table 6A ...................... Summary of Year 1 Hydrologic Monitoring Data (Bay Forest Restoration — Phase 3)
Rutman Creek Watershed Restoration Project
Phase 3 — Year 1 Annual Monitoring Report
February 2012

Table 6B ....................... Summary of Year 1 Hydrologic Monitoring Data (Bay Forest Restoration — Phase 3)
Table 7A .................
Summary of Year 1 Hydrologic Monitoring Data (Swamp Forest Restoration — Phase 3)
' Table 7B .................
Summary of Year 1 Hydrologic Monitoring Data (Swamp Forest Restoration — Phase 3)
Table 8A ......
Summary of Year 1 Hydrologic Monitoring Data (Small Stream Swamp Restoration — Phase 3)
Table 8B ......
Summary of Year 1 Hydrologic Monitoring Data (Small Stream Swamp Restoration — Phase 3)
Table 9A......
Summary of Year 1 Hydrologic Monitoring Data (Small Stream Swamp /Zero -Order Reference)
Table 9B ......
Summary of Year 1 Hydrologic Monitoring Data (Small Stream Swamp /Zero -Order Reference)
AppendixA .......................................................................................
.................. " "......... "" Site Photographs
Appendix B ................................................................
............................... Vegetative Monitoring Data (2011)
Appendix C ...............................................................
............................... Hydrographs (2011) — enclosed CD
Appendix D .................................
............................... Palmer Hydrologic Drought Index Maps — enclosed CD
Rutman Creek Watershed Restoration Project
Phase 3 — Year 1 Annual Monitoring Report
February 2012

1.0 EXECUTIVE SUMMARY
On behalf of PCS Phosphate Company, Inc. (PCS), Wetlands Resource Center LLC (WRC), has
completed Year 1 annual monitoring of Phase 3 of the Rutman Creek Watershed Restoration
Project. Phase 3 encompasses 1,711 acres of the 4,213 -ac project area, including 1,388 acres of
non - riparian (i.e. headwater bay forest, swamp forest and wet hardwood forest) wetland
restoration, 42 acres of riparian (small stream swamp) restoration, 281 acres of bay forest wetland
preservation, and 8,900 linear feet of zero -order headwater stream.
Restoration work for Phase 3 included the backfilling of interior (lateral) field ditches; installing
reinforced clay plugs at prescribed locations within collector canals; the backfilling of an
approximate '/2 mile section of the primary outlet canal (Mooney Canal); and the backfilling of a
secondary outlet canal (Alligator Canal). Shallow zero -order stream valleys were restored through
former agricultural fields to re- establish the natural hydrologic connection of headwater wetlands to
the first -order reach of Rutman Creek. Restored wetlands were planted with characteristic wetland
trees corresponding to the targeted community type (bay forest, swamp forest, wet hardwood
forest and small stream swamp). All restoration work (including earthwork and plantings) were
completed in March 2011. (Refer to the As -Built Report submitted September 2011 for more
detailed information regarding the implementation of Phase 3).
Per the approved restoration plan, monitoring of the site includes the assessment of both
hydrologic and vegetative conditions over the course of a five year monitoring period. Following
the completion of the earthwork, a total of one hundred forty -three (143) 0.10 acre plots were
established throughout the planted area. A total of one hundred twenty -four (124) shallow
groundwater monitoring wells were installed throughout Phase 3 (including 54 gauges within the
zero -order valleys).
Hydrologic monitoring was conducted throughout the year (through December 31, 2011). The
annual vegetation monitoring was conducted in October 2011. Based upon the data collected, the
Phase 3 project area exhibits high rate of survivorship of planted species as evidenced by an
average observed density of 576 stems per acre. The hydrologic response to restoration efforts
Rutman Creek Watershed Restoration Project 1
Phase 3 — Year 1 Annual Monitoring Report
February 2012

is also evident via groundwater and surface water data collected — though the response is
somewhat muted by the extended drought conditions ensuing the completion of the restoration
work. Hydrologic residency times have been increased and wetland hydroperiods are already re-
established across many areas of Phase 3 (particularly in the wetter target communities such as
the headwater swamp forest and small stream swamp). However, sufficient and prolonged
recharge will be necessary before wetland hydrology is restored to all wetland community types.
The duration of saturation and /or inundation is expected to increase during the early growing
season of 2012.
2.0 PROJECT OVERVIEW
A. Introduction
Wetlands Resource Center (WRC) began implementation of Phase 3 of the restoration project
(encompassing 1,711 acres of the 4,213 -acre project area) in August 2010. Phase 3 is located in
the southwestern section of the larger Rutman Creek Watershed Restoration Project and is
bounded by New Lake Road to the north, Phase 2 to the east, and Rutman Creek to the southwest
(Figure 1). Phase 3 is the last of the three phases of the watershed restoration project and
provides the hydrologic and habitat connectivity from the expansive wetland areas of the upper
portion of the watershed (Phase 1 and Phase 2) to the first -order section (and its associated
riverine swamp forest wetlands) of Rutman Creek. Restoration activities included earthwork
(backfilling of interior ditches, backfilling of primary and secondary outlet canals, installation of
impervious clay plugs within collector canals, and re- establishment of zero -order valleys); planting
of characteristic non - riparian and riparian wetland vegetation; and the installation of monitoring
devices. Placement of fill material within existing ditches /canals was authorized under Nationwide
Permit 27 issued by the U.S. Army Corps of Engineers (USACE) with attached conditions (issued
February 20, 2009), and the NC Division of Water Quality (DWQ) 401 Water Quality Certification
with attached conditions (issued March 16, 2009). Refer to the Phase 1 As -Built Report for copies
of these authorizations. The restoration project is designed to provide suitable, high - quality
wetland and stream restoration to mitigate for authorized impacts associated with the PCS mine
continuation project in Aurora (Beaufort County), NC (USACE Permit No. SAW- 2001 - 10096; DWQ
401 Certification No. 3771).
Rutman Creek Watershed Restoration Project 2
Phase 3 — Year 1 Annual Monitoring Report
February 2012

