HomeMy WebLinkAbout20081203 Ver 1_Year 2 Monitoring Report_20150414PLUM CREEK WETLAND MITIGATION PROJECT
2010 MONITORING REPORT
MONITORING YEAR 2 OF 5
Brunswick County, NC
Lumber River Basin
Cataloging Unit: 03040207
EEP Project Number D06040 -A
J
Prepared for:
T -i' A .4
NCDENR 1{"W iii f
North Carolina Department of Environment and Natural Resources
Ecosystem Enhancement Program
1652 Mail Service Center
Raleigh, North Carolina 27699 -1652
2010 Monitoring Report — Year 2 of 5
Final
Project Construction Completed: 2008
Data Collection for Monitoring Year 2 of 5: 2010
Report Submitted: February 2011
Prepared for:
NCDENR
Lill �1
F -PO M AM
Prepared by:
The Louis Berger Group, Inc.
1001 Wade Avenue, Suite 400
Raleigh, North Carolina 27605
Tel (919) 866 -4400
Fax (919) 755 -3502
Project Manager:
Michael O'Rourke
Tel (919) 866 -4421
Fax (919) 755 -3502
morourke@louisberger.com
The Louis Berger Group, Inc. Plum Creek Wetland Mitigation Proiect
TABLE OF CONTENTS
1. Executive Summary /Project Abstract ............................................................ ..............................1
2. Methodology ..................................................................................................... ..............................3
2.1. Vegetation ...................................................................................................... ..............................3
2.2. Hydrology ...................................................................................................... ..............................3
2.3. Photo Stations ................................................................................................ ..............................4
3. References ......................................................................................................... ..............................4
FIGURES
Figure 1: Project Vicinity Map
Figure 2: Monitoring Plan View
TABLES
Table 1:
Project Components and Mitigation Credits
Table 2:
Project Activity and Reporting History
Table 3:
Project Contacts Table
Table 4:
Project Background Table
Table 5:
Veg Plot Criteria Attainment
Table 6:
CVS Vegetation Metadata Table
Table 7:
CVS Stem Count Total and Planted by Plot and Species
Table 8:
Wetland Gauge Attainment Data — 5 percent criteria
APPENDICES
Appendix A
Project Vicinity Map and Background Tables
Appendix B
Visual Assessment Data
Appendix C
Vegetation Plot Data
Appendix D
Hydrologic Data
Appendix E
Pedon Description Sheets
Plum Creek Wetland Mitigation Project; EEP Project Number D06040 -A; Year 2 of S; Submitted: February 2011
i
The Louis Berger Group, Inc. Plum Creek Wetland Mitigation Proiect
1. Executive Summary /Project Abstract
The goals of the Plum Creek Wetland Mitigation Project (Appendix A, Figure 1) are to re- establish
wetland functions at the Site by restoring wetland hydrology, plant community composition and
structure, and wildlife habitat. The project will increase surface water residence time which will
improve groundwater recharge. Much of the water budget is influenced by precipitation, as surface
flow enters the site from adjoining parcels. A longer residence time will lead to improved
biochemical treatment resulting in improved water quality. Restoration of a native wetland vegetative
community will enhance floral and faunal habitat diversity benefiting both terrestrial and aquatic
wildlife. In order to achieve project goals, the following objectives were implemented:
The lateral ditches and southern perimeter ditch on the Site were plugged. The west ditch
and Boggy Branch were left intact to prevent hydrologic trespass on adjoining properties.
Soil to construct ditch plugs was excavated from the Site and the borrow pits were graded to
form small, shallow vernal pools.
Existing vegetation (loblolly pine) was sheared, drum chopped, and left on Site to promote
organic matter decomposition. There was no re- grading of the contours of the Site.
Habitat benefits on Site will be achieved for both terrestrial and aquatic species by
increasing micro - habitat diversity and vegetation diversity.
Overall, the Site met the criteria of 320 planted stems per acre with an average sampled density of
348 planted stems per acre. In Year 1, planted and volunteer stems had a sampled density of 1,929
stems per acre; therefore, it was not necessary to perform another count in Year 2. Visual inspection
during Year 2 monitoring efforts confirmed that the volunteer stem count and species remained
consistent. No vegetation problem areas were noted during monitoring Year 2. Vegetation plot data
can be found in the summary table below and in Appendix C.
The Site met the vegetation survival rate success criteria in 8 of the 9 monitoring plots. The results
from Year 1 had shown that three plots did not meet the criteria; Plots 4, 6, and 7. Year 2 monitoring
results showed that Plots 4 and 7 now meet the criteria because stems that had been labeled missing in
Year 1 or were not included in the As -Built inventory were located in Year 2. Plot 6 was one stem
less than the 320 stems per acre target and therefore did not meet the criteria.
No wells on Site recorded soil saturation within the upper 12 inches for greater than 12.5 percent of
the growing season. However, 78 percent of the Site recorded hydrology within the upper 12 inches
between 5 percent and 12.5 percent of the growing season (see summary table below and Appendix
D). It is believed that the Site is still recovering from the severe drought that lasted several years in
the region. Precipitation measured well below average for the first 197 days (79 %) of the 249 day
growing season. On day 198, the site received five days of rainfall totaling 17.74 inches or >41% of
the rainfall received for the entire growing season. Precipitation data can be found in Appendix D.
Reference well locations can be found on Appendix A, Figure 1. Soil profiles were dug at each well
location. All profiles displayed hydric soil characteristics of low chroma soil color. Pedon description
sheets for each soil profile can be found in Appendix E.
Summary information/data related to the occurrence of items such as beaver or encroachment
and statistics related to performance of various project and monitoring elements can be found
in the tables and figures in the report appendices. Narrative background and supporting
information formerly found in these reports can be found in the Baseline Monitoring Report
(formerly Mitigation Plan) and in the Mitigation Plan (formerly the Restoration Plan)
Plum Creek Wetland Mitigation Project; EEP Project Number D06040 -A; Year 2 of 5; Submitted: February 2011
1
The Louis Berger Group, Inc. Plum Creek Wetland Mitigation Project
documents available on EEP's website. All raw data supporting the tables and figures in the
appendices is available from EEP upon request.
Summary Table: Vegetation Attainment Data
Plum Creek Wetland Restoration
EEP Project Number: D06040 -A
Summary of Stems per Acre Results for Years 1 through 5
Veg
Success Criteria Achieved / Total Stems (Stems per acre)
Plot
Year 1 (2009)
Year 2 (2010)
Year 1 (2009 )
Year 2 (2010)
Year 3 (2011)
Year 4 (2012)
Year 5 (2013)
1
Yes /11 stems
Yes / 12 stems
(1.2 percent)
(3.6 percent)
(445 )
(485
PCW2
Yes / 19 days
2
Yes / 8 stems
Yes / 8 stems
(7.6 percent)
(7.6 percent)
(320)
(320)
PCW3
No / 9 days
3
Yes / 9 stems
Yes / 8 stems
3.6 percent)
(6 percent)
(364)
(320
PCW4
Yes / 22 days
4'
Yes / 7 stems
Yes / 8 stems
(8.8 percent)
(7.2 percent)
(283)
(320)
PCW5
Yes / 41 days
5
Yes / 8 stems
Yes / 8 stems
(16.5 percent)
(8 percent)
(320 )
(320
6z
No / 7 stems
No / 7 stems
(283)
(283)
7
Yes / 7 stems
Yes / 8 stems
283
320
8
Yes / 9 stems
Yes / 9 stems
(364)
(364)
9
No / 8 stems
Yes / 8 stems
(320)
(320)
' - During Year 1 monitoring, these plots did not make vegetation criteria due to
missing stems. These stems were found during this year's monitoring efforts.
