19970330 Ver 1_Year 3 Monitoring Report_20061201

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Melanie McKinney
S&ME
3718 Old Battleground Rd
Greensboro, NC 27410
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Di%ironment and Natural Resources
Alan W. Klimck, P.E. Director
Division of Watcr Qualily
3/8/06
Subject: Comments on Year III Monitoring Report Grandover Wetland Creation - Hole #12
West Holden Rd Stream Restoration (DWQ # 97-0330), Guilford County
Ms. McKinney:
DWQ staff have reviewed the year three monitoring report for the wetland creation and stream
restoration near West Holden Road, Greenboro and they had the following observations that they
would like to have addressed.
Please include a map showing the locations of the photo stations and the direction of the
photos.
2. Please include a summary table showing vegetative data from consecutive years.
3. The total acreage and location of the Bottomland hardwood area is unclear from the as-
built and yearly monitoring reports. The reports show relative locations for tree
plantings, but it does not distinguish between the different wetland types in the
presentation of the data.
4. The success of the site is based on a 60% survival rate (320 trees per acre) of the original
plantings which was supposed to be 500 woody stems per acre. Only 250 trees were
initially planted. Only plots 5 and 6 currently meet the 320 trees per acre (TPA) success
requirement.
5. Approximately 4000 shrubs or herbaceous species were initially planted. The success
criterion is 75% survival of the planted vegetation (-1200 TPA). While several plots are
close, only plot 1 met this success criterion.
6. Table l: shows 100% survivability of all of the vegetation species. It is unclear to DWQ
how there can be 100% survivability when the number of individual plants for some
species has decreased between years.
7. The photos from Monitoring Year II also appear to have greater vegetation and/or habitat
diversity than the photos from Year 111.
S. DWQ is concerned with the turbidity, which appears to be above State standards, that is
evident in most of the photos. Please explain the source of the turbidity.
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699.1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone]/ FAX [phone]/Internet: h"1 Nh_ornr.starc.nr.a /n_cllanf;
One
North Carolina
?A?!!l!!l'!ll/f
An Equal Opportunity/Affirmative Action Employer- 50'a Recycled/10% Post Consumer Paper
9. In four of the eight photos of the restored stream, eroding vertical banks were visible, yet
in section 2.2 the statement is made "No additional repairs are proposed at this time for
the Holden Road Stream Restoration." Please explain this juxtaposition.
If you have any questions regarding this request, please contact Larry Eaton at [phone].
Sincerely,
John Dorney
Wetlands/401 Unit
NC DWQ
2321 Crabtree Blvd
Raleigh, NC 27604
Cc: files
WSRO
7
Since 1973
Three Decades ... Three Reasons a=E
M! listen. lVe respond. the solve.
May 20, 2003
Mr. John Thomas
United States Army Corps of Engineers
1 6508 Falls of the Neuse Road, Suite 120
Raleigh, NC 27615
Reference: Grandover Mitigation -Wetland Creation Hole #12 West
As-built Report
USACE Action ID: 199700557 (Koury Ventures Limited)
Mr. Thomas:
On behalf of Koury Corporation, S&ME, Inc. presents this `as-built' report, with
associated maps and tables, for the wetland creation conducted to mitigate for impacts
from the Grandover Development and Resort. This creation is located at Hole 12 West
on Grandover Golf Course, near the town of Greensboro in Guilford County, North
Carolina. The report includes baseline data from which to interpret our monitoring data
throughout the next five years and beyond. Following permit conditions outlined in the
. • `Special Conditions' of their permit received by Koury Corporation (hereafter, Client) on
July 19, 2001, the following information is included in this report:

1) On-Site Conditions
2) Grading
3) Structures
4) Vegetation data (to determine survivabilityrates and species composition)
5) Monitoring wells
6) Discussion of problems encountered and resolved during construction
7) Photo-reference photography
8) A stamped survey of `as-built' conditions
9) A map including locations of structures, vegetation sample plots, and monitoring
wells
10) Other information as deemed appropriate