B. Mitigation Goals and Objectives
The objective of the Rutman Creek project is to provide for the functional restoration and ecological
up -lift of wetland and stream habitat via the re- establishment of characteristic hydrologic conditions
and vegetative assemblages. Anticipated functions and values resulting from the restoration
project include increased nutrient retention /transformation, sediment retention, floodwater
storage /flood abatement, wetland /wildlife habitat, and groundwater recharge. Given the scale of
the restoration effort, the project will provide considerable habitat benefits on a watershed and
regional level. The project offers the unique opportunity to provide habitat connectivity between
vast acreage of wildlife refuge areas (to the northeast) and the Pungo River Estuary (to the
southwest).
C. Project Implementation
Restoration activities within the existing farm fields were initiated in August 2010 with the backfilling
of the existing network of lateral ditches. Clay plugs were then installed in four (4) specific
locations of Bama Canal per the approved restoration plan. Clay material for these plugs was
excavated from existing spoil piles along Mooney Canal. To provide additional reinforcement
during high -flow events, filter- fabric and large rip -rap was placed over the entire length of each plug
(including the upstream and downstream slopes). The principal component of the restoration effort
of Phase 3 included the re- establishment of the headwater stream valleys and the re- connection of
headwater wetlands to the existing riverine swamp forest wetlands and the first -order reach of
Rutman Creek. To accomplish this, approximately '/2 mile of the primary outlet canal (Mooney
Canal) was completely backfilled. In addition, another diversion canal (Alligator Canal) was
backfilled and the two zero -order stream valleys were re- contoured from existing crowned farm
fields.
Planting of the 1,430 -acre restoration area was conducted by Superior Tree Planting Service from
February 23, 2011 thru March 3, 2011. All planting activities were supervised by environmental
scientists from LMG. Plant material was provided by Arborgen Nursery (Blenheim, SC). Per the
restoration plan, three non - riparian vegetative communities (bay forest, swamp forest and wet
hardwood forest) and one riparian vegetative (small stream swamp) community were established
throughout the 1,430 -ac restoration area. While the different habitats were demarcated in the field
Rutman Creek Watershed Restoration Project 3
Phase 3 — Year 1 Annual Monitoring Report
February 2012

along a specific boundary, species along adjoining habitats were mixed to represent a more natural
transition among community types.
In general, the wet hardwood areas (totaling approximately 223 acres) were planted with species
better adapted for drier conditions. These areas generally consisted of loamy soils with a thin
organic surface. Species planted in these areas included swamp chestnut oak (Quercus
michauxii), black gum (Nyssa sylvatica), laurel oak (Quercus laurifolia) and ironwood (Carpinus
carolinium). The bay forest community (approximately 391 -ac) was planted with characteristic
species such as pond pine (Pinus serotina), bald cypress (Taxodium distichum), black gum (Nyssa
sylvatica), Atlantic white cedar (Chamaecyparis thyoides) and sweet bay (Magnolia virginiana).
The swamp forest habitat (approximately 774 acres) was planted with species better suited for
wetter conditions and soils with deeper organic surfaces. Species of this community type included
green ash (Fraxinus pennsylvanicum), bald cypress, and swamp black gum (Nyssa biflora). The
small stream swamp included those areas within the corridor of the zero -order stream valley.
Species of this habitat type included bald cypress, swamp black gum, river birch (Betula nigra), red
bay (Persea palustris), and pond pine (along the edge of the valley corridor).
As part of the implementation of Phase 3, LMG installed a total of 124 automated gauges
throughout the restored project area. Of the 124 gauges, fifty -four (54) were installed within
eighteen (18) transects sited perpendicular across the contoured zero -order stream valleys. Prior
to baseline monitoring, one hundred forty -three (143) permanent 0.10 -acre vegetation plots were
randomly established throughout the target community types of Phase 3 (refer to Figure 2). The
number of wells and vegetation plots by community type are provided in Table 2. Additional
reference and enhancement wells were installed both on -site and off -site. Refer to Figure 3 and
Figure 4 for maps depicting the location of both on -site and off -site wells.
Rutman Creek Watershed Restoration Project 4
Phase 3 — Year 1 Annual Monitoring Report
February 2012