2 - One stem short of meeting the 320 stem/ac threshold.
Summary Table: Wetland Gauge Attainment Data — >5 percent and <12.5 percent criteria
Plum Creek Wetland Restoration
EEP Project Number: D06040 -A
Summary of Groundwater Gauge Results for Years 1 through 5
Gauge
Success Criteria Achieved / Max Consecutive Days During Growing Season (Percentage)
Year 1 (2009)
Year 2 (2010)
Year 3 (2011)
Year 4 (2012)
Year 5 (2013)
PCW 1
No / 3 days
No / 9 days
(1.2 percent)
(3.6 percent)
PCW2
Yes / 19 days
Yes / 19 days
(7.6 percent)
(7.6 percent)
PCW3
No / 9 days
Yes / 15 days
3.6 percent)
(6 percent)
PCW4
Yes / 22 days
Yes / 18 days
(8.8 percent)
(7.2 percent)
PCW5
Yes / 41 days
Yes / 20 days
(16.5 percent)
(8 percent)
Plum Creek Wetland Mitigation Project; EEP Project Number D06040 -A; Year 2 of 5; Submitted: February 2011
2
The Louis Berger Group, Inc. Plum Creek Wetland Mitigation Project
Summary Table: Wetland Gauge Attainment Data — >5 percent and <12.5 percent criteria
Plum Creek Wetland Restoration
EEP Pro'ect Number: D06040 -A
PCW6
No / 3 days
No / 8 days
(1.2 percent)
(3.2 percent)
PCW7
Yes / 24 days
Yes / 18 days
9.6 percent)
7.2 percent)
PCW8
Yes / 22 days
Yes / 19 days
(8.8 percent)
(7.6 percent)
PCW9
No / 12 days
Yes / 15 days
(4.8 percent)
(6 percent)
2. Methodoloav
2.1. Ve etg ation
Vegetative data will be sampled every monitoring year for five years. Survival criteria of
planted woody stems will be 320 stems per acre in Year 3, 288 stems per acre in Year 4, and
260 stems per acre at the completion of the project monitoring period at Year 5.
Nine vegetation plots were established on Site. All plots are 10 meters by 10 meters in size.
Plots were established at each monitoring well location (Appendix B, Figure 2). Each plot is
identified by its corresponding well as shown on Appendix B, Figure 2. The plots were
established throughout the Site in order to gain a representative view of the overall success of
the plant community.
The CVS -EEP Level 1 was used for assessing vegetative success (Lee et al., 2006). Level 1 is
the inventory of planted stems. Berger is only required to perform a Level 1 assessment under
the existing contract. Although Berger performed a Level 2 assessment in Year 1, it was not
done in Year 2. Visual inspection during Year 2 monitoring efforts confirmed that the
volunteer stem count and species remained consistent; therefore, a Level 2 assessment was not
necessary.
2.2. Hydrology
Hydrology will be considered successful by two metrics, per the USACE wetland delineation
manual (Environmental Laboratory, 1987). One criterion provides for hydrologic success if
the soil is ponded, flooded, or saturated within 12 inches of the soil surface continuously for at
least 12.5 percent of the growing season, assuming normal precipitation. The second
alternative measurement of success would be to attain ponded, flooded, or saturated conditions
within 12 inches of the soil surface continuously between 5 and 12.5 percent of the growing
season, provided the hydric soil and hydrophytic vegetation wetland criteria are also met. In
Brunswick County, the growing season is typically 249 days, assuming a temperature of above
28 degrees F and a frequency of 5 of 10 years (MRCS, 2009). The growing season in
Brunswick County typically occurs between approximately March 15 and November 18 in a
given calendar year. As a result, 5 to 12.5 percent of the growing season is 12 to 31 days.
The groundwater hydrology of the Plum Creek Site will be monitored during the growing
season in accordance with USACE guidelines through the use of shallow monitoring wells
Plum Creek Wetland Mitigation Project; EEP Project Number D06040 -A; Year 2 of 5; Submitted: February 2011
3
The Louis Berger Group, Inc. Plum Creek Wetland Mitigation Project
with automatic data loggers (USACE, 2003). Groundwater data will be collected from 15
monitoring wells. Nine wells were established throughout the site to accurately obtain a
representative view of the groundwater hydrology. Six additional wells were installed in the
western central portion of the site, perpendicular the western border ditch (Appendix B, Figure
2). The purpose of these wells is to show the linear extent of drawn down effect of this ditch on
the wetland.
A stream gauge was installed in Boggy Branch, within the property boundaries, for
informational purposes only. The stream gauge will keep records of the level of water in
Boggy Branch. No success criteria are attached to the gauge.
2.3. Photo Stations
Eight fixed photo stations were established throughout the Site. These locations are presented
in Figure 2. Photographs were taken during the monitoring efforts in November 2010.
Photographs can be found in Appendix B.
3. References
Environmental Laboratory, 1987. Corps of Engineers Wetlands Delineation Manual, Technical
Report Y -87 -1, US Army Engineer Waterways Experiment Station, Vicksburg, MS.
Lee, Michael T., R. K. Peet, S. D. Roberts, and T. R. Wentworth. 2006. CVS -EEP Protocol for
Recording Vegetation, Version 4.0 Available URL: hLtp :Hcvs.bio.unc.edu/methods.htm.
Natural Resources Conservation Service. Climate Information — Wetlands Retrieval for North
Carolina. Brunswick County. Available URL:
hLtp://www.wcc.nrcs.usda.gov/cgibin/getwetco.pl?state=nc. Accessed: January 15, 2009.
US Army Corps of Engineers, 2003. Stream Mitigation Guidelines. Prepared by: USACE,
NCDWQ, USEPA, NCWRC.
Plum Creek Wetland Mitigation Project; EEP Project Number D06040 -A; Year 2 of S; Submitted: February 2011
4
Appendix A:
Project Vicinity Map and Background Tables
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. -I Directions to the Site: From Raleigh, take 1 -40 E. Take the 1- 140/US -17 exit, Exit 416 A -B, toward TOPSAI L I SLAND/
NEW BERN/ MYRTLE BEACH (0.2 mi). Merge onto 1 -140 W /US -17S via Exit416A toward SHALLOTTE /MYRTLE
-} BEACH (7.0 mi). Merge onto US-17 S toward MYRTLE BEACH /CAROLINA BEACH (6.8 mi)_ Merge onto US -17 S/
OCEAN HWY E/rHOMAS J HARRELSON HWY toward S HAL L OTTE/MY RTL E BEACH (17.5 mi). Tum RIGHT onto
RANDOLPHVILLE RD NE (0.5 mi} Turn LEFT onto GALLOWAY ROAD and proceed to RED RUN TRAIL. Take the
first LEFT and follow it (bear left at each fork) until it T's another dirt road. This is the southwest corner ofthe Site.
