20021883 Ver 1_Monitoring Report_20080414

Prestonwood Golf Course
(Hatchet's Grove)
Stream Restoration Monitoring Report
EEP Project # 289
Monitoring Year - 03
2007
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PROGRAM
NCFFP 1652 Mail Service Center, Raleigh- NC' 27699 16' P-AD r
February 2008 r ?? Z 4 2008
.y` ; ?iNUSANp STpRMWq??Y
?4A?CH
Monitoring Firm
KCI
ASSOCIATES OF
NOR1H CAROLINA, PA
Landmark Center II, Suite 220
4601 Six Forks Road
Raleigh, NC 27609
Phone: [phone]
Fax: [phone]
Project Contact: Adam Spitler
Email: aspillerAkci.com
Design Firm
Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, NC 27614
Phone: [phone]
Fax: [phone]
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TABLE OF CONTENTS
1.0 PROJECT BACKGROUND ..........................................................................................1
1.1 Project Objectives .........................................................................................................1
1.2 Project Structure, Restoration Type, and Approach .....................................................1
1.3 Location and Setting .....................................................................................................1
1.4 Project History and Background ...................................................................................1
1.5 Monitoring Plan View ...................................................................................................5
2.0 PROJECT CONDITIONS AND MONITORING RESULTS ....................................9
2.1 Vegetation Assessment .................................................................................................9
2.2 Stream Assessment .......................................................................................................9
2.2.1 Bankfull Event and Stability Assessment .............................................................9
2.2.2 Stability Assessment Table ...................................................................................9
2.2.3 Quantitative Measures Summary Tables ............................................................11
LIST OF TABLES
Table 1. Project Restoration Components ..........................................................................1
Table 2. Project Activity and Reporting History ...............................................................3
Table 3. Project Contact Table ...........................................................................................3
Table 4. Project Background Table .................................................................................... 4
Table 5. Verification of Bankfull Events ........................................................................... 9
Table 6. BEHI and Sediment Export Estimates ................................................................. 9
Table 7. Categorical Stream Feature Visual Stability Assessment .................................... 9
Table 8. Baseline Morphology and Hydraulic Summary .................................................. I 1
Table 9. Morphology and Hydraulic Monitoring Summary .............................................. 13
LIST OF FIGURES
Figure 1. Vicinity Map ........................................................................................................2
Figure 2. Monitoring Plan View ..........................................................................................5
APPENDIX A - VEGETATION DATA
A1. Vegetation Data Tables ....................................................................................................18
A2. Representative Vegetation Problem Area Photos ............................................................21
A3. Vegetation Monitoring Plot Photos .................................................................................22
APPENDIX B - GEOMORPHOLOGIC DATA
B 1. Representative Stream Problem Area Photos ..................................................................27
Prestonwood Golf Course (Hatchet's Grove)
EEP Project # 289
KCI Associates of North Carolina
Summer 2007 - MY03 - Final
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B2. Stream Photo Station Photos ............................................................................................31
B3. Qualitative Visual Stability Assessment ..........................................................................32
B4. Cross Section Plots ..........................................................................................................33
B5. Longitudinal Plots ............................................................................................................41
B6. Pebble Count Plots ...........................................................................................................46
APPENDIX C - CURRENT CONDITIONS PLAN VIEW
C1. Current Conditions Plan View .........................................................................................55
Prestonwood Golf Course (Hatchet's Grove)
EEP Project # 289
KCI Associates of North Carolina
Summer 2007 - MY03 - Final

EXECUTIVE SUMMARY
The North Carolina Ecosystem Enhancement Program (EEP) directed the restoration of Hatchet's
Grove Tributary and an unnamed tributary to Hatchet's Grove (Meadow Creek). Soil and
• Environmental Consultants, PA (S&EC) designed the restoration. The watershed of
approximately 3.7 square miles is located within the USGS 14-digit HUC 03020201080010 and
the NCDWQ Sub-basin 03-04-02 of the Neuse River Basin. The project restored approximately
4,123 linear feet of channel, 3,828 feet on Hatchet's Grove and 295 feet on Meadow Creek. The
- restoration was designed to correct various problems within the existing stream corridor from
channelization and poor vegetation maintenance practices. Construction was completed in 2004,
and the first and second year monitoring took place in 2005 and 2006, respectively. This report
. describes the findings of the third year monitoring that took place in 2007.
a The riparian buffer zone was planted with sixteen different species of trees and shrubs. The
. bankfull channel area was live staked with three different species. Six vegetation monitoring
. plots were established during the as-built survey. Three buffer plots and three stream bank plots
were established. During the second year of monitoring, the EEP changed the vegetation
monitoring protocol for this project. The new protocol required that the three stream bank plots
- be repositioned. The three new plots were established during the second year of monitoring and
all six of the plots have been assessed using the new monitoring protocol. The third year of
monitoring counted an average of 740 stems per acre in the riparian buffer. This site does not
- have any exotic vegetation problems. The only vegetation problem areas identified during
. Monitoring Year 03 were poor vegetative coverage on portions of the floodplain and some bare
banks. There are also areas where the riparian buffer has been mowed almost to the streambanks,
including at the beginning of the project where a sewer line easement overlaping the riparian
- buffer has been cleared. These areas are depicted in Appendix C, on the Current Conditions Plan
View. The third year of monitoring found the vegetation component of the project to meet the
vegetation success criterion of 320 stems/acre.
The physical monitoring of the stream's dimension and profile consisted of longitudinal profile of
both Hatchet's Grove and Meadow Creek and two cross-sections on Meadow Creek and six
- cross-sections on Hatchet's Grove. Previous monitoring reports documented the stream had
i numerous problems with streambank erosion and floodplain scour. The third year monitoring
documented many of these same problems with some previous problems stabilizing and some
worsening. The third year of monitoring found that, due to the drought conditions and fewer
. bankfull events that occurred during 2007, some of the larger areas of bank erosion (Station
14+75) did not worsen during Monitoring Year 03. While parts of the stream have stable
dimensions, streambank erosion is severe enough to warrant timely attention and possible
- maintenance/remediation. There is also evidence of bed degradation and scour along much of the
- stream. This is evident at most of the in-stream structures, where, as illustrated in the profile, the
elevation of the header rock is slightly above the elevation of the streambed upstream of it.
Monitoring Year 03 has found that the stream is generally functioning appropriately, but the
- streambank erosion and bed degradation indicate that the stream is susceptible to change and that
these issues need to be closely monitored.
. Prestonwood Golf Course (Hatchet's Grove) KC1 Associates of North Carolina
EEP Project # 289 Summer 2007 - MY03 - Final
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1.0 PROJECT BACKGROUND
1.1 Project Objectives
• Develop a channel with the appropriate dimension, pattern, and longitudinal profile
utilizing the existing channel condition survey and collected reference reach data as a
guide.
• Improve and create bed form diversity (riffles, runs, pools, and glides).
• Construct a floodplain (bankfull bench) that is accessible at the proposed bankfull
channel elevation (Priority 2 restoration).
• Ensure channel and stream bank stabilization by integrating grade control structures, root
wads, and native vegetation in conjunction with the eradication or modification of current
grounds maintenance practices.
• Establish a 30-foot native riparian plant community, when possible, from the edge of the
restored reach.
• Integrate existing golf course uses with the proposed restoration plan providing aesthetic
and education values.
1.2 Project Structure, Restoration Type, and Approach
Hatchet's Grove and Meadow Creek, were incised channels flowing through the Prestonwood
Golf Course that were restored using channel dimension and profile modifications and by
establishing a vegetated riparian zone adjacent to the streams. The channel profile is maintained
through the use of rock cross vanes. The new channel pattern was constructed using single vanes,
root wads, and vegetation along the channel banks.
1.3 Location and Setting
The Prestonwood site is located on a golf course, which is surrounded by apartments and single
family homes. Areas of forest and agricultural land are sporadically spaced throughout the
watershed. Development pressure will continue to urbanize the watershed, increasing the amount
of impervious area.
1.4 Proiect Historv and Background
Table 1. Project Restoration Components
Project Number and Name: 289 - Prestonwood Golf Course (Hatchet's Grove)