SWE, Inc. [phone]
3718 Old Battleground Road [phone] fax
Greensboro, North Carolina 27410 [phone] www.smeinc.com
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Grandover Mitigation-Wetland Creation S&ME Project No. 1588-02-044
Grandover Hole 12 West, Greensboro, NC May 20, 2003
Where we have departed from the original Grandover Wetland Mitigation Design of
December 1999; the report lays out our methodologies and the reasons for departure. A
copy of the letter to you after our meeting of December 16, 2002, written to confirm your
desire that we should make such departures as necessary to ensure the success of the
project, is included in the Appendix.
Onsite Conditions
When we first visited the site in October 2002, we found areas of bare earth, small berms,
failed inlet structures, and incorrect elevations. S&ME immediately recommended that
several areas be re-graded to generally match the adjacent wetland area and make repairs
to the inlet structures and berms throughout the site.
S&ME attempted to gather work product from HARP and Len Rindner, but none was
forthcoming. S&ME was provided with a copy of the Wetland Mitigation Design report,
completed by Len Rindner and HARP in December 1999. In addition, S&ME was
provided with the USACE permit for the site, dated July 19, 2001.
Grading
In December 2002 through January 2003, S&ME completed the grading repairs to the
wetland creation area. There are a total of five cells in the wetland creation area. Cells
#1, #3, and #4 were not functioning and needed adjustments to their elevations. Cells #2
and #5 did not warrant grading repairs. As you can see on the topographic survey for the
subject site, Cell #1 has the highest elevation, whereas Cell #5 has the lowest.
Structures
While the grading was being completed in the individual cells, S&ME adjusted the four
berms located in between the cells. The elevations of the berms and the rip/rap structures
within the berms were raised so as to enhance the duration of flooding and saturation
suitable for the creation of a wetland habitat. The structures also serve to spread flows
from one cell to the other and in/out of the adjacent stream.
2
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I.-I.,