Table 1. Rutman Creek Watershed Restoration Project - Phase 3 Planting List (March 2011)
Non-Riparian Restoration
Bay Forest
391 -ac
Common Name
Scientific Name
# Planted
Swamp Red Bay
Persea palustris
9,405
Sweetbay
Magnolia virgimana
11,880
Loblolly Bay
Gordoma lasianthus
8,600
Pond Pine
Pinus serotina
67,425
Atlantic White Cedar
Chamaecypans thyoides
20,500
Bald Cypress
Taxodium distichum
47,200
Black Gum
Nyssa sylvatica
24,200
Total
189,210
Non-Riparian Restoration
Wet Hardwood Forest
223 -ac
Common Name
Scientific Name
Swamp Chestnut Oak
Quercus michauxii
29,500
Laurel Oak
Quercus launfolia
18,400
Cherrybark Oak
Quercus fa /cats
11,400
Black Gum
Nyssa sylvatica
19,700
Ironwood
Carpinus carolinium
16,600
Yellow Poplar
Liriodendron tulipifera
12,200
American Elm
Ulmus americana
14,300
Total
122,100
Non-Riparian Restoration
Swamp Forest
774 -ac
Common Name
Scientific Name
Yellow Poplar
Driodendron tulipifera
38,175
Bald Cypress
Taxodium distichum
108,400
Green Ash
Fraxinus pennsylvanica
57,425
Swamp Black Gum
Nyssa biflora
106,400
Pond Pine
Pinus serotina
44,950
Atlantic White Cedar
Chamaecypars thyoides
42,500
Total
397,850
Riparian Restoration
Small Stream Swam
42 -ac
Common Name
Scientific Name
Bald Cypress
Taxodium distichum
6,000
River Birch
Betula nigra
4,700
Swamp Black Gum
Nyssa biflora
4,700
Pond Pine
Pinus serotina
3,625
Swamp Redbay
Persea palustris
1,000
Silky Dogwood
Corpus amomum
2,400
Elderberry
Sambucus canadensis
2,400
Buttonbush
Cephalanthus occidentalis
2,400
Total
27,225
Grand Total
736,385
Rutman Creek Watershed Restoration Project
Phase 3 - Year 1 Annual Monitoring Report
February 2012

Table 2. Vegetation Plots and Wells by Community Type
Community Type
Acreage
Vegetation Plots
Monitoring Wells
Wet Hardwood Forest
223
22
11
Bay Forest
391
39
20
Swamp Forest
774
78
39
Small Stream (Zero Order)
42
4
54 (18 well arrays)
TOTAL
1,430
143
124
3.0 MONITORING REQUIREMENTS
Annual monitoring is being conducted near the end of each growing season for a period of five
years. This monitoring includes both a vegetative and hydrologic component per the approved
restoration plan. The vegetative component for Phase 3 includes an assessment of the conditions
within each of the 143 permanent monitoring plots that have been established throughout the
project area. Hydrologic monitoring is being conducted via the 124 wells /gauges installed
throughout Phase 3.
The following are the specific success criteria for both the vegetation and hydrologic monitoring of
the restoration areas.
(1) Demonstrated density ofplanted species to meet or exceed 260 trees per acre at the end
of 5 years (post planting). '
(2) The hydrologic criterion is premised on the specific community type to be restored.
(a) For the nonriverine wet hardwood forest community (mineral soils), 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 16 days
1 Volunteer species may be counted toward meeting the success criteria based upon the list of species identified in
Table 3; however, these will be tracked separately.
2 As determined from long -term climatic data of published WETS Table of Belhaven, NC station.
Rutman Creek Watershed Restoration Project 6
Phase 3 - Year 1 Annual Monitoring Report
February 2012