oto w A
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Segment / C. i.
W C L
Reach ID W 04 E- Q ; j Stationing Comment
atchet's Grove 3,200 R P2 3,828 00+00 - 38+28

Meadow Creek
300
R
P2
295
00+00 - 02+95 ----d
K = Restoration
Prestonwood Golf Course (Hatchet's Grove)
EEP Project # 289
P2 = Priority 2
KCI Associates of North Carolina
Summer 2007 - MY03 - Final
DIRECTIONS TO PRESTONWOOD GOLF COURSE SITE:
From 1-40, take exit 285 Aviation Parkway. Proceed South
on Aviation Parkway. Turn left onto Chapel Hill Road
(NC 54). Turn right onto Morrisville Pkwy. Turn right
on Double Eagle Ct. or into the Legends Apartment
Complex. Park in remnant cul-de-sac after passing
Stony Ct. on the right. Follow gravel road to golf course.
.0-
Aviation Pkwy.
Carpenter Rd. I AN\IJA Chapel Hill Rd.
Project Location
Double Eagle Ct.
access road
v
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Figure 1. Site Vicinity Map
Prestonwood Golf Course Wake County, EEP Project # 289 - MY03
N
0.25 0.125 0 0.25 0.5
PtC11I Miles Date: 12/04/07 KCI
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Table 2. Project Activity and Reporting History
Project Number and Name: 289 - Prestonwood Golf Course Hatchet's Grove

Activity or Report
Data Collection
Com lete Actual
Completion or
Delivery
Restoration Plan ry Oct 02
Final Design - 90% - " r>
Construction May 04
Plantin May 04
Mitigation Plan / As-Built R ort ,:f+ = SeD 6
Year 1 Monitorin Oct 05 A r 06
Year 2 Monitoring Se 06 Jan 07
1 Year 3 Monitoriniz Jul 07 Jan 08
Table 3. Project Contact Table
Project Number and Name: 289 - Prestonwood Golf Course Hatchet's Grove
Design Firms S&EC, PA
11010 Raven Ridge Rd.
Raleigh, North Carolina 27614
Phone: [phone]
Fax: [phone]
Construction Contractor McQueen Construction Co.
619 Patrick Rd.
Bahama North Carolina 27503
Planting Contractor Carolina Silvics, Inc.
908 Indian Trail Rd.
Edenton North Carolina 27932
Monitoring Performers
MY-01 S&EC, PA
11010 Raven Ridge Rd.
Raleigh, North Carolina 27614
Contact: Ms. Rebecca Wargo and Ms. Jessica Regan
Phone: [phone]
Fax: [phone]
MY-02,03 KCI Associates of NC
Landmark Center II, Suite 220
4601 Six Forks Rd.
Raleigh, NC 27609
Contact: Mr. Adam Spiller
Phone: [phone]
Fax: [phone]
Prestonwood Golf Course (Hatchet's Grove)
EEP Project # 289 3
KCI Associates of North Carolina
Summer 2007 - MY03 - Final
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Table 4. Project Background Table
Project Number and Name: 289 - Prestonwood Golf Course (Hatchet's Grove)
Project County Wake County
3.7 s q. mi. Hatchet's Grove
Drainage Area 0.23 s q. mi. Meadow Creek
Drainage Impervious Cover Estimate % 30%
d Third Order Hatchet's Grove
Stream Or
er First Order Meadow Creek
Ph sio a hic Region Piedmont
Ecore ion Triassic Basin
Ros en Classification of As-built E5
Dominant Soil Types Chewacla, Wehadkee
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ID Sal's Branch
erence S
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e Mill Creek
03020201080010 Hatchet's Grove
USGS HUC for Project and Reference 03020201080 Sal's Branch
03040101090 Mill Creek
03-04-02 Hatchet's Grove
NCDWQ Sub-basin for Project and Reference 03-04-02 Sal's Branch
03-07-02 Mill Creek
NCDW Classification for Project and Reference C - NSW
An portion of the project segment 303d listed? No
Any portion of the project segment upstream of a 303d
listed segment?
Yes, Hachet's Grove is a tributary to Crabtree Creek
Reasons for 303d Listing or Stressor Impaired Biological Integrity, Turbidity, Low OZ
% of Project Easement Fenced / Marked 0%
Prestonwood Golf Course (Hatchet's Grove)
EEP Project # 289 4
KCI Associates of North Carolina
Summer 2007 - MY03 - Final
-60 -30 0 30 60
GRAPHIC SCALE
MONITORING FEATURE COORDINATES
(NC STATE PLANE, NAD 83 FT DATUM)
NORTHING EASTING
VEGETATION PLOT 41 751634.35 2048536.25
751617.95 2048567.99
751589.56 2048547.61
751611.29 2048517.92
VEGETATION PLOT #2 751749.38 2049206.36
751716.43 2049219.10
751705.76 2049188.93
751737.28 2049176.42
VEGETATION PLOT #3 751773.43 2049512.36
751757.89 2049541.93
751729.34 2049527.03
751743.25 2049497.41
VEGETATION PLOT #4 751834.26 2050320.01
751802.15 2050327.60
751795.57 2050295.71
751826.82 2050290.19
VEGETATION PLOT #5 751823.55 2050517.95
751827.40 2050552.74
751794.53 2050553.96
781791.98 2050521.07
VEGETATION PLOT #6 751878.20 2050778.32
751848.27 2050788.06
751837.65 2050758.06
751868.18 2050748.65
CROSS SECTION P1 LB
RB
CROSS SECTION R2 LB
RB
CROSS SECTION P2 LB
RB
CROSS SECTION R3 LB
RB
CROSS SECTION P3 LB
RB
CROSS SECTION R4 LB
RB
CROSS SECTION P4 LB
RB
751630 2048244 295.16 VEGETATIVE BUFFER BOUNDARY
751587 2048247 294.95
751589 2048673 292.49 CROSS SECTION
751544 2048696 293.49
751624 2048756 293.48