The subject project site is an environmental restoration site of the NCDENR Ecosystem Enhancement Program (EEP) and is encompassed by recorded conservation easement, but is bordered by land under private
ownership. Accessing the site may require traversing areas near or along the easement boundary and therefore access by the general public is not permitted. Access by authorized personnel of state aril federal
agencies or their designees /contractors involved in the development, oversight and stewardship ofthe restoration site is permitted within the terms and timeframes of their defined roles. Any intended site visitation or
activity by any person outside ofthese previously sanctioned roles and activities requires prior coordination with EEP.
Legend N L`` North Carolina
Ecosystem Enhancement Program
Reference Site Plum Creek Wetland Mitigation Site
)k Brunswick County
12 Digit HUC 0 0.5 1 2 EEP Project No. D06040 -A
Project Vicinity Map
Miles
Project Easement Boundary The Louis Berger Group, Inc. FIGURE 1
Roads Source: USGS7.5 Minute Topographic Map: Bolivia, NC 1001 Wade Avenue, Suite 400
Raleigh, NC 27605 1 December 2010
The Louis Berger Group, Inc. Plum Creek Wetland Mitization Proiect
Table 1: Project Components and Mitigation Credits
Plum Creek Wetland Mitigation Project
EEP Project Number: D06040 -A
Project
Total Acres*
Type
Restoration
Comment
Component or
January 2007
February 2007
Level
Aril 2008
Reach ID
Existing Vegetation Removal
N/A
and Ratio
Construction
Planting
77
Non - riverine/
Restoration
Pond Pine
Zone 1
January 2009
Non - riparian
1:1
Woodland
February 2010
Year 2 Monitoring
November 2010
February 2011
Community
Existing
6
Non - riverine/
Enhancement
Pond Pine
Wetland WA
Non- riparian
2:1
Woodland
Community
Mitigation Unit Summations
Non-Riparian Wetland — 80 acres
* The remaining acreage is either unsuitable for mitigation or will remain as upland.
Table 2: Project Activity and Reporting History
Plum Creek Wetland Mitigation Project
EEP Project Number: D06040 -A
Elapsed Time Since Vegetation Removal Complete: 2 yrs 5 months
Elapsed Time Since Planting Complete: 2 yrs
Number of Re orting Years: 2
Activity or Report
Data Collection
Complete
Completion or
Deliver
Technical Proposal
January 2006
March 2006
Categorical Exclusion
January 2007
February 2007
Restoration Plan
Aril 2008
July 2008
Existing Vegetation Removal
N/A
July 2008
Construction
N/A
October 2008
Planting
N/A
December 2008
Mitigation Plan / As -built (Year 0 Monitoring
— baseline)
January 2009
April 2009
Year 1 Monitoring
November 2009
February 2010
Year 2 Monitoring
November 2010
February 2011
Plum Creek Wetland Mitigation Project; EEP Project Number D06040 -A; Year 2 of S; Submitted: February 2011
Appendix A
The Louis Berger Group, Inc. Plum Creek Wetland Mitization Proiect
Table 3: Project Contacts Table
Plum Creek Wetland Mitigation Project
EEP Project Number: D06040 -A
Designer
The Louis Berger Group, Inc.
1001 Wade Avenue, Suite 400
Raleigh, North Carolina 27605
Primary project design POC
Michael O'Rourke 919 - 866 -4421
Construction Contractor
River Works, Inc
4117 Pleasant Garden Road
Greensboro, NC 27406
Construction contractor POC
Bill Wright (336- 279 -1002)
Planting Contractor
Superior Forestry Services, Inc.
36462 Highway 27
Tilley, AR 72679
Planting contractor POC
John Foley (870- 496 -2442)
Nursery Stock Suppliers
Division of Forest Resources —
Claridge Nursery (919- 731 -7988)
Coastal Plain Nurse 252- 482 -5707
Monitoring Performers
The Louis Berger Group, Inc.
1001 Wade Avenue, Suite 400
Raleigh, North Carolina 27605
Stream Monitoring POC
N/A
Vegetation Monitoring POC
Ray Bode, PWS (919- 866 -4420)
Tina Sekula, PWS (919- 866 -4439)
Wetland Monitoring POC
Ray Bode, PWS (919- 866 -4420)
Tina Sekula, PWS (919- 866 -4439)
Plum Creek Wetland Mitigation Project; EEP Project Number D06040 -A; Year 2 of 5; Submitted: February 2011
Appendix A
The Louis Berger Group, Inc. Plum Creek Wetland Mitization Proiect
Table 4: Project Background Table
Plum Creek Wetland Mitigation Project
EEP Project Number: D06040 -A
Project Information
Project Name
Plum Creek Wetland Mitigation Project
County
Brunswick County
Project Area acres
Approximately 89 acres
Project Coordinates latitude and longitude)
34.068850, - 78.229486
Project Watershed Summary Information
Physiographic Province
Middle Atlantic Coastal Plain
River Basin
Lumber River
USGS Hydrologic Unit 8-digit
03040208
USGS Hydrologic Unit 12-digit
030402080102
NCDWQ Sub -basin
Long Bay Subbasin
Project Drainage area (acres)
110 acres
Project Drainage Area Percentage of
Impervious Area
0%
CGIA Land Use Classification
Other Needleleaf Evergreen Forests
Wetland Sum mar Information
Size of Wetland (acres)
83 acres
Wetland Type
Non-Riparian, non- riverine
Mapped Soil Series
Torhunta Mucky Fine Sandy Loam
Drainage class
Very poorly drained soils
Soil H dric Status
Hydric
Source of Hydrology
Precipitation / Groundwater
Hydrologic Im airment
Previous Ditching
Native Vegetation Community
Pond Pine Woodland Community
Percent Composition of exotic invasive
vegetation
5%
Regulatory
Considerations
Regulation
Applicable?
Resolved?
Supporting
Documentation
Waters of the United States — Section 404
Yes
Yes
Jurisdictional
Determination
Waters of the Unites States — Section 401
No
Endangered Species Act
No
Historic Preservation Act
No
CZMA / CAMA
No
FEMA Floodplain Compliance
No
Essential Fisheries Habitat
No
Plum Creek Wetland Mitigation Project; EEP Project Number D06040 -A; Year 2 of S; Submitted: February 2011
Appendix A
Appendix B:
Visual Assessment Data
V%u�'I .