Ey

Grandover Mitigation-Wetland Creation
Grandover Hole 12 West, Greensboro, NC
S&ME Project No. 1588-02-044
May 20, 2003
At the request of the client, S&ME moved an existing rip/rap structure located in the
stream at the bottom of the wetland creation site. For the purposes of minimizing the
appearance of the rip/rap structure, S&ME moved the structure further back into the
stream. The structure is now out of the direct line of sight of the golf players.
Vegetation
Plants for the wetland creation were acquired from Cure Nursery and Mellow Marsh
Farm, near Pittsboro, North Carolina. Containerized trees, shrubs, and herbaceous plants
were chosen for their hardiness and higher survivability potential than bare root
seedlings. Only three species that were used were bare root seedlings. The final count of
trees, shrubs, and herbaceous plants was +/-4,237. The following species were
represented, their percentage of total plantings is indicated:
Q. lyrata (1.18%)
Q. palustris (1.18%)
Fraxinus pennzylvanica (1.18%)
Nyssa sylvatica "biflora" (1.18%)
Acer rubrum (1.18%)
Ilex glabra (1.18%)
Alnus serrulata (5.47%)
Cephanlanthus occidentalis (2.29%)
Sambucus canadensis (1.9%)
Juncus effusus (7.08%)
Acorus calamus (5.9%)
Saururus cernus (5.9%)
Peltandra virginica (4.6%)
Nuphar luteum (5.9%)
Miscanthus spp. (0.24%)
Ilex vomitoria (4.67%)
*Carex lurida (37.7%)
Spirea burnalda (4.2%)
Euonymus alatus (6.98%)
*This sedge species covers each of the four berms in their entirety, which explains the
higher percentage for this species.
Specific container sizes and actual numbers per species represented are provided in the
Appendix for your reference.
3
Grandover Mitigation-Wetland Creation S&ME Project No. 1588-02-044
Grandover Hole 12 West, Greensboro, NC May 20, 2003
We look forward to your visiting the sites and providing input on our accomplishments.
®; If you have any questions, do not hesitate to call us at [phone].
i, Sincerely,
•r Grandover Mitigation-Wetland Creation S&ME Project No. 1588-02-044
Grandover Hole 12 West, Greensboro, NC May 20, 2003
¦' ` Monitoring Wells
S&ME installed six monitoring wells on-site. Five monitoring wells are located in the
` wetland creation area. The other monitoring well is located on the adjacent existing
' wetland. The monitoring wells are approximately 24 inches below final grade and have
a been improved one time. Since their installation, the monitor wells have remained
inundated. The depth to water will be measured periodically throughout the monitoring
period. The monitor well locations are shown on the figures provided in the Appendix.
i ?
Problems/Resolutions
S&ME encountered minor difficulties during the grading process on-site. Due to the
adense clay material on-site, it was challenging to maneuver large pieces of grading
equipment throughout the wetland creation area. In addition, S&ME made minor repairs
® to the monitor wells after they had been installed. Due to the large amount of water in
each of the cells (after grading), it was difficult to create the seal around each well with
6J
bentonite. However, the repairs were made successfully and the wells are functioning
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properly.
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Photo Documentation and Figures
Li
On May 9, 2003, S&ME provided the USACE with photo documentation (via power
point presentation) of the wetland creation site taken in October 2002, November 2002,
January 2003, February 2003, and April 2003. In addition, S&ME provided electronic
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versions of the associated drawings for the site (ie. Topographic Survey and Planting
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Layout). Hard copies of the Topographic Survey and the Planting Layout are included in
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the Appendix.
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APPENDIX
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December 18, 2002
Mr. John Thomas
United States Army Corp of Engineers
6508 Falls of the Neuse Rd., Suite 120
Raleigh, NC 27615
Reference: Grandover Restoration Meeting
Action ID: 199700557
Mr. Thomas:
0
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We appreciated your meeting with us this past Monday to discuss the wetland and stream
restoration projects that we are now handling for the Koury Corpor4tion. We want to
take this opportunity to summarize what we have taken from the meeting in order to
facilitate our progress and eliminate any sources of confusion.
Concerning plantings and vegetation substitutions for both projects, it is our
understanding that the Corps will look favorably on suitable substitutions for the plants
listed in HARP'S "Grandover Wetland Mitigation Plan" due to the limited availability of
the season, provided that at least five species are represented with not one exceeding 20%
of the total number of plants.
Concerning grading within the wetland restoration site, it is our understanding that we
may make changes to the original design which will, in our professional opinion, increase
the likelihood of the restoration of wetland hydrology, soils and vegetation on the site.
Concerning the stream restoration design, it is our understanding that we may make
changes to the stream design plan, which will, in our professional opinion, increase the
likelihood of the successful restoration of the HRB stream
SWE, Inc. [phone]
3718 Old Battleground Road I [phone] fax
Greensboro, North Carolina 27410 [phone] www.smoinc.com
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We will of course follow every aspect of the Permit and prior Corps guidance as to
monitoring, procedure, and documentation of our "as-built" design. Thank you ,for your
attention regarding these matters and for meeting with us in such a timely fashion. As
discussed, we will be contacting you before March 15a' so that you might informally visit
the sites to evaluate our successes and provide additional insights.
Sincerely,
T. Sanders McMillan
Staff Professional

Matthew R O'Brien
Natural Resource Department Manager
6btKirkLd
Staff Professional
cc: Bruce Tedder
c do Koury Corporation
400 Four Seasons Town Center
Greensboro, NC 27427