based upon a growing season from March 11th through November 27th) during
periods of normal rainfall.
(b) For the nonriverine bay forest and swamp forest communities (organic soils),
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 26
days based upon a growing season from March 11th through November 27th)
during periods of normal rainfall.
(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 33 days based upon a growing season from March 11th
through November 27th) during periods of normal rainfall.
As indicated above, acceptable volunteer species (as identified in Table 3 below) may be counted
toward the vegetative success criterion.
Table 3. List of Acceptable Volunteer Species by Habitat Type
Swamp Forest
1,251 ac
Bay Forest
1,705 ac
Common Name
Scientific Name
Common Name
Scientific Name
Sweetbay
Magnolia wrgmiana
Fetterbush
Lyonia lucida
Red Bay
Persea palustris
American Titi
Cyrilla racemif/ora
American Titi
Cyrtlla racemiflora
Gallberry
Ilex coriacea
Wax Myrtle
Myrica cerifera
Inkberry
Ilex glabra
Fetterbush
Lyonia lucida
Dahoon Holly
Ilex cassine
Sweet Pepperbush
Clethra alnifolia
Wax Myrtle
Myrica cerifera
American Holly
Ilex opaca
High -bush Blueberry
Vaccinium corymbosum
High -bush Blueberry
Vaccinium corymbosum
Wet Hardwood Forest
344 ac
Small Stream Swamp
42 ac
Common Name
Scientific Name
Common Name
Scientific Name
Red Bay
Persea palustris
Fetterbush
Lyonia lucida
Wax Myrtle
Myrica cerifera
American Titi
Cynlla racemiflora
Sweet Pepperbush
Clethra alnifolia
Wax Myrtle
Myrca cerifera
American Holly
Ilex opaca
Tulip Poplar
Liriodendron tulipifera
High -bush Blueberry
Vaccinium corymbosum
High -bush Blueberry
Vaccinium corymbosum
Rutman Creek Watershed Restoration Project
Phase 3 - Year 1 Annual Monitoring Report
February 2012
7

For the zero -order stream valleys, the primary success criterion is:
Documentation of 2 flow events 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.
Note that documentation of flow is achieved via the use of gauge transects (three gauges per
transect) installed perpendicular to the valley. Additional qualitative information (e.g. ordinary high
water mark indicators) may be used as supplemental information to document flow.
4.0 MONITORING RESULTS (YEAR 1)
A. Vegetation Monitoring
A total of 8,243 plant stems (8,233 stems of planted species and 10 stems of acceptable volunteer
species) were enumerated throughout the one hundred forty -three (143) plots. For planted
species, the total number of stems identified corresponds to an average density of 576 stems per
acre within the project area (Table 3). Bald cypress was the most abundant woody species, with a
total of 1,959 individuals identified. Other planted species such as pond pine, swamp black gum
and green ash were also prevalent within the monitored plots. With the inclusion of the one
acceptable volunteer species (wax myrtle), the observed mean stem density remained at 576
stems per acre. Additional woody volunteers, including eastern baccharis ( Baccharis halimifolia),
winged sumac (Rhus copallina) and American beautyberry (Callicarpa americans) were identified
in Phase 3; however, these species were not counted towards the success of the site. Refer to
Appendix A for photographs of current site conditions. A comprehensive plot data table is provided
in Appendix B.
The number of stems of planted species observed during the Year 1 monitoring event suggests
that the site is progressing well toward the established success criterion. All of the plots exceeded
the minimum of 26 stems (with over 97% of the plots exceeding 400 stems per acre). In addition,
the plots exhibited a diverse assemblage of the shrub and trees indicative of the target community
type.
Rutman Creek Watershed Restoration Project 8
Phase 3 - Year 1 Annual Monitoring Report
February 2012

Table 3. Summary of Year 1 Vegetative Monitoring Data (Phase 3)
Species
Common Name
Planted
(P) or
Volunteer
V
Total Stems
# plots
Average # Stems
Taxodium distichum
bald cypress
P
1,959
122
16.0
Pinusserotina
pond pine
P
1,480
115
12.8
N ssa biflora
swamp black gum
P
912
78
11.6
Fraxinus pennsylvanica
green ash
P
678
65
10.4
Chamaecyparis th oides
Atlantic white cedar
P
588
71
8.2
N ssa s Ivatica
black gum
P
476
49
9.7
Liriodendron tuli ifera
tulip poplar
P
475
68
6.9
Quercus michauxii
swamp chestnut oak
P
292
23
12.6
Car inus carolinium
ironwood
P
271
22
1 12.3
Quercus laurifolia
laurel oak
P
267
21
12.7
Magnolia vir iniana
sweetbay
P
220
48
4.5
Persea palustris
swamp red bay
P
218
30
7.2
Gordonia lasianthus
loblolly bay
P
196
23
8.5
Quercus pagoda
cherr bark oak
P
157
16
9.8
Betula ni ra
river birch
P
35
4
8.7
Corpus amomum
silky dogwood
P
8
1
8
Ce haanthus occidentalis
buttonbush
P
1
1
1
Morella cerifera
wax m rtle
V
10
1
10
Total Planted Stems (143 Plots)
8,233
57.6
Total Planted and Acceptable Volunteer Stems (143 Plots)
8,243
57.6
It should be noted that some species (particularly sweet bay) were susceptible to mortality from
dense growth of panic grass (Panicum spp,) or smartweed (Polygonum spp). Sweetbay appeared
to be more susceptible based upon the relatively small growth of the planted tubelings. Other plots
exhibiting low density appear to have been affected by prolonged periods of saturation or shallow
inundation. While mortality of the planted stems remained relatively low, these areas will be
continued to be monitored to determine if any contingency measure is warranted.
Rutman Creek Watershed Restoration Project 9
Phase 3 - Year 1 Annual Monitoring Report
February 2012