To
ditch25
ditch50
ditch75
ditch 100
Pn
ICe,
Lo
� 1, cf4�1'
a-- ditch235
ditch 185
G -9 / ditch 135 i
r G -1
.PS4
Ib
y
riiiiiii I
G -2
Ib
1 G -5
PS8 �
&G -4
C�
GoA
G -3 1 - 78.2263634050 34.0681132397 VP7 - 78.2311915177 34.0694261940
G4 1 - 78.2275238683 34.0702695894 VP8 - 78.2308472157 34.0683872598
G -5 - 78.2279971273 34.0713911213 VP2 - 78.2295368290 34.0671881345
G -6 - 78.2333634835 34.0692539959 VP5 - 78.2278973076 34.0714729062
G -7 1 - 78.2312897976 34.0695092583 VP4 - 78.2274240495 34.0703513738
N
ditch75
\�
Go
d�
Ix
Y
Cam\
ditch75
- 78.2331980320
34.06794884048840 3
PS1
- 78.2329393125
34.0662820253
36
- 78.2331256261
34.0679703596
T
- 78.2329613657
34.0669550523
ditch185
- 78.2328570459
34.0680126646
PS3
- 78.2334434147
04
_ BG99Y.Br.
G -3 1 - 78.2263634050 34.0681132397 VP7 - 78.2311915177 34.0694261940
G4 1 - 78.2275238683 34.0702695894 VP8 - 78.2308472157 34.0683872598
G -5 - 78.2279971273 34.0713911213 VP2 - 78.2295368290 34.0671881345
G -6 - 78.2333634835 34.0692539959 VP5 - 78.2278973076 34.0714729062
G -7 1 - 78.2312897976 34.0695092583 VP4 - 78.2274240495 34.0703513738
N
ditch75
- 78.2332904341
34.06793291171
Name
Ix
Y
/
ditch75
- 78.2331980320
34.06794884048840 3
PS1
- 78.2329393125
34.0662820253
ditch100
- 78.2331256261
34.0679703596
PS2
- 78.2329613657
34.0669550523
ditch185
- 78.2328570459
34.0680126646
PS3
- 78.2334434147
34.0693263096
ditch235
- 78.2326987612
34.0680499215
PS4
- 78.2306035321
34.0697689117
Boggy Br. Stream Gauge
- 78.2248154689
34.0683718407
PS5
- 78.2255670474
34.0680886051
0 250
500 1,000
PS6
- 78.2265428881
34.0699722721
Feet
PS7
78.2271424208
34.0709648899
PS8
2281502514
34.0713047457
Legend
r; North Carolina
o Project Easement Boundary
Groundwater Monitoring Wells
USDA Soil
Ecosystem Enhancement Program
Wetland Enhancement
fi
• hydrology greater than 12.5 percent
Goldsboro Fine Sandy Loam, 0 To 2
Percent Slopes
_
` Plum Creek Wetland Mitigation Site
Photo Station and View Direction
® hydrology >5 percent and <12.5 percent
-Leon Fine Sand, 0 To 2 Percent Slopes
- Contours
* hydrology not met
Lynchburg Fine Sandy Loam
Brunswick County
Ditch Plugs
• Boggy Branch Gauge
- Pantego Mucky Loam
EEP Project No. D06040 -A
Non - Restored Upland Area
Vegetation Monitoring Plots
- Rains Fine Sandy Loam
Current Condition Plan View
® Pond Pine Woodland
Vag Survival Met
Torhunta Mucky Fine Sandy Loam
The Louis Berger Group, Inc.
FIGURE 2
Nonriverine Wet Hardwood Forest
- Vag Survival Not Met
1001 Wade Avenue, SUlte 400
Raleigh, NC 27605
December 2010
The Louis Berger Group, Inc. Plum Creek Wetland Mitigation Project
Vegetation Monitoring Plot Photos
Veg Plot 1, view from southwest corner
January 7, 2009
Veg Plot 1, view from southwest corner
November 15, 2010
Veg Plot 2, view from southwest corner
January 7, 2009
Veg Plot 3, view from southwest corner
January 8, 2009
Veg Plot 2, view from southwest corner
November 15, 2010
Veg Plot 3, view from southwest corner
November 16, 2010
Plum Creek Wetland Mitigation Project; EEP Project Number D06040 -A; Year 2 of 5; Submitted: February 2011
Appendix B
The Louis Berger Group, Inc. Plum Creek Wetland Mitigation Project
Veg Plot 4, view from southwest corner
January 8, 2009
Veg Plot 5, view from southwest corner
January 8, 2009
Veg Plot 6, view from southwest corner
January 7, 2009
Veg Plot 4, view from southwest corner
November 16, 2010
Veg Plot 5, view from southwest corner
November 15, 2010
Veg Plot 6, view from southwest corner
November 15, 2010
Plum Creek Wetland Mitigation Project; EEP Project Number D06040 -A; Year 2 of 5; Submitted: February 2011
Appendix B
The Louis Berger Group, Inc. Plum Creek Wetland Mitigation Project
Veg Plot 7, view from southwest corner
January 7, 2009
Veg Plot 8, view from southwest corner
January 7, 2009
Veg Plot 7, view from southwest corner
November 15, 2010
Veg Plot 8, view from southwest corner
November 15, 2010
Veg Plot 9, view from southwest corner,
January 7, 2009
Veg Plot 9, view from southwest corner
November 15, 2010
Plum Creek Wetland Mitigation Project; EEP Project Number D06040 -A; Year 2 of S; Submitted: February 2011
Appendix B
The Louis Berger Group, Inc. Plum Creek Wetland Mitigation Proiect
Photo Stations
Photo Station 1, view looking north
October 28, 2009
Photo Station 2, view looking east
October 28, 2009
Photo Station 3, view looking east
October 28, 2009
Photo Station 1, view looking north
November 15, 2010
Photo Station 2, view looking east
November 15, 2010
Photo Station 3, view looking east
November 15, 2010
V.
Plum Creek Wetland Mitigation Project; EEP Project Number D06040 -A; Year 2 of 5; Submitted: February 2011
Appendix B
The Louis Berger Group, Inc. Plum Creek Wetland Mitigation Proiect
Photo Station 4, view looking east
October 29, 2009
Photo Station 5, view looking east
October 29, 2009
Photo Station 6, view looking west
October 29, 2009
Photo Station 4, view looking east
November 15, 2010
Photo Station 5, view looking east
November 15, 2010
Photo Station 6, view looking west
November 15, 2010
Plum Creek Wetland Mitigation Project; EEP Project Number D06040 -A; Year 2 of 5; Submitted: February 2011
Appendix B
The Louis Berger Group, Inc. Plum Creek Wetland Mitigation Proiect
Photo Station 7, view looking east
October 29, 2009
Photo Station 8, view looking north
October 29, 2009
Photo Station 7, view looking east
November 15, 2010
Photo Station 8, view looking north
November 15, 2010
Plum Creek Wetland Mitigation Project; EEP Project Number D06040 -A; Year 2 of S; Submitted: February 2011
Appendix B
Appendix C:
Vegetation Plot Data
The Louis Berger Group, Inc. Plum Creek Wetland Mitigation Project
Table 5: Veg Plot Criteria Attainment
Plum Creek Wetland Restoration
EEP Pro'ect Number: D06040 -A
Tract
Veg Plot ID
Stems Per Acre
Veg Survival
Threshold Met?