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ENGINEERING • TESTING
ENVIRONMENTAL SERVICES
PLANTING LAYOUT
GRANDOVER WETLAND CREATION
GREENSBORO, NORTH CAROLINA
AS SHOWN
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YEAR III MONITORING REPORT
GRANDOVER WETLAND CREATION - HOLE #12 NEST
HOLDEN ROAD STREAM RESTORATION
GREENSBORO, NORTH CAROLINA
S&ME PROJECT NO. 1588-02-044 AND 44A
PWO .U- q7 - 033 0
Prepared For:
Koury Corporation
400 Four Seasons Town Centre
Greensboro, North Carolina 27427
Prepared By:
S&ME, Inc.
3718 Old Battleground Road
Greensboro, NC 27410
December 2005
DEC3p2005
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December 28, 2005
Mr. John Thomas
United States Army Corps of Engineers
6508 Falls of the Neuse Road, Suite 120
Raleigh, NC 27615
RE: YEAR III MONITORING REPORT
Grandover Wetland Creation- Hole 12 West & Holden Road Stream Restoration
USACE Action ID: 199700557 (Koury Ventures Limited)
S&ME Project No. 1588-02-044 (Grandover) and 1588-02-44A (Holden Rd.)
Mr. Thomas:
On behalf of Koury Corporation, S&ME, Inc. (S&ME) presents this `Year III Monitoring
Report, with associated maps and tables to fulfill the 2005 monitoring requirements for the
wetland creation at Grandover Golf Course and the stream restoration at Holden Road.
Monitoring wells at the wetland creation indicate soils have remained saturated or inundated
throughout the past year and onsite vegetation has continued to mature creating a distinctive
habitat. The stream restoration has re-vegetated significantly since the October 2004
enhancement and repair work and continues to maintain its stability. This report includes
photographs, vegetative sampling results, monitoring well data for Grandover wetland creation,
and cross section survey results for the Holden Road stream restoration.
Please feel free to contact us at [phone] should you have questions. We appreciate your
continued support of these projects and look forward to your comments and recommendations.
Sincerely,
S&NIE, Inc.
Melanie McKinney ob Willcox, L.S.S.V
Natural Resources ProjeJMan r N atural Resources Department Manager
cell-( 33? )?o8-Oa?O ,
MMA'inlleyLo ??nC. CclYI
cc: Mr. Bruce Tedder
Ms. Cyndi Karoly, NCDWQ
SWE, Inc. I [phone]
3718 Old Battleground Road [phone] fax
Greensboro, North Carolina 27410 [phone] %'•'•'• ?o =i?..•c: :?
Year III Monitoring Report S&ME Project No. 1588-02-044A and 44A
Grandover Wetland Creation/Holden Rd. Stream Restoration December 28, 2005
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1.0 Grandover Wetland Creation - Hole #12 West
1.1 Onsite Conditions
Grandover wetland vegetation continues to mature within cells that remain inundated throughout
the majority of the year, creating a unique habitat for both aquatic and terrestrial species.
Monitoring wells have maintained saturation and/or inundation at the time of our site visits.
Deer and aquatic birds have been observed utilizing the site during our site visits. Updated
photographs of the Grandover Wetland Creation are included in Appendix III.
1.2 Grading/Structures
No changes to grading or structures are proposed for the Grandover Wetland Creation. Past
repairs were conducted during the Year I monitoring period.
1.3 Vegetation
Vegetation data was gathered in September 2005 using six 60' diameter sample plots, one in
each of the five cells, and one located southwest of Cell #3. Vegetation plot locations have
remained consistent with plot locations chosen for 2004 monitoring. Longitude and latitude data
for these points is listed on vegetative plot data sheets attached in Appendix I. A location map
depicting vegetative plot locations is attached as Figure 1.
Vegetative densities ranged from 585 stems per acre to 1,402 stems per acre, with a mean density
in the sampling plots of 1,099 stems per acre. An informal survey of the remainder of the site
indicates that this level of success is apparent across the entire wetland creation area.
1.4 Monitoring Wells
Six onsite monitoring wells are maintained in locations shown in Figure 1. Monitoring wells
have not been moved from their initial monitoring positions. Five monitoring wells are located
in the wetland creation with one located on the adjacent existing wetland. Wells are
approximately 24 inches below grade and depth to water is measured periodically throughout the
monitoring period. The longitude and latitude of monitoring well locations are listed on
vegetation plot data sheets, with each vegetation plot number corresponding to the monitoring
21
Year III Monitoring Report S&ME Project No. 1588-02-044A and 44A
Grandover Wetland Creation/Holden Rd. Stream Restoration December 28, 2005
well number. Throughout the year, depth of water ranged from the 5 inches below the ground
surface to 12 inches above the ground surface, with water levels averaging 6 inches above the
ground surface.
2.0 Holden Road Stream Restoration
2.1 Onsite Conditions
The Holden Road Stream Restoration has rebounded from the October 2004 enhancement and
repair work with significant re-vegetation. The stream has maintained its stability after
encountering multiple bankfull events throughout the past year. Black willow (Salix nigra) and
Cottonwood (Populus deltoides) live stakes that were planted in October 2004 have established
growth with additional woody growth anticipated over the upcoming monitoring period.
Updated photographs of the site are included in Appendix IV.
2.2 Grading/Structures
Enhancements and repairs were conducted in October 2004 to address problem areas identified
over the first two monitoring periods. The small, intermittent tributary has shown improved
connection to the stream since the October 2004 repair. Additional riffle pools have been