751554
2048746
294.02 ROOT WAD
751836 2049763 290.49
751829 2049836 289.07 CHANNEL SILL
751906 2049813 290.42
751829 2049836 289.07
ROCK CROSS VANE
751819 2050653 281.24
751753 2050616 287.74
751819 2050653 287.24 ROCK J-HOOK
751819 2050653 287.74
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m m ENGINEERS • PLANNERS • SCIENTISTS
5 m A EEP PROJECT NUMBER 289 - MY03
T m Z g 4601 SIX FORKS ROAD s•u. NSMPTM o?rc .wnoveo
Z G) STATION 29+14 TO STATION 40+87 RALEIGH, NORTH CAROLINA 27609
REVISIONS
SEE MATCHLINE SHEET 2 SEE MATCHLINE SHEET 2
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2.0 PROJECT CONDITIONS AND MONITORING RESULTS
2.1 Vegetation Assessment
See vegetation assessment in Appendix A and Current Conditions Plan View in Appendix C.
2.2 Stream Assessment
See stream assessment in Appendix B and Current Conditions Plan View in Appendix C.
2.2.1 Bankfull Event and Stability Assessment
2.2.1.a Verification of Bankfull Events Table
Table 5. Verification of Bankfull Events
Project Number and Name: 289 - Prestonwood Golf Course (Hatchet's Grove)
Date of Data
Collection Date of Occurence Method Photo Number
10/1/2005 Unknown Bankfull Indicators N/A
Site visit evaluating bankfull indicators
6/14/2006 6/15/2006 N/A
after storm event
2.2.1.b BEHI and Sediment Export Table
Table 6. BEHI and Sediment Export Estimates
Project Number and Name: 289 - Prestonwood Golf Course (Hatchet's Grove)
BEHI will be completed in Monitoring Year 05
2.2.2 Stability Assessment Table
Table 7a. Categorical Stream Feature Visual Stability Assessment
Project Number and Name: 289 - Prestonwood Golf Course (Hatchet's Grove)
Se ment/Reach: Hatchet's Grove 3,828 ft.
Feature Initial MY-01 MY - 02 MY - 03 MY - 04 MY - 05
A. Riffles 100% N/A 70% 56% '` "' " • "
B. Pools 100% N/A 96% 100%
C. Thalwe 100% N/A 68% 68%
D. Meanders 100% N/A 61% 61%
E. Bed General 100% N/A 89% 94%
F. Bank Condition 100% N/A 87% 90%
G. Vanes / J Hooks etc. 100% N/A 92% 92% `
H. Wads and Boulders 100% N/A 74% 74%
Prestonwood Golf Course (Hatchet's Grove) KCI Associates of North Carolina
EEP Project # 289 9 Summer 2007 - MY03 - Final
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Table 7b. Categorical Stream Feature Visual Stability Assessment
Project Number and Name: 289 - Prestonwood Golf Course (Hatchet's Grove)
Se ment/Reach: Meadow Creek 295 ft.
Feature Initial MY - 01 MY - 02 MY - 03 MY - 04 MY - 05
A. Riffles 100% N/A
B. Pools 100% N/A - -
C. Thalwe 100% N/A 60% 60%
D. Meanders 100% N/A 80% 80%
E. Bed General 100% N/A 80% 75%
F. Bank Condition 100% N/A 80% 80%
G. Sills 100% N/A 60% 60%
H. Wads and Boulders 100% N/A 80% 80%
Prestonwood Golf Course (Hatchet's Grove)
EEP Project # 289 10
KCI Associates of North Carolina
Summer 2007 - MY03 - Final

2.2.3 Quantitative Measures Summary Tables
Table 8a. Baseline Morphology and Hydraulic Summary
Project Number and Name: 289 - Prestonwood Golf Course (Hatchet's Grove)
Segment Reach: Hatchet's Grove (3,828 ft.)
Parameter USGS Gage Data Regional Curve
Interval Pre-Existing
Condition Project Reference
Stream Design As-built
Dimension Min Max Mean Min Max Med Min Max Mean Min Max Mean Min Max Mean Min Max Med
Bankfull Width (ft) _ 21.7 18.4 20 19.8 24.5 20.8
Flood tune Width ft "1 t 170 M a= 200 200 60 100 100
Bankfull Cross Sectional Area ft21
t', tn7

45.1

27.5

50

60

55

37.5

52.6

43.1
Bankfull Mean Depth ft 2.1 4 1.5 2.5 1.8 2.2 2.2
Bankfull Maximum Depth ft 3.5 w 2.9 3. 3 0 1 3.55 3.1 3.8 3.7
Width/De th Ratio 10.8
.. ,,,
8
9.1
11.6
11.4
Entrenchment Ratio
Bank Height Ratio
Wetted Perimeter ft

Hydraulic Radius ft 7.7 + • 1(1. ?? i

: a? 10 2.9 5 4.1
1.0
Pattern
Channel Beltwidth ft =? 40 76 58 40 110 75 3
Radius of Curvature ft 30 44 37 30 60 45 r a. > s .:;`
Meander Wavelength ft 40 76 58 80 150 115
Meander Width Ratio 2.2 4.1 3.2 2 5.5 3.8
Profile
Riffle Length ft 27 68 48 12 60 36 15 50 33
Riffle Slo e ft/ft 0.003 0.03 0.017 0.01 0.037 0.022 0.01 0.01 0.008 f;
Pool Len h ft 60 182 121 21 53 37 20 70 45
Pool Spacing ft z3.- 3 x; 68 202 135 30 84 57 50 140 95
Substrate
d50 mm t x?s; r . ;rte ' 2 ?
d84 mm 13
Additional Reach Parameters
Valle Length ft
Channel Len ft
Sinuosi

1. l
x441; ZF
I .
Water Surface Slope ft/ft =
s
BF Slope ft/ft 0.002 0.008 0.002
Ros en Classification ., : .: :... E5/175 E4 E5
Prestonwood Golf Course (Hatchet's Grove) KCI Associates of North Carolina
EEP Project # 289 11 Summer 2007 - A1Y03 - Final
as
@see
Prestonwood Golf Course (Hatchet's Grove) KCI Associates of North Carolina
EEP Project # 289 12 Summer 2007 - MY03 - Final
*As-built data is from a single cross section survey.
sees
Table 9a. Morphology and Hydraulic Monitoring Summary -
Project Number and Name: 289 - Prestonwood Golf Course (Hatchet's Grove)
Segment Reach: Meadow Creek 295 ft.
Parameter Cross Section - Riffle 1 Cross Section - Pool I
Riffle Pool
Dimension MYl MY2 MY3 MY4 MY5 MY+ MYl MY2 MY3 MY4 MY5 MY
Bankfull Width ft 9.8 9.4 9.4 11.8 16.3 15.0
Flo rone Width ft 90 90 90 100 100
Bankfull Cross Sectional Area ft2 10.7 9.7 9.6 13.6 17.4 18.4
Banldull Mean Depth (ft) 1.1 1.0 1.0 1.2 1.1 1.2
Bankfull Maximum Depth ft 2.5 2.3 2.4 2.7 2.8 2.9
Wid th Ratio 8.9 9.1 9.3 10.3 15.3 12.3
Entrenchment Ratio 9.2 9.6 9.6 6.1 6.7
Bank Height Rati 1.0 1.0 1.0 1.0 1.0 0.8
Wetted Perimeter 10.9 11.8 18.2 17.6 .
Hydraulic Radius `1 1`1', , t1.9 0.? x a:,= 1.0 1.0
Substrate
Riffle Pool Riffle
Dimension MYl MY2 MY3 MY4 MYS MY+ MYl MY2 MY3 MY4 MYS MY+ MYl MY2 MY3 MY4 MYS MY
Bankfull Width ft 22.2 16.8 16.6 21.7 21.7 20.0 >< = 25.3 25.8 ;
Fl rone Width ft 60 60 60 ' i.3 80 80 100 100
Bankfull Cross Sectional Area ft2 52.3 39.7 42.1 u a,' 54.4 58.3 50.8 t 60.7 62.2
Banldull Mean Depth ft 2.4 2.4 2.5 t*t 2.5 2.7 2.5 2.4 2.4
Bankfull Maximum Depth ft 2.1 3.2 3.2 4.5 4.6 4.3 4.4 4.4
Wid th Rati 9.4 7.1 6.5 8.7 8.1 7.9 10.5 10.7
Entrenchment Rati 2.7 3.6 3.6 y<. F 3.7 4.0 4.0 3.9
Bank Height Rati
Wetted Perimeter ft 1.0 1.0
193 1.1 1.0
19.8 1.0
24.4 1.0 D
23.3 27.9 1.0
29.5
Hydraulic Radius (ft 2.1 2.1 2.4 2.2 2.2 2.1