(320 stems per
acre
Tract Mean
Plum Creek Wetland
Restoration Site
1
485
Y
89%
2
320
Y
3
320
Y
4
320
Y
5
320
Y
6
280
N
7
320
Y
8
364
Y
9
320
Y
' - During Year 1 monitoring, these plots did not make vegetation criteria due to
missing stems. These stems were found during this year's monitoring efforts.
2 - One stem short of meeting the 320 stem/ac threshold.
Table 6: CVS Vegetation Metadata Table
Plum Creek Wetland Restoration
EEP Project Number: D06040 -A
3. Report Prepared By
4. Tina Sekula
5. Date Prepared
6. 12/10/2010 14:28
7.
8.
9.
10.
11. database name
12. The Louis Berger Group -Plum Year 2.mdb
13. database location
14. G:\JR_ PROJECTS\ JR5155 _Plum_Creek_W_Rest\Monitoring_
Data\2010 \ve data
15. computer name
16. RAL- TSEKULA -X
17. file size
18. 374661 12
19.
20.
21.
22.
23. DESCRIPTION OF
WORKSHEETS IN THIS
DOCUMENT------ - - - - --
24.
25. Metadata
26. Description of database file, the report worksheets, and a
summary of project(s) and project data.
27. Pro', planted
28. Each project is listed with its PLANTED stems per acre, for
each year. This excludes live stakes.
29. Pro', total stems
30. Each project is listed with its TOTAL stems per acre, for each
year. This includes live stakes, all planted stems, and all
natural/volunteer stems.
31. Plots
32. List of plots surveyed with location and summary data (live
stems, dead stems, missing, etc.).
33. Vigor
34. Frequency distribution of vigor classes for stems for all plots.
Plum Creek Wetland Mitigation Project; EEP Project Number D06040 -A; Year 2 of 5; Submitted: February 2011
Appendix C
The Louis Berger Group, Inc. Plum Creek Wetland Mitigation Proiect
Table 6: CVS Vegetation Metadata Table
Plum Creek Wetland Restoration
EEP Project Number: D06040 -A
35. Vigor b Spp
36. Frequency distribution of vigor classes listed by species.
37. Damage
38. List of most frequent damage classes with number of
occurrences and percent of total stems impacted by each.
39. Damage by Spp
40. Damage values tallied by type for each species.
41. Damage by Plot
42. Damage values tallied by type for each plot.
43. Planted Stems by Plot and
SPP
44. A matrix of the count of PLANTED living stems of each
species for each plot; dead and missing stems are excluded.
45.
46.
47.
48.
49. PROJECT SUMMARY---- -
--------------------------------
50.
51. Project Code
52. 92549
53. project Name
54. Plum Creek Wetland Restoration Site
55. Description
56. The project involves the construction of approximately 80 acres
of non - riverine wetland restoration.
57. River Basin
58. Lumber
59. length(ft)
60.
61. stream-to-edge width (ft)
62.
63. area (s m )
64.
65. Required Plots calculated
66.
67. Sampled Plots
68. 0
Plum Creek Wetland Mitigation Project; EEP Project Number D06040 -A; Year 2 of 5; Submitted: February 2011
Appendix C
The Louis Berger Group, Inc. Plum Creek Wetland Mitigation Project
Table 7: CVS Stem Count Total and Planted by Plot and Species
Plum Creek Wetland Restoration
EEP Project Number: D06040 -A
GJ
E
i-1
N
M
4
LA
%6
r�
00
C 1
C
w
M
++
H
ri
ri
ri
ri
ri
ri
ri
ri
ri
d
y
Z
R y
�
►+
N
i
N
i
N
is
N
i
C N
i
� N
i
N
i
N
i
C N
L
0
O
a
O'
'^
,n
d.
,n co
,n co
,n co
d.
,n ca
,,� ca
�.
,n co
d.
,n ra
d.
,,� m
Q.
N
E
}'
ate+ H
U
;
N O
0 A
N O
Cn �
N O
Cn >
N O
Cn >
N O
Cn >-
N O
O, >
N O
Cn >
N O
O) >
N O
M >
U
O
O
O
O
O
O
O
O
O
O
V
C.
M
M
C.
M
M
C.
C.
M
Chamaecyparis
Atlantic white
thyoides
cedar
4
3
1.33
1
2
1
Gordonia lasianthus
loblolly bay
10
7
1.43
1
1
1
2
2
1
2
Pinus serotina
pond pine
60
9
6.67
9
7
6
6
4
7
8
8
5
Quercus laurifolia
laurel oak
1
1
1
1
swamp
Quercus michauxii
chestnut oak
1
1
1
1
TOT:
0
1 5 1
5
1 76
1 5
1 12
8
8
1 8
8
1 7
1 8
1 9
1 8
Project Code
Project Name
River Basin
Year 2 Stem Count
92549
Plum Creek Wetland Restoration Site
Lumber
341.734543
Plum Creek Wetland Mitigation Project; EEP Project Number D06040 -A; Year 2 of S; Submitted: February 2011
Appendix C
Appendix D:
Hydrologic Data
The Louis Berger Group, Inc. Plum Creek Wetland Mitigation Project
Table 8: Wetland Gauge Attainment Data — >5 percent and <12.5 percent criteria
Plum Creek Wetland Restoration
EEP Project Number: D06040 -A
Summary of Groundwater Gauge Results for Years 1 through 5
Gauge
Success Criteria Achieved / Max Consecutive Days During Growing Season (Percentage)
Year 1 (2009)
Year 2 (2010)
Year 3 (2011)
Year 4 (2012)
Year 5 (2013)
PCW1
No / 3 days
No / 9 days
(1.2 percent)
(3.6 percent)
PCW2
Yes / 19 days
Yes / 19 days
(7.6 percent)
(7.6 percent)
PCW3
No / 9 days
Yes / 15 days
(3.6 percent)
(6 percent)
PCW4
Yes / 22 days
Yes / 18 days
(8.8 percent)
7.2 percent)
PCW5
Yes / 41 days
Yes / 20 days
(16.5 percent)
(8 percent)
PCW6
No / 3 days
No / 8 days
1.2 percent)
3.2 percent)
PCW7
Yes / 24 days
Yes / 18 days
(9.6 percent)
(7.2 percent)
PCW8
Yes / 22 days
Yes / 19 days
(8.8 percent)
7.6 percent)
PCW9
No / 12 days
Yes / 15 days
(4.8 percent)
(6 percent)
Plum Creek Wetland Mitigation Project; EEP Project Number D06040 -A; Year 2 of 5; Submitted: February 2011
Appendix D
12.0
0.0
s.