observed as a result of placement of stone in several stream sections. Root wad revetments have
proved suitable as bank stabilization tools. No additional repairs are proposed at this time for the
Holden Road Stream Restoration.
2.3 Vegetation
Vegetation data was gathered in September 2005 using six 60' diameter sample plots.
Vegetation plot locations have remained consistent with plot locations chosen for 2004
monitoring. Longitude and latitude data for these points is listed on vegetative plot data sheets
attached in Appendix IL A location map depicting vegetative plot locations is attached as
Figure 2.
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Year III Monitoring Report S&ME Project No. 1588-02-044A and 44A
Grandover Wetland Creation/Holden Rd. Stream Restoration December 28, 2005
Vegetation densities ranged from 508 stems per acre to 909 stems per acre, with a mean density
of 739 stems per acre. An informal survey of the remainder of the site indicates that this level of
success is apparent across the entire restoration area including the presence of many native
grasses.
2.4 Cross Section Data
Cross Section data for riffle and pool areas of both the restored stream reach and the reference
reach are attached in Appendix V. This data has been included for comparison to the Year I
Monitoring Report and future cross section monitoring in Year 5.
3.0 Conclusions
No enhancement or repairs are currently proposed for the Grandover Wetland Creation and
Holden Road Stream Restoration sites. Vegetation continues to mature at the Grandover
Wetland Creation and significant re-vegetation has occurred at the Holden Road site after
October 2004 enhancement and repair work. Live stakes planted in October 2004 are anticipated
to provide additional growth of woody species for the Holden Road site over the upcoming
monitoring period. Both sites continue to serve as une habitats for aquatic and terrestrial life.
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Year III Monitoring
Grandover Wetland Creation
Monitoring Well #1
Date
Observed Height of Well
Above Grade (In.) Depth to Water
(in.) Inundated/Saturated
Comments
3/30/2005 25" 27.5" Water 2.5 " below surface
6/27/2005 25" 21.0" Water 4" above surface
9/30/2005 25" 23.25" Water 1.75" above surface
11/14/2005 25" 26.0" Water 1" below surface
Monitoring Well #2
Date
Observed Height of Well
Above Grade (In.) Depth to Water
(In.) Inundated/Saturated
Comments
3/30/2005 21.5" 19.5" Water 2" above surface
6/27/2005 21.5" 20.25" Water 1.25" above surface
9/30/2005 21.5" 16.0" Water 5.5" above surface
11/14/2005 21.5" 24.0" VVater 2.5" below surface
Monitoring Well #3
Date
Observed Height of Well
Above Grade (In.) Depth to Water
(In.) Inundated/Saturated
Comments
3/30/2005 24" 26.75" Water 2.75" below surface
6/27/2005 24" 21.0" Water 3" above surface
9/30/2005 24" 29.0" Water 5" below surface
11/14/2005 24" 25.5" Water 1.5" below surface
Monitoring Well #4
Date
Observed Height of Well
Above Grade (In.) Depth to Water
(In.) Inundated/Saturated
Comments
3/30/2005 25.5" 18.0" Water 7.5" above surface
6/27/2005 25.5" 13.5" Water 12" above surface
9/30/2005 25.5" 20.0" Water 5.5" above surface
11/14/2005 25.5" 17.25" Water 8.25"above surface
Monitoring Well #5
Date
Observed Height of Well
Above Grade (In.) Depth to Water
(In.) Inundated/Saturated
Comments
3/30/2005 24" 19.0" Water C(D 5
" above surface
6/27/2005 24" 16.75" -
Water 7.25" above surface
9/30/2005 24" 22.5" Water 1.5" above surface
11/14/2005 24" 22.0" Water 2" above surface
Monitoring Well #6
Date
Observed Height of Well
Above Grade (In.) Depth to Water
(In.) Inundated/Saturated
Comments
3/30/2005 24.5" 23.0" Water 1.5" above surface
6/27/2005 24.5" 29.5" Water 5" below surface
9/30/2005 24.5" 27.75" Water 3.25" below surface
11/14/2005 24.5" 29.0" Water 4.5" below surface
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ENGINEERING • TESTING
ENVIRONMENTAL SERVICES
APPROXIMATE LOCATION OF MONITORING VEGETATION PLOTS
GRANDOVER WETLAND CREATION
GREENSBORO, NORTH CAROLINA
AS SHOWN
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Nzm? HOLDEN ROAD SITE - STREAM MITIGATION
ofiNg GREENSBORO, NORTH CAROLINA
SCALE Dk-AWN BY: CHECKED BY:
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ENGINEERING • TESTING ruu Nu. DATE: FIGURE O.
1588-02-044A NOVFMi3F,R 2(105 2
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Grandover Wetland Creation
Plot #1
Plant Abbreviation # stems/species % stems/plot
JE = Juncus Effusus 58 63.7%
BB = Buttonbush 13 14%
CL = Carex Lurida 5 6%
Y= Yau on 2 2%
S = S irea 5 5.5%
INK= Inkberry 8 8.8%
Total No. of Plants 91
91 x =1,402 stems/ac
2,826 43,560
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Plot # 2
Plant Abbreviation # stems/species % stems/plot
JE = Juncus Effusus 52 77.5%
AA = Arrow arrum 3 4.5%
BB= Buttonbush 2 3%
CL= Carex Lurida 3 4.5%
Y= Yau on 1 1.5%
RM= Red Maple 1 1.5%
W= Willow 2 T 3%
00= Overcup Oak 3 4.5%
Total No. of Plants 67
67 x =1,032 stems/ac
2,826 43,560
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Grandover Wetland Creation
Plot # 3
Plant Abbreviation # stems/species % stems/plot
JE = Juncus Effusus 17 25%
CL = Carex Lurida 6 8.8%
BB= Buttonbush 11 16.2%
SW = Sweet flag/Blue flag 13 19.1%
TA= Tag Alder 18 26.5%
W= Willow 3 4.4%
Total No. of Plants 68
68 x =1,048 stems/ac
2,826 43,560
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Grandover Wetland Creation
Plot # 4
Plant Abbreviation # stems/species % stems/plot
TA= Tag alder 33 44%
ELD= Elderberry 25 33.3%
LT = Lizards tail 6 8%
Y= Yau on 2 2.7%
ST = Swam tupelo 4 5.3%
W= Willow 5 6.7%
Total No. of Plants 75
75 x =1,156 stems/ac
2,826 43,560