B. Hydrologic Monitoring
As indicated above, a total of 124 hydrologic monitoring wells /gauges were installed throughout
each target community type. The number of wells installed within three of the community types
(wet hardwood forest, bay forest, and swamp forest) was proportional to the acreage of each
community type. A higher density of gauges was 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
Precipitation over the monitoring year was variable. Based upon documented rainfall (via on -site
data loggers and off -site weather stations), precipitation totals were generally considered "normal"
from January 2011 to April 2011. These findings were supported by the Palmer Hydrologic
Drought Index maps which depict hydrological (long -term cumulative) drought and wet conditions
by regions. According to the Palmer Index, drought conditions began in May 2011 and persisted
until late August. In June and July, the drought was characterized as 'severe' and 'extreme',
respectively. Groundwater levels were recharged as a result of an extreme precipitation event
associated with Hurricane Irene on August 27, 2011. The subsequent groundwater recharge is
reflected by the Palmer Index indicating 'mid- range' (i.e. normal) hydrologic conditions from
September through November. Moderate drought conditions returned in December 2011.
Based upon long -term (30 -year) climatic data (WETS), the average precipitation total for the
Belhaven (NC) station is 49.74 inches with a range of normalcy (30/70 percentile) between 45.81
inches and 52.65 inches. The reported rainfall total for 2011 by Weather Underground was 26.59
inches. The reported rainfall at the Washington NC CRONOS station was 25.78 inches. The
documented rainfall total for 2011 via the on -site rain gauge was 38.72 inches. As demonstrated
via available on -site and off -site precipitation data, the total rainfall documented over the entire
2011 calendar year was considerably below normal relative to the long -term climatic mean.
Site - specific rainfall data are included on the hydrographs in Appendix C. The Palmer Hydrologic
Drought Index maps for 2011 are provided in Appendix D. Both appendices are provided digitally
on the enclosed CD.
Rutman Creek Watershed Restoration Project 10
Phase 3 — Year 1 Annual Monitoring Report
February 2012

2. Growing Season Considerations
As identified in the approved mitigation plan, the WETS- defined growing season for the nearest
station (Belhaven, NC) is March 11 through November 27 (determined via long -term climatic data).
However, based upon recent federal guidance regarding the length of the growing season in the
Atlantic and Gulf Coastal Plain Region (as detailed in the Regional Supplement to the Corps of
Engineers Wetland Delineation Manual: Atlantic and Gulf Coastal Plain Region), biological
indicators and soil temperature data often indicate that the growing season of a particular county
may be longer than that identified in WETS tables. As a result, the state Interagency Review Team
(IRT) has recently moved toward the use of a growing season beginning February 1 and ending
November 30 of each year (unless site - specific data indicate otherwise). Available soil
temperature data at Rutman Creek support the use of an extended growing season (refer to
hydrographs provided in Appendix Q. In light of recent agency guidance, supplemental tables
(evaluating hydroperiods from February 1 through November 30) are provided for informational
purposes.
3. Wet Hardwood Forest
Within the areas targeted for wet hardwood forest restoration, seven (7) of the eleven wells
exhibited hydroperiods of greater than 5% of the growing season. The observed mean length of
the hydroperiod during the WETS- defined growing season (March 11 through November 27) for
these 7 wells was 42 days (equivalent to 16% of the growing season). Of these wells, three (3)
exhibited hydroperiods equal to, or greater than, 6% of the growing season (the hydrologic success
criterion for wet hardwood forest). The remaining four (4) wells exhibited hydroperiods of less than
5% of the growing season (with an observed mean hydroperiod duration of 10 days). Refer to
Table 4A for a summary of the hydrologic data for the wet hardwood forest restoration wells.
Hydrographs are provided in Appendix C. The estimated hydrologic zones of Phase 3 (Year 1) are
provided in Figure 5.
In consideration of an extended growing season (February 1 through November 30), seven (7) of
the eleven wells exhibited hydroperiods of greater than 5% of the growing season. Four (4) wells
exhibited hydroperiods equal to, or greater than, 6% of the growing season (refer to Table 4B).
Rutman Creek Watershed Restoration Project 11
Phase 3 — Year 1 Annual Monitoring Report
February 2012