a�
3
-12.0
0
i
V
0
o~
A
-24.0
Plum Creek Wetland Mitigation
Gauge G -1 (Serial No. EBD3BBC)
Project Site
- 36.0
0 0
0
0 0
0 0
~
N
N
f) 116
�y
0 o O O o 0 0 0 0 o O o 0 0 0 0 0 0 0
S�, cd cd •'S U U 0 0 N N
Q Q ti ti ti ti ti V] V] z z Q Q
N
Date of Measurement
Groundwater - - - - Required Depth (in.) Precipitation
4.00
3.50
3.00
2.50
2.00
0
t~
0
s�
v
1.50
a
1.00
0.50
0.00
0
U
U
Q
M
12.0
0.0
s�
r
-12.0
0
L7
0
4
a�
A -24.0
-36.0
Plum Creek Wetland Mitigation
Gauge G -2 (Serial No. EBD77A1)
Reference Wetland
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
- M
N N N '--' ~ M ,M-i N N N
N
Date of Measurement
Groundwater - - - -Required Depth (in.) Precipitation
4.00
3.50
3.00
2.50 ^
0
2.00
1.50 a
1.00
0.50
0.00
0
U
U
Q
M
12.0
0.0
r
-12.0
0
L7
0
a�
-24.0
-36.0
Plum Creek Wetland Mitigation
Gauge G -3 (Serial No. 113131387)
Project Site
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
N N N N '--' ~ M ,M-i N N N M
Date of Measurement
Groundwater - - - -Required Depth (in.) Precipitation
4.00
3.50
3.00
2.50 ^
s~
t~
0
2.00
s�
1.50 a
1.00
0.50
0.00
0
U
U
Q
M
12.0
0.0
s�
-12.0
0
L7
0
a�
A -24.0
-36.0
Plum Creek Wetland Mitigation
Gauge G -4 (Serial No. 1130ED8A)
Project Site
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
N N N N '--' ~ M ,M-i N N N M
Date of Measurement
- Groundwater - - - -Required Depth (in.) Precipitation
4.00
3.50
3.00
2.50 ^
0
2.00
1.50 a
1.00
0.50
-- 0.00
0
U
U
Q
M
12.0
0.0
s�
r
-12.0
0
L7
0
4
a�
-24.0
-36.0
Plum Creek Wetland Mitigation
Gauge G -5 (Serial No. 11313B7D)
Project Site
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Date of Measurement
Groundwater - - - -Required Depth (in.) Precipitation
4.00
3.50
3.00
2.50 ^
0
2.00
1.50 a
1.00
0.50
0.00
0
U
U
Q
M
12.0
0.0
r
-12.0
0
L7
0
4
a�
A -24.0
beginning of
i
growing
i season -
' March 15
o Q
Plum Creek Wetland Mitigation
Gauge G -6 (Serial No. EBD218E)
Project Site
� 4.00
end of growing
season - i
November 18 ; 3.50
3.00
2.50
0
2.00
1.50 a
A k i h I• T 1.00
0.50
-36.0 i r- 1)Lliu4° 111'n fu; ' SJli Q III 1 1, ��- '�4�yr
4' '
u �11 IL_IIrVLII , I 1r 11 1 u Y. . 1 h 11 1
u . � „. i i i._ 0.00
0 0 0 0 0 0 0 0 0
0 0
0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0
N '—' N •-- N N
� N
~ ,-- N --' N
N , m
Date of Measurement
- Groundwater
- - - -Required Depth (in.)
Precipitation
Plum Creek Wetland Mitigation
Gauge G -7 (Serial No. EBD2Al2)
Project Site
12.0
beginning of
growing
season -
March 15
0.0 A ' A
a~
s�
-12.0 y --- - - - - -- ----- - - - - --
L7 '
s:L �
A -24.0
IIN
end of growing
season - ,
November 18
- - r- -
4.00
3.50
3.00
2.50 ^
s~
t~
0
2.00
s�
1.50 a
1.00
0.50
-36.0 T r-,) u 4 ° 111i 41 ` ' ' 1 -11 4a S il 1411
11, 1 4l '
11 ��
u u._ 0.00
0 0 0 0 0 0 0 0 0
0 0
0 0 0 0 0 0
0 0 0 0
0 0 0 0 0 0
N •--� N N
N
N �--' N
N
Date of Measurement
Groundwater
- - - -Required Depth (in.)
Precipitation
12.0
1E
s�
-12.0
0
L7
0
a�
A -24.0
-36.0
Plum Creek Wetland Mitigation
Gauge G -8 (Serial No. 1130ED80)
Project Site
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
- M
N N N '--' ~ M ,M-i N N N
N
Date of Measurement
- Groundwater - - - -Required Depth (in.) Precipitation
4.00
3.50
3.00
2.50 ^
0
2.00
1.50 a
1.00
0.50
0.00
0
U
U
Q
M
12.0
0.0
r
-12.0
L7
4
a�
-24.0
Plum Creek Wetland Mitigation
Gauge G -9 (Serial No. EBD5020)
Project Site
beginning of
i growing
,season -
March 15
-------- "-- �----------------
end of growing
season -
November 18
Bpi
4.00
3.50
3.00
2.50 ^
0
2.00
1.50 a
1.00
0.50
-36.0 i r- 1)uN4° 1111n 11`' ',4114a 1, -JYI
ill J 4' '�11
� ]4� IL_r�v4„ . I 1r1;11-1r1I u IP . '16r J— I�rT���'—
��Ivvu��uu._ 0.00
0 0 0 0 0 0 0 0 0
0 0
0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0
N '-' N •--� N N
� N
~ ,--� N --' N
N ,� � m
Date of Measurement
Groundwater
- - - -Required Depth (in.)
Precipitation
12.0
0.0
s.
a�
3
-12.0
0
i
V
0
o~
A
-24.0
-36.0
0
Plum Creek Wetland Mitigation
Gauge 'Ditch25' (Serial No. EBD3EDF)
Project Site
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
ti ti ti
Q Q
N
Date of Measurement
- Groundwater - - - -Required Depth (in.) Precipitation
4.00
3.50
3.00
2.50
2.00
0
t~
0
s�
v
1.50
a
1.00
0.50
0.00
0
U
U
Q
M
12.0
0.0
r
-12.0
0
L7
0
a�
A -24.0
-36.0
Plum Creek Wetland Mitigation
Gauge 'Ditch50' (Serial No. EBD64BE)
Project Site
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
N '-' N •--� N N � N '--' ,--i N --' N
Date of Measurement
- Groundwater - - - -Required Depth (in.)
0 0
0
0
0 0
U U
O
O
O N
z
z
Q Q
kn
M
N
Precipitation
4.00
3.50
3.00
2.50 ^
0
2.00
1.50 a
1.00
0.50
0.00
0
U
U
Q
M
12.0
0.0
-12.0
0
L7
0
a�
A -24.0
-36.0
Plum Creek Wetland Mitigation
Gauge 'Ditch75' (Serial No. EBDBA05)
Project Site
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
- M
N N N '--' ~ M ,M-i N N N
N
Date of Measurement
Groundwater - - - -Required Depth (in.) Precipitation
4.00
3.50
3.00
2.50 ^
0
2.00
1.50 a
1.00
0.50
-- 0.00
0
U
U
Q
M
12.0
beginning of
growing
1 season -
March 15
1E
s�
r
-12.0
r�fy'
V
0
J.d
4
A -24.0
Plum Creek Wetland Mitigation
Gauge 'Ditch100' (Serial No. 11310FEA)
Project Site
1 1
end of growing
season -
November 18
I 1
r
4.00
3.50
3.00
2.50
0
2.00
1.50 a
1.00
0.50
-36.0 i r- 1)uN4° 11x'411`' 11M I I4a 1, .11,11
ill J 4' '�11
� ]4� Ie_r�v4„ . I 1r'; 111�1 I u
IP . 'I rJ— I�rT
°r -�� �Ivvu �uu._ 0.00
0 0 0 0 0 0 0 0 0
0 0
0 0 0 0 0 0
0 0 0 0
0 0 0 0 0 0
It
�
o O
O z Z Q Q Q
\10 n
N C
N N
r` N
4
'--'
O 4
'--'
N ti
Date of Measurement
Groundwater
- - - -Required Depth (in.)