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Plot # 5
Plant Abbreviation # stems/species % stems/plot
AA = Arrow arrum 2 2.3%
ST= Swam Tupelo 28 31.5%
JE = Juncus Effusus 14 15.7%
RM = Red maple 8 8.9%
TA = Tag alder 4 4.5%
Y= Yau on 3 3.4%
ELD = Elderberry 19 21.3%
LT = Lizards tail 5 5.6%
W= Willow 4 4.5%
CL= Carex Lurida 2 2.3%
Total No. of Plants 89
89 x =1,371 stems/ac
2,826 43,560

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Grandover Wetland Creation
Plot # 6
Plant Abbreviation # stems/species % stems/plot
ELD = Elderberry 1 2.6%
SY = Sycamore 3 7.8%
JE = Juncus Effusus 5 13.2%
RM = Red maple 8 21%
PO = Pin Oak 5 13.2%
W = Willow 4 10.6%
SW= Sweet Gum 9 23.7%
ST= Swamp tupelo 3 7.9%
Total No. of Plants 38
38 x =585 stems/ac
2,826 43,560
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Appendix II
NO
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Holden Road Stream Restoration
Plot #1
Plant Abbreviation # stems/species % stems/plot
RM = Red maple 12 17.3%
BW = Black willow 4 1.9%
CL = Carex Lurida 3 15.3%
SO = Shummard oak 3 5.7%
WO = Water oak 2 3.8%
SY= Sycamore 1 ' 1.9%
JE= Juncus effusus 29 53.8%
Total No. of Plants 54
54 x =832 stems/ac
2,826 43,560