Parameter Cross Section - Riffle 2 Cross Section - Pool 2 Cross Section - Riffle 3
d50 mmj U.1 0.2 0.7 0.06
d84 (nx n) 0.3 0.4 ?; .. 2.0 0.06 1
Table 9b. Morphology and Hydraulic Monitoring Summary
Project Number and Name: 289 - Prestonwood Golf Course (Hatchet's Grove)
Segment Reach: Hatchet's Grove (3,828 ft.)
Substrate
d50 mm 0.6 0.9 0.6 0.5 0.3 0.5
d84 (mm) >;. 2.0 2.4 2.0 1.4 WASINE-WROMM 1.0 3.9 Y
Prestonwood Golf Course (Hatchet's Grove) KCIAssociates of North Carolina
EEP Project # 289 13 Summer 2007 - MY03 - Final
s e e s
me**
Prestonwood Golf Course (Hatchet's Grove) KCI Associates of North Carolina
EEP Project # 289 14 Summer 2007 - MY03 - Final
••••••••••••••••••••••••••••••••••••••••••••
Table 9c. Morphology and Hydraulic Monitoring Summary
Project Number and Name: 289 - Prestonwood Golf Course (Hatchet's Grove)
Segment Reach: Meadow Cree k (295 ft.)
Parameter MY - l 2005 MY - 02 2006 MY -03(2 007) MY - 04 2008 MY - 05 (2009
Pattern Min Max Med Min Max Med Min Max Med Min Max Med Min Max M
Channel Beltwidth ft 30 37 31 30 37 31
Radius of Curvature ft 10 14 11 10 14 11
Meander Wavelen ft 46 59 50 46 59 50
Meander Width Ratio* 3.1 3.9 3.3 3.1 3.9 3.3
Pool Length ft

g
Pool S acin ft l :.: ' t
'
IV is z sts' ,
Additional Reach Parameters
Valle Length ft . 206 206 F, i s rt=' :?'
Channel Length ft 272 272 gs "f'
Sinuosi 1.3 1.3
Water Surface Slo ft/ft 0.009 0.008 - :?
Bankfull Slope ft/ft 0.005 0.005

Rosgen Classification wf" "I
-..'-, ' . _
E5
ES
* For calculation, used current monitoring year's average riffle Wbkf.
**Because of the small size of Meadow Creek and inconsistant nature of the streambed, there are no discernable features on the profile.
Presionwood Golf Course (Hatchet's Grove) KCI Associates of North Carolina
EEP Project # 289 15 Summer 2007 - MY03 - Final

Table 9d. Morphology and Hydraulic Monitoring Summary
Project Number and Name: 289 - Prestonwood Golf Course (Hatchet's Grove)
Segment Reach: Hatchet's Grove 3,828 ft.
Parameter MY - 01 2005 MY - 02 20 06 MY - 03 20 07 MY - 04 2008 MY - 05 2009
Pattern Mn Max Med Min Max Med Min Max Med Min Max Med Min Max M
Channel Beltwidth ft 38 104 52 38 104 52
Radius of Curvature ft 23 55 36 23 55 36
Meander Wavelength ft 106 193 150 106 193 150
Meander Width Ratio* 1.7 4.5 2.3 1.9 5.1 2.5
Profile
Riffle Len ft 6 67 19 3 55 11 A,!:
Riffle Slo e ft/ft 0.0003 0.0582 0.0017 0.0004 0.0531 0.0088
Pool Length ft 4 5 76 18 4 54 9
Pool S acin ft 22 212 76 14 273 63
Additional Reach Parameters
Valle Length ft - 3,121 3121
Channel Len ft 3,828 3 828
z
Sinuosi 1.2 1.2 f°t £ ,
Water Surface Slope ft/ft " 0.0020 0.0023 £, _ 1'' t r ??
Bankfull Slope ft/ft 0.0019 0.0021
R s en la ifi tin E5 E5
* For calculation, used current monitoring year's average riffle Wbkf.
Prestonwood Golf Course (Hatchet's Grove) KC/Associates of North Carolina
EEP Project # 289 16 Summer 2007 - MY03 - Final
Appendix A
Vegetation Data
•
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•
•
Prestonwood Golf Course (Hatchet's Grove)
EEP Project # 289
17
KCI Associates of North Carolina
Summer 2007 - MY03 - Final
A1-Vegetation Data Tables
Table Al. Vegetation Metadata
Project Number and Name: 289 - Prestonwood Golf Course Hatchet's Grove
Report Prepared By Brian Roberts
Date Prepared 11/20/2007 13:57
Database Name CVS_EEP_EntryTool_v220.mdb
Database Location M:\2005\12053743_EEP_OpenEnd-Design\F_EEPMo0607\Vegetation database
PROJECT SUMMARY-------------------------------------
Project Length Stream-to-Edge Area (sq Required Plots Sampled
Code Project Name Description ft Width ft m calculated Plots
289 Prestonwood Stream restoration site on 3800 25 17,650 6 6
Golf Course in Cary, NC
Table A2. Vegetation Vigor by Species
Project Number and Name: 289 - Prestonwood Golf Course (Hatchet's Grow)
Species 4 3 2 1 0 Missing
Alnus serrulata 1 1
Aronia arbutifolia 5 2 d
Betula nigra 1 2
Comus amomum 3 5 1 "
Diospyros virginiana 4 9 1 r
Nyssa sylvatica 1 '
Quercus laurifolia 4 22