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The seven wells of the restoration area that met the minimum wetland hydrologic criterion exhibited
very similar hydroperiods compared to the wet hardwood reference wells (42 days and 40 days,
respectively). Refer to Table 5A and 5B for a summary of the hydrologic data for wet hardwood
reference wells. While there were areas with hydroperiods below 5% of the growing season in the
wet hardwood restoration sections, it is anticipated that these areas will gradually become wetter
over time as groundwater recharge occurs. The restored wet hardwood areas have demonstrated
a discernible hydrologic response during Year 1 (particularly In light of the drought conditions
occurring in the region shortly after the completion of the restoration work and the relatively high
landscape position of this wetland type).
4. Bay Forest
Of the twenty (20) wells in the bay forest community type, thirteen (13) wells exhibited
hydroperiods greater than 5% (corresponding to 13 consecutive days) of the growing season. The
observed mean hydroperiod duration for these wells was 60 days. A total of nine (9) wells
exhibited hydroperiods greater than 10% of the growing season (i.e. the hydrologic success
criterion for bay forest wetland restoration). The mean length of the hydroperiod for these wells
was 78 days. The remaining seven (7) wells did not meet the minimum wetland hydrologic
criterion (i.e. these wells exhibited hydroperiods of less than 5% of the growing season) (x
hydroperiod length = 7 days). Refer to Table 6A for a summary of the hydrologic data for the bay
forest restoration wells. Hydrographs are provided in Appendix C (on the enclosed CD). The
estimated hydrologic zones of Phase 3 (Year 1) are provided in Figure 5.
In consideration of an extended growing season (February 1 through November 30), fifteen (15) of
the twenty wells exhibited hydroperiods of greater than 5% of the growing season. Eight (8) wells
exhibited hydroperiods equal to, or greater than, 10% of the growing season (refer to Table 613).
The wells meeting the success criterion exhibited very similar hydroperiods compared to bay forest
reference wells that met wetland hydrology (78 days and 71 days, respectively). Refer to Table 5A
and 5B for a summary of the hydrologic data for bay forest reference wells. As in the restoration
area, there were wells within the reference bay forest area that did not meet wetland hydrology.
Rutman Creek Watershed Restoration Project 14
Phase 3 — Year 1 Annual Monitoring Report
February 2012

elevation of the static water table (as observed in prior phases). The three wells in the reference
bay forest wetlands that did not exhibit wetland hydrology are planned to be relocated to another
reference area exhibiting more characteristic wetland hydrology.
5. Swamp Forest
Of the thirty -nine (39) wells in the swamp forest community type, thirty (30) wells exhibited
hydroperiods greater than 5% (corresponding to 13 consecutive days) of the growing season (x
hydroperiod length = 49 days) (equivalent to 19% of the growing season). Twenty -four wells
exhibited hydroperiods greater than 10% of the growing season (i.e. the hydrologic success
criterion for bay forest wetland restoration) (x hydroperiod length = 24 days). The remaining nine
(9) wells did not meet the minimum wetland hydrologic criterion (i.e. these wells exhibited
hydroperiods of less than 5% of the growing season) (x hydroperiod length = 9 days). Refer to
Table 7A for a summary of the hydrologic data for the swamp forest restoration wells.
Hydrographs are provided in Appendix C (on the enclosed CD). The estimated hydrologic zones of
Phase 3 (Year 1) are provided in Figure 5.
In consideration of an extended growing season (February 1 through November 30), thirty -five (35)
of the 39 wells exhibited hydroperiods of greater than 5% of the growing season. Twenty -one (21)
wells exhibited hydroperiods equal to, or greater than, 10% of the growing season (refer to Table
7B).
The restoration wells meeting the success criterion exhibited very similar hydroperiods compared
to the swamp forest reference wells (49 days and 48 days, respectively). Refer to Table 9A and 9B
for a summary of the hydrologic data for the swamp forest reference wells.
Rutman Creek Watershed Restoration Project
Phase 3 — Year 1 Annual Monitoring Report
February 2012
15

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4. Small Stream Swamp
Of the fifty -four (54) wells in the small stream swamp community type, all 54 wells exhibited
hydroperiods greater than 5% (corresponding to 13 consecutive days) of the growing season.
Note that one well ( #A7a) exhibited a well malfunction during the latter part of the growing season
(resulting in a reduced period of data collection). Forty -six (46) wells exhibited hydroperiods
greater than 12.5% of the growing season (i.e. the hydrologic success criterion for small stream
swamp restoration) (x hydroperiod duration = 64 days). Refer to Table 8A for a summary of the
hydrologic data for the small stream swamp restoration wells. Hydrographs are provided in
Appendix C (on the enclosed CD). The estimated hydrologic zones of Phase 3 (Year 1) are
provided in Figure 5.
In consideration of an extended growing season (February 1 through November 30), all 54 wells
exhibited hydroperiods of greater than 5% of the growing season. Forty -seven (47) wells exhibited
hydroperiods equal to, or greater than, 12.5% of the growing season (refer to Table 813).
The mean hydroperiod length of the 46 restoration wells meeting the success criterion was
identical to the mean hydroperiod length of the reference wells (64 days). Some of the restoration
wells exhibited hydroperiods of shorter duration than the reference wells. However, the small
stream swamp wetlands exhibited a discernible hydrologic response even with the occurrence of
prolonged drought conditions shortly after completion of the restoration earthwork.
Rutman Creek Watershed Restoration Project 22
Phase 3 — Year 1 Annual Monitoring Report
February 2012