Holden Road Stream Restoration
Plot #2
Plant Abbreviation # stems/species % stems/plot
RM = Red maple 12 -( 20.3%
INK = Inkber 7 11.9%
CL = Carex Lurida 8 13.5%
SO = Shummard oak 5 8.5%
JE= Juncus Effusus 18 30.5%
BB = Button bush 4 6.8%
BW= Black willow 5 8.5%
Total No. of Plants 59
59 x =909 stems/ac
2,826 43,560

EL
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Holden Road Stream Restoration
Plot #3
Plant Abbreviation # stems/species % stems/plot
RM = Red maple 7 12.9%
GA = Green ash 3 5.6%
CW=Cottonwood 2 3.7%
CL = Carex Lurida 7 12.9%
BW = Black willow 5 C 9.3%
BB = Button bush 13 24.1%
INK= Inkberr 6 11.1%
JE= Juncus Effusus 11 20.4%
Total No. of Plants 54
54 x =832 stems/ac
2,826 43,560

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Holden Road Stream Restoration
Plot # 4
Plant Abbreviation # stems/species % stems/plot
RM = Red maple 5 10.2%
INK = Inkber 3 6.1%
CL = Carex Lurida 5 10.2%
00 = Overcu Oak 2 4.2%
BW = Black willow 6 12.2%
JE= Juncus effusus 14 28.6%
BB = Button bush 8 16.3%
CW= Cottonwood 6 12.2%
Total No. of Plants 49
49 x =755 stems/ac
2,826 43,560
u
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Holden Road Stream Restoration
Plot #5
Plant Abbreviation # stems/species % stems/plot
RM = Red maple 4 ( 10.2%
SW= Sweet um 3 7.7%
CW= Cottonwood 6 15.4%
BW = Black willow 6 15.4%
BB = Button bush 7 17.9%
INK=lnkber 3 7.7%
WO= Water oak 1 2.6%
JE= Juncus effusus 9 23.1%
Total No. of Plants 39
39 x =601 stems/ac
2,826 43,560
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Holden Road Stream Restoration
Plot #6
Plant Abbreviation # stems/species % stems/plot
RM = Red maple 2 6.1%
JE= Juncus effusus 17 51.5%
CL = Carex lurida 2 6.1%
CW= Cottonwood 4 -? 12.1%
BW= Black willow 4 12.1%
SC = Swamp chestnut 4 12.1%
Total No. of Plants 33
33 x =508 stems/ac
2,826 43,560
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Appendix IV

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Appendix V

0

Relocated and Restructured Reach Riffle Holden Road

I;
,uu
99
98 -
97 _ 1,
96
95
T

w 94
93
92 .?
91
90
0 10 20 30 40 50 60 70 80
Width from River Left to Right (ft)
section:
Riffle
Holden Road
Little Alamance
description. X31 i[; ?,'ta?f?f•+?
hei ght of inst rument (ft):
omit distance FS FS W fpa channel Manning'

notes
pt.
(ft)
(ft)
elevation
bankfull

T L
top an
(f
t)

slope (%)

"n"
l) M 95.09 flip{ij ?k {!)+
Y i [!! } 95.65 93.81 95.29
4. { 95.41
_
95.28 dimensions
?.r. L '.. ?)tit, ! , 95.36 19.5 1.4
. ." d
- 95.29 13.6 15.0
94.63 3.8 1.3 ., r+
? Cite GAT- l 93.81 3.8 9.6 f
93.37 60.0 4.4

y.
.?
.
..
.?
.. '.
-.,i- i)
_.
te 92.69
_ .. _._ ,. .. .? ..-
_.,. _. _
_ -- _
.
.
..
i -
. ?
.. . __. r
.
f1 92.11 I hydraulics
^ ? _ ? 91.48 i 9.3 t± .,
. ? . #
i „. ? 91.45 I
, 181.3
I
rkr
91.52
0.81
I
'
91.62 0.65