Quercus michauxii
3
22
4 a...cx : , 1
Quercus phellos 1
Salix nigra 2 E gill
Hamamelis virginiana 3
26 12 1
Table A3. Vegetation Damage by Species
Project Number and Name: 289 - Prestonwood Golf Course Hatchet's Grove
m
U)
d W
0) `0 01 Co
W tM t0 L M
Q M e0
400 O M
Z G r M
O G
Alnus serrulata 2 2
Aronia arbutifolia 7 6 1
Betula ni ra 3 3
Corpus amomum 9 6 3
Dios ros vir iniana 14 14
Hamamelis vir iniana 6 6 f
N ssa s lvatica 1 1
uercus laurifolia 29 27 2
uercus michauxii 30 25 „a=
uercus hellos 7 7 ';?
Salix ni ra 2 2 -
TOT: 11 111 105 6
Prestonwood Golf Course (Hatchet's Grove) 18 KCI Associates of North Carolina
EEP Project # 289 Summer 2007 - MY03 - Final
Table A4. Vegetation Damage by Plot
Pro'ect Number and Name: 289 - Prestonwood Golf Course Hatchet's Grove
d
U)
v?
m
a?
E

.. o
o
o
= E
o -ea o ?•?
IL 40 z 00
289-01-0001-year: 3 18 14 4
289-01-0002- ear:3 8 8 z ,
289-01-0003- ear:3 12 12
289-01-0004- ear:3 9 8 1
289-01-0005- ear:3 29 28 1
289-01-0006- ear:3 35 35
TOT: 6 111 105 1
Table A5. Stem Count by Plot and Species
Pro'ect Number and Name: 289 - Prestonwood Golf Course Hatchet's Grove
M M M M M M
L L L. V L L
d d d d d d
r N M q* to W

y O
O O
O O
O O
O O
O O
O
N
E d
O O O O O O
d N N N ao co ao ao co 00
r.+ a* . N N N N N
CL c a > 0 0 0 0 0 0
U) F- Q a a a Q a a.
Alnus serrulata 2 2 1.00 1 1
Aronia arbutifolia 7 2 3.50 4 3
Betula ni ra 3 2 1.50 1 2
Corpus amomum 9 1 9.00 9
Dios ros vir iniana 14 3 4.67 2 11 1
Hamamelis vir iniana 6 2 3.00 3 3
N ssa s Ivatica 1 1 1.00 1
uercus laurifolia 30 4 7.75 3 7 7 13
uercus michauxii 29 4 7.25 2 12 5 10
uercus hellos 7 3 2.33 1 2 4
Salix ni ra 2 2 1.00 1 1
TOT: 11 18 8 12 9 28 35
During the first monitoring year, the plots were renumbered according to the new vegetation monitoring
protocol set out by the EEP. Of the six plots at the site, three of these are the buffer monitoring plots that were
set up for first year monitoring and three are new plots that were set up for second year monitoring. For
comparison to the first year monitoring report, the new Plot 1 is the same as the first year Plot 1, the new Plot 3
is the same as the first year Plot 2, and the new Plot 6 is the same as the first year Plot 3. The third year
vegetation monitoring revealed one missing Quercus laurifolia in Plot 5, the cause of which is unknown. There
was also an increase in Quercus michauxii in Plot 4. These trees were not counted previously because a
bankfull event concealed the trees under sediment and debris. The new trees were surveyed and added to the
plot data. In Plot 1, several trees were cut by the golf course staff, due to the plot being in a play over area.
This play over area appears to be periodically mowed and the woody vegetation is pruned back. The other area
Prestonwood Golf Course (Hatchet's Grove) 19 KCI Associates of North Carolina
EEP Project # 289 Summer 2007 - MY03 - Final
•
of the buffer that is impacted by the golf course is the riparian buffer along the right bank of Meadow Creek.
Two exotic species, Japanese honeysuckle (Lonicera japonica) and Chinese lespedeza (Lespedeza cuneata),
were found at the site. However, these species were only established sporadically throughout the site.
It should be noted that most of the areas called out as bank erosion on the Current Conditions Plan View are raw
banks and therefore devoid of vegetation. This can be seen in the representative photos for these problem areas.
Prestonwood Golf Course (Hatchet's Grove)
EEP Project # 289
20
KC1 Associates of North Carolina
Summer 2007 - MY03 - Final
B3 - Qualitative Visual Stability Assessment
Table 132. Qualitative Visual Stability Assessment
Project Number and Name: 289 - Prestonwood Golf Course (Hatchet's Grove)
Se ment/Reach: Hatchet's Grove (3,828 ft.

Feature
Category

etric (per As-built and reference baselines (# Stable)
Number
Performing as
Intended

Total Number
per As-built *
Total Number /
feet in unstable
state
% Perform.
in Stable
Condition Feature
Perform.
Mean or
Total
A. Riffles 1. Present? 25 44 N/A 57%
2. Armor stable (e. g. no displacement)?** N/A 44 N/A N/A
3. Facet grade appears stable? 25 44 N/A 57%
4. Minimal evidence of embedding/fining? 25 44 N/A 57%
5. Length appropriate? 23 44 N/A 53% 56%
B. Pools 1. Present? (e. g. no severe a radation 44 42 N/A 105%
2. Sufficient] deep Dmax ool:Mean Bkf> 1.6? 42 42 N/A 100%
3. Length appropriate? 40 42 N/A 95% 100%
C. Thalweg 1. Upstream of meander bend centering? 30 44 N/A 68%
2. . Downstream of meander centering? 30 44 N/A 68% 68%
D. Meanders
1. Outer bend in state of limited/controlled erosion?
20
44
N/A
45%
2. Of those eroding, # w/ concomitant point bar
formation?
3
24
N/A
13%
3. Apparent Rc within spec? 38 44 N/A 86%
4. Sufficient flood lain access and relief? 44 44 N/A 100% 61%
E. Bed
General 1.General channel bed aggradation areas (bar
formation
N/A
N/A
2/20
99%
2. Channel bed degradation - areas of increasing
down cutting or head cutting?
N/A
N/A
7 / 140
94%
94%
F. Bank 1. Active] eroding, wasting, or slumping bank N/A N/A 26 / 780 90% 90%
G. Vanes 1. Free of back or arm scour? 23 25 N/A 92%
2. Height appropriate? 24 25 N/A 96%
3. Angle and geometry appear appropriate?*** N/A 25 N/A N/A
4. Free of piping or other structural failures? 22 25 N/A 88% 92%
Wads
F 1. Free of scour? 20 34 N/A 59%
oulders 2. Footing stable? 30 34 N/A 88%
* Total number of features per as-built estimated from as-built profile and planview sheets.
** Hatchet's Grove is a sand bed stream so there is no armor on the riffles.
***See note concerning cross vanes in App 132. (These structures generally serve as toe stabilization and are functioning as such)
Prestonwood Golf Course (Hatchet's Grove) 32 KCI Associates of North Carolina
EEP Project # 289 Summer 2007 - MY03 - Final
A3 - Vegetation Monitoring Plot Photos

7
?
All
"?*
ZV-?
7 "Y yt # k?
t Y
1w
b 4-
y OF a
Y
4 ?.
A . .
' {{{yyy...z gb Y
Vegetation Plot 1. 6/18/07 - MY 03.
a
I-P
14
Vegetation Plot 2. 6/18/07 - MY 03.
Prestonwood Golf Course (Hatchet's Grove) 22
EEP Project # 289
KCI Associates of North Carolina
Summer 2007 - MY03 - Final