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5. Zero -Order Stream
As indicated above, the zero -order streams of Phase 3 occur within two distinct valleys that are
contiguous with riverine swamp forest of Rutman Creek. The two valleys are identified as Valley
"A" (to the north) and Valley "B" (to the south). A total of 18 gauge transects (three gauges per
transect) were installed in the zero -order streams to document the presence of surface water.
These transects extend the length of each valley (10 transects in Valley A and eight transects in
Valley B). Refer to Figure 6 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 A:
Surface water 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 event. The valley exhibits a very gradual
slope (0.08 %) from the upper transect (Transect 10) to the lowest transect (Transect 1). Refer to
Figure 7 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 transects occurring
in the upper portion of the zero -order stream exhibited surface water for briefer periods. For
instance, the transect located furthest up- gradient (Transect 10) did not experience any surface
flow during the early part of the growing season — but did record surface water over three brief
periods in August, September, and October, respectively (note that the August event was
attributable to Hurricane Irene). Transect 9 exhibited surface water for a very brief period in April
2011 (two days) and then during three distinct periods during the latter part of the season. With
increasing watershed size (downslope), the duration of surface flow increased increase within the
valley. During periods of surface inundation, water depths in the center of the valley ranged from
0.1 inch to 18.1 inches (post Hurricane Irene). Refer to Appendix C for graphs of duration and
amplitude of surface water in Valley A.
Observed physical indicators of an ordinary high water mark (OHWM) within Valley A consisted of
the following: (1) wracking (from straw mulch); (2) vegetation matted down, bent, or absent; (3)
Rutman Creek Watershed Restoration Project 25
Phase 3 — Year 1 Annual Monitoring Report
February 2012

deposition; (4) and multiple observed flow events. Flow was documented by video over the course
of multiple site visits. Video evidence of flow is provided on the attached CD with site hydrographs.
Photographs of the zero -order valley are provided in Appendix A.
Valley B:
Surface water was documented in each of the eight transects of Valley B. The slope of the valley
over the length of the monitoring section is approximately 0.05% (refer to Figure 7). Similar to
Valley A, the general trend of surface water conditions consisted of briefer periods of inundation
near the valley origin and increased duration and amplitude of surface water in the lower sections
of the valley. However, the upper two transects did record longer periods of surface inundation
then the third transect from the top. During periods of surface inundation, water depths in the
center of the valley ranged from 0.1 inch to 13.6 inches (post Hurricane Irene). Refer to Appendix
C for graphs of duration and amplitude of surface water in Valley B.
Observed physical indicators of an ordinary high water mark (OHWM) within Valley B consisted of
the following: (1) wracking (from mulch used post- earthwork); (2) vegetation matted down, bent, or
absent; (3 ) deposition; (4) and multiple observed flow events. Flow was documented by video
over the course of multiple site visits. Video evidence of flow is provided on the attached CD with
site hydrographs. Photographs of the zero -order valley are provided in Appendix A.
6. Stream and Riparian Wetland Enhancement
Prior to the implementation of Phase 3, enhancement gauges were installed within existing riparian
wetlands downstream from restored headwater valley. The locations of these gauges are depicted
in Figure 6. Eight of the ten riparian /stream enhancement gauges were installed up to a year prior
to the implementation of Phase 3. The remaining two were installed three months prior to the
completion of Phase 3. The-2010 calendar year was considered a 'normal' year with respect to
total rainfall (though there were readily identifiable abnormally wet and abnormally dry periods). As
indicated above, the 2011 calendar year was considerably below normal with respect to total
rainfall. Even with the prolonged and severe drought conditions of 2011, seven of the eight gauges
exhibited a significant increase in the duration and amplitude of hydroperiods during 2011 (post -
construction) than in 2010 (pre - construction). The observed mean hydroperiod in 2010 was 56
Rutman Creek Watershed Restoration Project 26
Phase 3 — Year 1 Annual Monitoring Report
February 2012

days (equivalent to 21% of the WETS- defined growing season) while the mean hydroperiod in
2011 was 111 days. Gauges situated away from the center of the stream valley exhibited the most
pronounced hydrologic response. The one gauge (Gauge #1) that did not exhibit a significant
difference in hydroperiod length between pre- and post- construction is located near the center of
the stream valley furthest downstream. However, this gauge did exhibit an increase in the number
of days with surface water in 2011.
The implementation of Phase 3 re- established the entire headwater wetland connection to Rutman
Creek. Prior to this work, Rutman Creek was completely disconnected from headwater areas as a
result of large outlet canals that bypassed the first -order stream reaches. The existence of the
intensive drainage network upstream from Rutman Creek severely altered both the groundwater
and surface water inputs to the first -order reaches of Rutman Creek. The reconnection of
headwater wetlands (via backfilling of canals and re- contouring of the headwater valley) and the
removal of a road bed further downstream (just upstream from Gauges #1 and #2) helped to
restore the natural hydrologic regime of these reaches. Prior to the restoration effort, there were
no visible indicators of surface flow in these areas. Subsequent to the work, surface flow was
observed over multiple site visits and several indicators of OHWM were noted (including wracking;
vegetation matted down; leaf litter disturbed or washed away; deposition; and water staining). The
stream enhancement wells also depict multiple flow events through 2011. Video documentation of
stream flow has also been collected in areas that had not exhibited flow prior to the watershed
restoration (refer to the enclosed CD).
Rutman Creek Watershed Restoration Project 27
Phase 3 — Year 1 Annual Monitoring Report
February 2012