Precipitation
12.0
0.0
s�
r
-12.0
0
L7
0
a�
-24.0
-36.0
Plum Creek Wetland Mitigation
Gauge'Ditch185' (Serial No. 11313BC2)
Project Site
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Date of Measurement
- Groundwater - - - -Required Depth (in.) Precipitation
4.00
3.50
3.00
2.50 ^
0
2.00
1.50 a
1.00
0.50
0.00
0
U
U
Q
M
12.0
0.0
s�
r
-12.0
0
L7
0
4
a�
A -24.0
-36.0
Plum Creek Wetland Mitigation
Gauge "Ditch235' (Serial No. A28C5CB)
Project Site
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
N '-' N •--� N N � N '--' ,--i N --' N
Date of Measurement
- Groundwater - - - -Required Depth (in.)
0 0
0
0
0 0
U U
O
O
O N
z
z
Q Q
kn
M
N
Precipitation
4.00
3.50
3.00
2.50 ^
0
2.00
1.50 a
1.00
0.50
0.00
0
U
U
Q
M
LKIIII
40.50
40.00
39.50
A
39.00
e�
W 38.50
38.00
37.50
Plum Creek Mitigation Site
Stream Gauge SG -1 (Serial No. 9DE767F )
4.00
3.50
3.00
2.50
0
2.00
C.
U
1.50
AO
1.00
0.50
37.00 1 'TLI ITi
IT1111�
1 t
4
1\1 t
. 1 1 I 1 I _ i
,
I A , I I I I �i
I I I _ i III TP/�I II iI I'll I I IIII111.11iT�1
1
R 1 111W
TiT4)
Y\ �I 1 .11 .11
0.00
O O O
O
O
O
O
O O
O
O O
O O O O O
O O
O
O O
O
O
O O
O
Q Q
Q
N
•--�
N
•--�
N
N
N
pp N O
'-' ,--�
C
N �"'
4
N
N
N
M
Channel Bed Elevation Water's Sureface Elevation Precipitation
12.0
0.0
s.
3
c -12.0
0
0
V
0
A -24.0
-36.0
0
ti
Plum Creek Wetland Mitigation Reference Site
FOREST GUAGE (Formerly REF 21 (Serial No. EBCFCF6)
0 0 0 0 0 0 0 0 0
Groundwater
0 0 0 0 0 0 0 0 0
4 op
N Date of Measurement ~ N
- - - -Required Depth (in.)
0
0
0
0
0
0 0
o
o
�
O
O
Q Q
4
N
In
01
M
N
N
�
Precipitation
4.00
3.50
3.00
2.50
s~
0
2.00
a
1.50 w
1.00
limit]
0.00
0
U
U
Q
M
PO
12.0
0.0
C
s,
3
-12.0
0
0
a
a�
A -24.0
-36.0
0
ti
Plum Creek Wetland Mitigation Reference Site
POND GUAGE {Formerly PC -REF11 (Serial No. EBD2B2F)
0 0 0 0 0 0 0 0 0
Groundwater
0 0 0 0 0 0 0 0 0
4 o�
N N
Date of Measurement
- - - -Required Depth (in.)
0 0 0 0 0
� O O o 0
4 N Z Z
N N 'r' O1
Precipitation
4.00
3.50
3.00
2.50
0
2.00
a
1.50 ';'*'
a
1.00
0.50
0.00
0 0 0
Q Q Q
�--� M
12.0
0.0
s.
F
0
-12.0
0
s.
L7
0
A -24.0
-36.0
0
ti
Plum Creek Wetland Mitigation Reference Guage
ROAD GUAGE {Formerly PLUM REF} (Serial No. 9DE6C99)
0 0 0 0 0 0 0 0 0
0 ¢I
N rq
Groundwater
0 0 0 0 0 0 0 0 0
4 o�
N N
Date of Measurement
- - - -Required Depth (in.)
0
0
0
0 0
Y
O
O
Q
z z
N
N
N
'r' O1
Precipitation
4.00
3.50
3.00
2.50
0
2.00
try
1.50 ;
a
1.00
0.50
0.00
0 0 0
�--� M
18.00
16.00
14.00
12.00
c
10.00
0
8.00
a
6.00
4.00
2.00
0.00
Plum Creek 30 -70 Percentile Graph
Shallotte, North Carolina
Jan 10 Feb 10 Mar 10 Apr 10 May 10 Jun 10 Jul 10 Aug 10 Sep 10 Oct 10 Nov 10 Dec 10
Date
2010 Rainfall — – 30th Percentile 70th Percentile
Appendix E:
Pedon Description Sheets
Pedon Description Sheet
Sampling Location: Well 1
Time: 2 -5PM
Date: 12/20/2010
Weather: 40 °F Sunny
Describer: Sekula /Bode
Landscape Position: Headwater wetland
Depth to Saturation or Free Water: saturation at 11in and free water at
20in
Vegetative Cover: Scrub -shrub
Parent Material(s):
Hydric Soil: es No Hydric Soil Indicator: F7
Soil Series:
Torhunta
HGM Wetland C ass: Slope
Depth:
Matrix Color /Colors:
Redox Concentrations
percent /size /color /location /type
Texture
% rock frags & size
Roots
size & abundance
1.5" - 0
organic matter
0 -9"
10 YR 2/1
sandy clay loam
9" -21"
10 YR 3/1
sandy clay
21 " -25"
10 YR 3/2
sandy clay
25" -36"
10 YR 4/2
5% / 7.5YR 5/6 / matrix
fine sandy clay
oxidized rhizospheres
36 " -40"
10 YR 5/2
25% / 10 YR 6/8 / matrix
sandy clay
oxidized rhizospheres
40 " -48"
10 YR 6/2
20 %/ 10 YR 6/8 / matrix
fine sandy clay
20% / 5 YR 4/6 / matrix
5% / 2.5 Y 5/6 / matrix
Pedon Description Sheet
Sampling Location: Well 2
Time: 2 -5PM
Date: 12/20/2010
Weather: 40 °F Sunny
Describer: Sekula /Bode
Landscape Position: Headwater wetland
Depth to Saturation or Free Water: saturation at 11in and free water at
15in
Vegetative Cover: Scrub -shrub
Parent Material(s):
Hydric Soil: es No Hydric Soil Indicator: F7
Soil Series:
Torhunta
HGM Wetland C ass: Slope
Depth:
Matrix Color /Colors:
Redox Concentrations
percent /size /color /location /type
Texture
% rock frags & size
Roots
size & abundance
1" -0
organic matter
0 -20"
10 YR 2/1
sandy clay loam
20 " -38"
10 YR 4/2
5% / 7.5 Y 6/8 / matrix
sandy clay
38 " -48"
10 YR 5/2 (50 %)
sandy clay
10 YR 2/1 (50 %)
20% / 7.5Y 6/8 / matrix
Pedon Description Sheet
Sampling Location: Well 3
Time: 2 -5PM
Date: 12/21/2010
Weather: 40 °F Sunny
Describer: Sekula /Bode
Landscape Position: Headwater wetland
Depth to Saturation or Free Water: saturation at 10in and free water at
20in
Vegetative Cover: Scrub -shrub
Parent Material(s):
Hydric Soil: res No Hydric Soil Indicator: F7