Vegetation Plot 3. 6/18/07 - MY 03.
u.
f
t `#'"'`N't
r {
s` a ? d
I,K
` g'K
01401
-41 "-k;
IV ilk
Vegetation Plot 4. 11/13/07 - MY 03.
Prestonwood Golf Course (Hatchet's Grove) 23 KC] Associates of North Carolina
EEP Project # 289 Summer 2007 - MY03 - Final
71 - °
!!l'???1??, t r t'4
1y{ f
J } i ?
4: i e ?F14 zy ?''6 t 47i,?AR ?`?...
e §?? M a *q k.
Awi?',
1 -4
d uP \
lzj
Vegetation Plot 6. 6/28/07 - MY 03.
Prestonwood Golf Course (Hatchet's Grove) 24 KCI Associates of North Carolina
EEP Project # 289 Summer 2007 - MY03 - Final
Vegetation Plot 5. 6/28/07 - MY 03.
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Appendix B
Geomorphologic Data
Prestonwood Golf Course (Hatchet's Grove) 25
EEP Project # 289
KCI Associates of North Carolina
Summer 2007 - MY03 - Final
The Hatchet's Grove stream has extended areas of severe bank erosion. While the specific cause of the bank
erosion is unknown, the radius of curvature applied to many of the meanders appears to be too small for this
. suburban watershed, causing instability throughout the meanders. These eroded banks should be closely
monitored to determine if corrective actions are warranted. Floodplain conditions along the stream varied in
terms of erosion and deposition. Most of the floodplain scour likely occurred immediately following
construction before vegetation stabilized the floodplain surface. Monitoring Year 03 found that some of these
• areas continue to stabilize as vegetative cover becomes more established. The lower third of the stream has a
stable floodplain with no significant aggradation or degradation noted during the third monitoring year.
- The Monitoring Plan View illustrates how the existing cross vanes are located at the beginning of tangent
sections (heads of riffles) on the stream planform. A typical cross vane should concentrate flow in the center of
the channel and induce scour to help maintain pools. The arms should also slow water in the near bank region
before redirecting it. At Prestonwood, The placement of the structures in their current location likely had an
adverse impact on the bed stability of the restored channel in these areas. The cross vanes on Hatchet's Grove
stream act as grade controls, but also promote the formation of pools where riffles should be beginning. The
installed cross vane arms do not extend up to the bankfull elevation or angle out away from the center boulder.
Instead of directing water away from the banks, the vane arms act as large stone toe bank protection. Because
of their placement, the cross vanes they have been evaluated primarily as grade control measures and stone toe
stabilization, in which case most are functional.
- Fewer areas of streambank erosion were noted in Monitoring Year 03 than in previous years. This is primarily
due to some of the eroding areas becoming stabilized by vegetation. Many of the banks along the main channel
are close to vertical due to previous erosion at the toe of the bank, but there is less overall active erosion than in
- former years.
Two new beaver dams have been built just downstream of the project boundary, 15 feet apart, but still on the
• main channel. The previous beaver dam along the downstream portion of the project is no longer present. The
new beaver dam is ponding the lower portion of the stream, as described in the Current Conditions Plan View.
This beaver dam should be removed to allow normal stream flow.
- Monitoring Year 03 found that the beaver dams along Meadow Creek as documented in Monitoring Year 02
had washed away and were no longer present. As illustrated in the longitudinal profile, Meadow Creek has a
highly unstable streambed that is experiencing continued degradation. The grade of the streambed is somewhat
- controlled by stone sills, which are the only grade control in this stream.
r
Prestonwood Golf Course (Hatchet's Grove) 26 KC1 Associates of North Carolina
EEP Project # 289 Summer 2007 - MY03 - Final
•
B1- Representative Stream Problem Area Photos
j
,

A

I ""WINE. c. ? ?. t is Ae +.M a xc 1 _ M
?a SkI, f

k
SP1 - Bank erosion. Photo taken near Station 18+60. 11/13/07 - MY 03

5.
G ,IIM"

.

i k
t

`I
i.1t
r

SP2 - Severe bank erosion and floodplain scour. Photo taken near Station 14+75, looking down on an eroded
bank and a scour hole in the floodplain. 11/13/07 - MY 03
Prestonwood Gold Course (Hatchet's Grove) 27 KCl Associates ofNorth Carolina
EEP Project 4 289 Summer 2007 - MY03 - Final
l
- ?°
SP3 - Scour around rootwad. Vegetation and coir matting partially obscure the erosion behind the rootwad.
Photo taken near Station 37+50. 11/13/07 - MY 03

A r

c
4 Y
? F ??
1 5h ? 3 ?

?Y .
, a . f19 #-. ?.. .? +R
.bJ0. F q`
? ? ? 11J III I I ? ? i ? 9h IY.a. 3
i. ?T?? ??•
iF >. ?g1

m
'. . . ' . ?_ i - cux .. ? ro-" _+?r?. a is ? Lt •_. ;?
¦
w?' ' t t
SP4 - Rock from cross vane has moved and bank has eroded behind cross vane arm. Photo taken near Station
16+75. 11/13/07 - MY 03
Prestonwood Gol(Course (Hatchet's Grove) 28 KCI Associates of North Carolina
EEP Project # 289 Summer 2007 - MY03 - Final
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• SP5 - Upstream Beaver dam. Photo taken near Station 49+75. 11/13/06 - MY 03
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?, .rw tee' . ? X
4 a°
• SP6 - Bank erosion. Photo taken near Station 00+75. 11/13/07 - MY 03
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Prestonwood Golf Course (Hatchet's Grove) 29
• EEP Project # 289
•
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- 4f,
r
„ A? °' uik"• ri
KCI Associates of North Carolina
Sumner 2007 - MY03 - Final
C
s A "" Y 8 f"' U '
rM £U pJN, °?,Ay iF tN42".. ?` Y &Y4al b '!?'`?s' tl
a! vTlh,,,•' R f a d e? Y?1 '?r?%• Ih ? u ?'' .?. wr
"1, .110 `1, ff 77
? <'?'.?.? ? .,r.t of ? a, ? 4??1??,?? ?' +?^ •E+
x? ;y
ING4
i
r
low I
>'F... a ;..,g. rf Y$ ^-u u A Ili"III ?' 'yF ti
A, 14
• ?? '? ?'? ?? '" ? a"' ./ '°+, N ? ?t tip`: ?? ? ?,< ?' -,
• ?. ? ,???: R. ??? ,'? ??'?, P?;??„ Y'-. ?????d? a v °
.s
SP7 - Back scour around rootwad and bank erosion. Rootwad partially obscured by coir matting. Photo taken
near Station 02+10. 11/13/07 - MY 03
Prestonwood Golf Course (Hatchet's Grove) 30 KCI Associates of North Carolina
EEP Project # 289 Sumner 2007 - MY03 - Final
B2 - Stream Photo Station Photos
r
y ?F
v 3 r 2=. A
Pk,
x a ," ° s r a y a ka ? " ',xa " t
AV t
'5W f 1Fk T jY 1 w`d?/? L {as..i
IR?
WAO
Photo Point 1 - Taken looking upstream from golf cart bridge at the upper 300 feet of the Hatchet's Grove.
11/13/07 - MY 03
Photo Point Z - Taken looking downstream from golf cart bridge at the lower 300 feet of the Hatchet's Grove.
11/13/07 - MY 03
Prestonwood Golf Course (Hatchet's Grove) 31 KC/ Associates of North Carolina
EEP Project # 289 Summer 2007 - MY03 - Final