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5.0 CONCLUSION
The implementation of Phase 3 completes the larger watershed restoration effort of Rutman Creek.
Removal of large outlet canals and the re- contouring of the headwater valleys has resulted in the
connection of vast headwater wetland areas to the upper first -order reaches of Rutman Creek. There has
been a discernible hydrologic response within Rutman Creek and its adjacent riparian wetlands.
Vegetation and hydrologic monitoring of the Phase 3 project area indicate that the site is progressing well
during the first year following the implementation of the restoration activities. Vegetation data document
high rates of survivorship among the planted species (R stem density = 576 stems per acre). No significant
vegetation issues were noted.
As anticipated (due to the relatively short -time period of hydrologic response and the drought conditions of
2011), some of the restoration areas in each of the four wetland community types did not meet the target
hydrologic criteria. However, a majority of the wells did exhibit hydroperiods greater than 5% - thus
indicating a preliminary hydrologic response to the grading and earthwork completed in Phase 3. It is
anticipated that static water table elevations will continue to rise across the site over time. As such,
contingency measures related to wetland hydrology are not recommended at this time.
Overall, Phase 3 appears to be progressing well toward the targeted wetland community types. The
restoration site is already providing key wetland functions by reducing sediment/nutrient runoff (that
formerly drained directly from vast areas of intensively managed farm fields into coastal waters); increasing
floodwater storage; and re- establishing wildlife habitat. The site will be continued to be monitored over the
next four years (through Year 5), and the findings of such will be provided in subsequent annual monitoring
reports for agency review and concurrence.
Rutman Creek Watershed Restoration Project 30
Phase 3 — Year 1 Annual Monitoring Report
February 2012

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I PCS Mitigation
Onsite Reference Wells LMG Figure 3
Cal Miller I AND MANAGEMENT GROUP « Onsite Bay Forest
m.�,
Hyde County, NC www.LMGroup.net Reference Wells
Phone: [phone] •1.866.LMG.1078
Fax: [phone]
40 -07 -073 P.O. Box 2522, Wilmington, NC 28402

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APPENDIX A.
SITE PHOTOGRAPHS (2011)

(1) View of black gum at Plot 66
(2) View of monitoring at Plot 94
Rutman Creek
Watershed Restoration Project
Phase 3
AI�LMG
LAND MANAGEMENT GROUP am
Environmental Consultants
W
Appendix A.
Site Photographs
Annual Monitoring
(Year 1)

(3) View of tulip poplar at Plot 140
(4) View of Plot 94
Rutman Creek
Watershed Restoration Project
Phase 3
Ar&UMG
LAND MANAGEMENT GROUP--
Environmental Consultanrs
Appendix A.
Site Photographs
Annual Monitoring
(Year 1)

(5) View of bald cypress at Plot 35
(6) View of Plot 90
Rutman Creek Appendix A.
Watershed Restoration Project LMG Site Photographs
LAND MANAGEMENT GROUP me Annual Monitoring
Phase 3 F��;,o�me� e C.�,.If.�t,
(Year 1)

(7) Stream Valley A looking down - gradient toward existing riparian wetlands
Photo- reference - Stand of Trees Riparian wetland formerly
disconnected from headwaters
(8) Stream Valley A from same viewpoint as picture above (October 2011)
Photo - reference - Stand of Trees
Rutman Creek
Watershed Restoration Project
Phase 3
LMG
LAND MANAGEMENT GROUP,-
- Environmental Consultants
Appendix A.
Site Photographs
Annual Monitoring
(Year 1)

(9) View of Valley A near former Alligator Canal (looking upstream)
(10) View of upper end of Valley A during October 2011 monitoring
Rutman Creek
Watershed Restoration Project
Phase 3
LMG
LAND MANAGEMENT GROUP nc
Appendix A.
Site Photographs
Annual Monitoring
(Year 1)

(11) View of low flow conditions (Valley B) near beginning of growing season
(12) View of gauge transect in enhancement areas down - gradient of Valley A
Rutman Creek
Watershed Restoration Project
Phase 3
LMG
LAND MANAGEMENT GROUP me
Environmental Consultants
Appendix A.
Site Photographs
Annual Monitoring
(Year 1)
x
'
,o
�
P
Rutman Creek
Watershed Restoration Project
Phase 3
LMG
LAND MANAGEMENT GROUP me
Environmental Consultants
Appendix A.
Site Photographs
Annual Monitoring
(Year 1)

(13) Area of riparian wetland enhancement subsequent to re- connection to headwaters.
Sheetflow documented through formerly dry valley.
(1
Rutman Creek
Watershed Restoration Project
Phase 3
LMG
L NT AND MANAGEME GROUP —
fn0ronmental Consultants
1)
Appendix A.
Site Photographs
Annual Monitoring
(Year 1)

APPENDIX B.
INDIVIDUAL PLOT DATA (YEAR 1)

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