Soil Series:
Torhunta
HGM Wetland C ass: Slope
Depth:
Matrix Color /Colors:
Redox Concentrations
percent /size /color /location /type
Texture
% rock frags & size
Roots
size & abundance
0 -16"
10 YR 2/1
sandy clay loam
16 " -23"
10 YR 3/1
sandy clay
23 " -47"
10 YR 4/2
10% / 10 YR 6/6 / matrix
sandy clay
oxidozed rhizospheres
47 " -48"
10 YR 5/2
20% / 7.5 YR 5/8 / matrix
sandy clay
Pedon Description Sheet
Sampling Location: Well 4
Time: 2 -5PM
Date: 12/21/2010
Weather: 40 °F Sunny
Describer: Sekula /Bode
Landscape Position: Headwater wetland
Depth to Saturation or Free Water: saturation at 6in and free water at Bin
Vegetative Cover: Scrub -shrub
Parent Material(s):
Hydric Soil: res No Hydric Soil Indicator: F7
Soil Series:
Torhunta
HGM Wetland C _75 ss Slope
Depth:
Matrix Color /Colors:
Redox Concentrations
percent /size /color /location /type
Texture
% rock frags & size
Roots
size & abundance
0 -16"
10 YR 2/1
sandy clay loam
16 " -23"
10 YR 3/1
sandy clay
23" -47"
10 YR 4/2
10% / 10 YR 6/6 / matrix
sandy clay
oxidozed rhizospheres
47 " -48"
10 YR 5/2
20% / 7.5 YR 5/8 / matrix
sandy clay
Pedon Description Sheet
Sampling Location: Well 5
Time: 2 -5PM
Date: 12/20/2010
Weather: 40 °F Sunny
Describer: Sekula /Bode
Landscape Position: Headwater wetland
Depth to Saturation or Free Water: saturation at In and free water at 6in
Vegetative Cover: Scrub -shrub
Parent Material(s):
Hydric Soil: re s No Hydric Soil Indicator: F7
Soil Series:
Torhunta
HGM Wetland C ass: Slope
Depth:
Matrix Color /Colors:
Redox Concentrations
percent /size /color /location /type
Texture
% rock frags & size
Roots
size & abundance
2" -0
organic matter
0 -17"
10 YR 2/1
sandy clay loam
17 " -36"
10 YR 3/2
sandy clay
oxidized rhizospheres
36 " -48"
10 YR 4/2
sandy clay
oxidized rhizospheres
Pedon Description Sheet
Sampling Location: Well 6
Time: 2 -5PM
Date: 12/20/2010
Weather: 40 °F Sunny
Describer: Sekula /Bode
Landscape Position: Headwater wetland
Depth to Saturation or Free Water: saturation at 11in and free water at
20in
Vegetative Cover: Scrub -shrub
Parent Material(s):
Hydric Soil: res No Hydric Soil Indicator: F7
Soil Series:
Torhunta
HGM Wetland Cass: Slope
Depth:
Matrix Color /Colors:
Redox Concentrations
percent /size /color /location /type
Texture
% rock frags & size
Roots
size & abundance
2" -0
organic matter
0 -34"
10 YR 2/1
sandy clay loam
34" -48"
10 YR 3/2
sandy clay
oxidized rhizospheres
Pedon Description Sheet
Sampling Location: Well 7
Time: 2 -5PM
Date: 12/20/2010
Weather: 40 °F Sunny
Describer: Sekula /Bode
Landscape Position: Headwater wetland
Depth to Saturation or Free Water: saturation at 12in and free water at
14in
Vegetative Cover: Scrub -shrub
Parent Material(s):
Hydric Soil: es No Hydric Soil Indicator: F7
Soil Series:
Torhunta
HGM Wetland C _75 ss Slope
Depth:
Matrix Color /Colors:
Redox Concentrations
percent /size /color /location /type
Texture
% rock frags & size
Roots
size & abundance
1" -0
organic matter
0 -27"
10 YR 2/1
sandy clay loam
27" -36"
10 YR 4/2
20% / 10 YR 6/8 / matrix
sandy clay
oxidized rhizospheres
36 " -41"
10 YR 5/2
50% / 10 YR 5/8 / matrix
sandy clay
41" -48"
10 YR 6/2
20% / 10 YR 5/8 / matrix
sandy clay
Pedon Description Sheet
Sampling Location: Well 8
Time: 2 -5PM
Date: 12/20/2010
Weather: 40 °F Sunny
Describer: Sekula /Bode
Landscape Position: Headwater wetland
Depth to Saturation or Free Water: saturation at gin and free water at gin
Vegetative Cover: Scrub -shrub
Parent Material(s):
Hydric Soil: es No Hydric Soil Indicator: F7
Soil Series:
Torhunta
HGM Wetland C ass: Slope
Depth:
Matrix Color /Colors:
Redox Concentrations
percent /size /color /location /type
Texture
% rock frags & size
Roots
size & abundance
1" -0
organic matter
0 -24"
10 YR 2/1
sandy clay loam
24 " -30"
10 YR 5/2
sandy clay
oxidized rhizospheres
30 " -48"
10 YR 6/2
sandy clay
Pedon Description Sheet
Sampling Location: Well 9
Time: 2 -5PM
Date: 12/20/2010
Weather: 40 °F Sunny
Describer: Sekula /Bode
Landscape Position: Headwater wetland
Depth to Saturation or Free Water: saturation at 10in and free water at
14in
Vegetative Cover: Scrub -shrub
Parent Material(s):
Hydric Soil: es No Hydric Soil Indicator: F7
Soil Series:
Torhunta
HGM Wetland C ass: Slope
Depth:
Matrix Color /Colors:
Redox Concentrations
percent /size /color /location /type
Texture
% rock frags & size
Roots
size & abundance
1" -0
0 -11"
10 YR 2/1
sandy clay loam
11 " -17"
10 YR 2/2
sandy clay
oxidized rhizospheres
17 " -22"
10 YR 3/2
sandy clay
oxidized rhizospheres
22" -34"
10 YR 4/2
fine sandy clay
oxidized rhizospheres
34" -48"
10 YR 5/2
2% / 2.5 Y 5/6
sandy clay
oxidized rhizospheres