B4 - Cross Section Plots and Data Tables
River Basin: Neusc
Watershed: UT to Hatchet's Grove
XS ID XS RI
Drainage Areas mi : 0.23
Date: 6/13/2007
Field Crew: B. Roberts, C. Wolf
Station Elevation
0.00 295.38
0.16 295.17
3.95 294.91
6.78 294.70
10.81 294.52
12.51 294.53
13.51 294.36
14.30 294.05
15.17 293.81
15.55 293.50
16.17 293.29
16.30 292.04
16.90 291.96
18.55 292.09
18.97 292.43
19.40 293.48
20.21 293.88
21.15 294.26
23.87 294.50
28.11 294.54
33.28 294.42
42.12 294.55
48.19 295.00
48.39 295.28
SUMMARY DATA
Bankfull Elevation: 294.4
Bankfull Cross-Sectional Area: 9.6
Bankfull Width: 9.4
Flood Prone Area Elevation: 296.8
Flood Prone Width: 90
Max Depth at Bankfull: 2.4
Mean Depth at Bankfull: 1.0
W / D Ratio: 9.2
Entrenchment Ratio: 9.6
Bank Height Ratio: 1.0
300
298
m
296
0
294
W
292
290
Neuse River Basin, UT to Hatchet's Grove, XS RI
Bankfull
Flood Prone Area
MY-00
- MY-01
- MY-02
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - MY-03
0
10
20
30
40
50
Station (feet)

River Basin: Neuse
Watershed: UT to Hatchet's Grove
XS 1D XS PI
Drainage Areas mi : 0.23
Date: 6/13/2007
Field Crew: B. Roberts, C. Wolf
Station Elevation
0.00 295.38
0.29 295.17
2.53 295.03
6.88 294.72
7.94 294.53
9.90 294.25
11.84 294.13
13.88 294.02
14.55 293.73
15.01 293.49
15.55 292.58
16.20 292.29
17.89 291.97
19.91 291.66
21.58 291.91
22.38 292.19
23.66 292.64
23.93 293.95
24.27 294.17
24.85 294.57
25.82 294.63
29.46 294.72
33.70 294.78
40.31 294.74
44.18 294.96
44.44 295.06
SUMMARY DATA
Bankfull Elevation: 294.6
Bankfull Cross-Sectional Area: 18.4
Bankfull Width: 15.0
Flood Prone Area Elevation: 297.5
Flood Prone Width: 100
Max Depth at Bankfull: 2.9
Mean Depth at Bankfull: 1.2
W / D Ratio: 12.2
Entrenchment Ratio: 6.7
Bank Height Ratio: 0.8 Mir"
+ ` « •1
Neuse River Basin, UT to Hatchet's Grove, XS PI
300
Bankfull
Flood Prone Area
298 MY-00
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
MY-01
296 MY-02
MY-03
0
- - _ _ _ _ _ _ _ _
294
292 - -- -- - - - -- -
290
0 10 20 30 40 50
Station (feet)

y.

Drainage Area s mi :
3.7 - Y .
a
<dd
x
?
, LL
u?
?
r
n
•e ; . ,.. _ .:. Ifs ` _ .

Cross-Sectional Area: 42.1

,? •$ ,„,
wx+

77
.
`.
Vtt 3
t '.
.

, Hatchet's Grove, XS R2

298

296

294 - - - - - - - - - - - - -

0

- - -- - - , - - - Bankfull

- MY-00
MY-02

286
0 10 20 30 40 50 60
Station (feet)

River Basin: Ncusc
Watershed: Hatchet's Grove
XS ID XS R2

Date: 6/28/2007
Field Crew: B. Roberts, Z. M ncza
Station Elevation
0.0 292.82
293.33
1.2 293.51
3.0 292.50
5.4 292.17
9.1 291.87
13.2 291.66
16.3 291.54
18.2 291.46
19.7 290.36
20.7 289.38
21.4 288.47
22.4 288.20
24.2 287.92
26.5 288.35
28.0 288.43
31.0 288.01
32.4 288.11
34.0 288.44
34.5 288.66
34.6 289.21
35.] 289.59
35.5 291.99
36.3 292.35
39.3 292.50
43.7 292.16
46.2 292.65
48.4 293.37

.6 Bankfull Elevation:
Bankfull C
Flood Prone Area Elevation:
Flood Prone
Max Depth
Mean Depth
Entrenchment
Neuse River Basin
292
-
U 290
Flood Prone Area
288 MY-01
293.72 MY-03
SUMMARY DATA
291.1

Bankfull Width: 16.6
294.3
Width: 60
at Bankfull: 3.2
at Bankfull: 2.5
W / D Ratio: 6.5
Ratio: 3.6
Bank Height Ratio: 1.1

+?a• ?y?.
M
Drainage Area s mi : 3.7
I?
5.1 291.91 Bankfull Width: 20.0
r
s
l
sf
?,.
I'k ..,.
s
Hatchet's Grove, XS P2
298
296
294
0
cZ 290
288
286
0 10 20 30 40 50 60 70
Station (feet)
River Basin: Ncusc
Watershed: Hatchet's Grove
XS ID XS P2

Date: 6/28/2007
Field Crew: B. Roberts, Z. M ncza
Station Elevation
0.0 293.64
0.3 293.43

8.0 291.49
11.4 291.88
15.7 291.57
17.5 290.84
18.7 290.45
19.7 289.47
20.2 288.71
21.1 288.39
22.3 287.47
23.3 287.28
24.9 287.32
287.63
29.4 288.09
30.4 288.25
31.8 288.58
32.1 290.01
33.0 290.90
34.1 291.87
37.7 292.26
41.2 292.11
56.0 292.01
59.2 292.14
62.8 292.29
67.8 293.37
70.0 293.93

.4 SUMMARY DATA
Bankfull Elevation: 291.6
Bankfull Cross-Sectional Area: 50.8
Max Depth
Mean Depth
Entrenchment
Bank Height Ratio:
Neuse River Basin,
- 01
292
MY-02
294.17

Flood Prone Area Elevation: 296.0
Flood Prone Width: 80
at Bankfull: 4.4
at Bankfull: 2.5
W / D Ratio: 7.9
Ratio: 4.0
1.0