. 91.97 ? 8.296

?._ . 41

_
92.1
+
1.89

_ 93.22
14.3
`I
Y 93.59 ? 52.4
]? Cy 93.88 `
94.22 ; check from channel material
i ? 94.54 ! 0 ;
1 fij 95.31 E 0.0 0.0 + f '
95.39 0.000
T Ij?7. 95.18
r
rl
Relocated and Restructured Reach Pool Holden Road
a

!uv
99 ?.-
98
97

.2 96
95

.2 94
93
r::... _
92
91
90
0 10 20 30 40 50 60 70 80
Width from River Left to Right (ft)
s7tlon: ii t•? ? t ko-WIl,f ?Iot4tt1 IIFf l t?1ir
Holden Road
Little Alamance
description: -i.,.1 ?r ?'t t t?a
height of instrument (ft): 6_?_ NO
??
omit distance FS FS FS W fpa channel Manning's
note s pt. (ft) (1-t) elevation bankfull top of ban (ft) slope (%) "n"
95.09 {i /?{:frF 4 (i1 :f1?f.

_
_ 1±n 0,1? 90.64 93.38 95.13
affil `I? 90.57

m
: 90.35 dimensions
_ .
.
90.39
8.6
1.4

_ cal
_..
. 1} 90.3 6.1 8.2
?. 1&-1 90.22 7.2 1.0 ?
87.79 4.0 4.4
_ A? 86.94 0.0
,
I

_ .
i

86.28
_
-
---
- ?' .
(I 86.19 hydraulics
L`91L? i?Txl 86.18 0.0
. _ . _ ? .. 86.64 0.0
_ 86.77 0.01 _
I ;;f Fil 86.98 0.05
87.06 0.000
87.85 0.00
t 1:? 88.47 0.0
r•1 t:i 88.68 0.4 r
88.97
l 89.63 check from channel material
f: 90.34 0
(t!) 90.4 0.0 „-, 0.0 €!
_n.
90.5 0.000 i , r!
t:1 ?1? 90.67 ?_. -
E17?
X-Section Reference Reach Riffle Holden Road
100
99
98
97
96
C
°- 95
'D 94
w
93
92
91
90
0 10 20 30 40 50 60 70 80
Width from River Left to Right (ft)
section:
Riffle
X-Section Reference Reach
description: 1:41h[ >.:t- t iil•1?
I (I,
height of instrument (ft): €L'
notes

omit distance FS FS FS W fpa channel Manning's
t. (ft) (ft) elevation
1. - C S r 95.33
i1 ; jf•t 91.53
91.09
- ; C!},_ _ 90.61
90.35
88.21
- i i P t_ .1 88.28
87.13
_ -. --r 87.13
87.13
Eif 86.66
CiO 86.43
88.86
90
F t~t 90.55
- 90.98
# -?
91.47
?xIF 5. 92.09
r l J ; 92.23
93.04

bankfull top of banl (ft) slope (%) "n"

?
92.95 95.02
dimensions.
17.3 1.0
16.9 17.7
3.8 1.0
3.9 16.4
60.0 0 3.6
hydraulics
7.7
133.5 ;
0.61
0.56
4.939
1.80
13.7
38.3 ;

channel material
check from

0.0 0.0
0.000 ;

X-Section Reference Reach Pool Holden Road
100
99
98
97
96
c
95
°-' 94
w
93
92
91
90
0
10 20 30 40 50
Width from River Left to Right (ft)
60 70 80
section:
Pool
X-Section Reference Reach
description: I-44il- k-±?t:4,Ait•ii
height of instrument (ft): j iL1
notes
a;
omit
pt. distance
(ft) FS
(ft)
elevation
(!r i4 97.8
y +cot tifff 94
r? f 93.63
t_ i? ids 3.04
4CI 7+ 2.22
?iA;! 2.06
F
i f14t 0.57
t?t 8.9.0
5
88.6
88.63
ff ?? 88.63
i __
l 77 89.24
q77 Tf t ,?= 89.94
T' 90
92
92.26
92.34
93.02
1 01) x; 93.21