Banktu?
Flood Prone Area
MY-00
- MY--01
MY-03

River Basin: NctISC
Watershed: Hatchet's Grove
XS ID XS R3
Drainage Areas mi : 3.7
Date: 6/28/2007
Field Crew: B. Roberts, Z. M ncza
0.2 290.35
0.8 290.92
5.9 289.48
12.0 289.40
18.3 289.25
21.5 288.56
23.4 288.35
24.3 288.37
26.6 287.75
27.8 287.64
30.1 285.85
30.7 285.38
32.3 285.19
32.6 285.02
33.1 285.08
35.1 285.14
35.5 285.19
36.1 285.13
SUMMARY DATA
Bankfull Elevation: 289.0
Bankfull Cross-Sectional Area: 62.2
Bankfull Width: 25.8
Flood Prone Area Elevation: 293.4
Flood Prone Width: 100
Max Depth at Bankfull: 4.4
Mean Depth at Bankfull: 2.4
W / D Ratio: 10.7
Entrenchment Ratio: 3.9
Bank Height Ratio: 1.0
296
294
292
5
0 290
y
W 288
38.4 285.20
38.9 285.49
42.4 286.13
45.1 287.19
45.2 289.15
286
284
1
Neuse River Basin, Hatchet's Grove, XS R3
Bankfull
Flood Prone Area
_ MY-00
- MY-01
MY-02
MY-03
0 10 20 30 40 50 60 70
Station (feet)
12
12

River Basin: NCLISe
Watershed: Hatchet's Grove
XS ID XS P3
Drainage Areas mi : 3.7
Date: 6/28/2007
Field Crew: B. Roberts, Z. M ncza
Station Elevation
0.0 290.45
0.2 290.28
1.9 289.82
4.2 289.17
7.1 288.98
13.5 288.98
17.7 288.95
18.8 288.66
21.3 287.88
22.3 287.76
23.9 287.25
24.5 286.70
25.4 285.37
26.1 285.28
26.3 285.19
27.0 285.05
27.6 284.36
28.4 284.24
30.3 284.61
32.1 285.16
33.2 285.48
34.4 285.49
35.1 285.91
36.1 286.48
37.1 287.66
38.1 288.36
40.2 287.94
42.3 288.27
44.8 288.86
46.8 289.06
51.2 289.05
74.0 289.01
79.7 289.04
79.8 289.14
SUMMARY DATA
Bankfull Elevation: 288.7
Bankfull Cross-Sectional Area: 51.1
Bankfull Width: 25.5
Flood Prone Area Elevation: 293.2
Flood Prone Width: 110
Max Depth at Bankfull: 4.5
Mean Depth at Bankfull:
W / D Ratio: 12.7
Entrenchment Ratio: 4.3
Bank Height Ratio: 1.0
Neuse River Basin, Hatchet's Grove, XS P3
296
294
y 292
0 290
cU 288
286
284
- - - Bankfull - - - Flood Prone Area
MY-00
my-0 I
- MY-02
MY-03

0 10 20 30 40 50 60 70 80
Station (feet)

Drainage Are a s mi : 3.7

SUMMARY DATA

Bankfull Cross-Sectional Area: 43.3
Bankfull Width: 18.9
Flood Prone Area Elevation: 290.2
Flood Prone Width: 95
Max Depth at Bankfull: 3.
Mean Depth at BankluB: 2.3 4
W / D Ratio: 8.2
Entrenchment Ratio: 5.0
Bank Height Ratio: 1.1 T
F
T
k

Neuse River Basin, Hatchet's Grove, X S R4

294

MY-01

0 288
_ "'I
- - -
- ---
286 _ _ _ _ _ _ _ _ _
- _
_ -7777 _ _ _ _ _ _ _ _ _ _
--- - _ _ _ _ - _ _ - _ _

284

282
0 10
20
30 40
Station (feet)
50
60
70

River Basin: Ncusc
Watershed: Hatchet's Grove
XS ID XS R4

Date: 6/28/2007
Field Crew: B. Roberts, Z. M ncza
Station Elevation
0.0 287.17
1.0 287.14
6.0 287.06
10.0 287.08
15.0 287.10
20.0 287.06
25.0 287.04
28.5 286.65
28.9 285.19
29.5 284.97
30.2 284.49
30.6 283.71
31.0 283.12
32.0 283.16
33.0 283.20
35.0 283.47
37.0 283.55
39.0 283.64
40.8 283.96
41.7 284.80
43.0 285.26
45.0 286.12
47.0 286.93
50.0 287.09
55.0 287.01
63.0 287.08
73.0 287.12
75.0 287.44

.0
a "` r ° . ' r t M
Bankfull Elevation: 286.7
r r t "?
5 ?, ate,
"
- wT„ v
- - Bankfull
Flood Prone Area
292 MY-00
MY-02
y 290 _ _ MY-03
287.82

Drainage Ar ea s mi : 3.7
4..-
a
ti

Station
Elevation SUMMARY DATA r
Bankfull Elevation: 286.6
Bankfull Cross-Sectional Area: 47.8
Bankfull Width: 19.9 j
Flood Prone Area Elevation: 291.8 } ' x
Flood Prone Width: 95 hrg?? - r '? r Jt
Max Depth at Bankfull: 5.2
Mean Depth at Bankfull: 2.4
W / D Ratio: 8.3 y
or
.
, +

Entrenchment Ratio:
4.8 ?
d
? r
tiT
- t r r
Bank Height Ratio: 1.0
.. l.yb+. '+' W
?-
-

Neuse River Basin, Hatchet's Grove, XS P4

294

292
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _
290

288

I z
°
a 286

w
284

280
0 10 20 30 40 50 60 70
Station (feet'

River Basin: Ncuse
Watershed: Hatchet's Grove
XS ID XS P4

Date: 6/28/2007
Field Crew: B. Roberts, Z. M ncza

0.0 286.69
0.2 286.69
6.2 286.58
13.6 286.60
22.1 286.78
29.7 286.72
33.5 286.57
35.4 286.03
37.6 285.29
39.2 285.15
40.3 283.89
40.5 283.76
42.9 283.40
44.8 282.74
47.0 281.66
47.7 281.50
48.4 281.32
49.0 281.39
49.5 284.96
50.9 285.49
51.4 285.48
52.3 285.23
53.4 286.59
55.9 286.70
60.4 286.65
62.3 287.02
62.5 287.15 282
Bankfull
? _ Flood Prone Area
MY-00
MY-Ol
-- MY-02
MY-03

B5 - Longitudinal Plots
Longitudinal Profile
Prestonwood Golf Course - Hatchet's Grove
EEP Project Number 289 - MY03
Stations 10+00-20+00
293 - ---
291 -
SBKF = -0.0024x + 295.54
Sws = -0.0028x + 292.92
289 AA -
?.
'®-.° •
287
W
285- -- ----
283 - -
281 - -- ---
1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000
31H11"IN Ir 11
. - - . - - As-Built Ist Year Monitoring 2nd Year Monitoring 3rd Year Monitoring ¦ Bankfull Water Surface - WS Slope - -- - Bankfull Slope
Cross Vane/Sill

•
•
•
•
• Longitudinal Profile
• Prestonwood Golf Course - Hatchet's Grove
•
EEP Project Number 289 - MY03
•
• stations 20+00-30+00
•
293
•
•
• S

•
291 BKF -0-0009X + 292.24
•
•
•
• ?,
H 289
pro
• 0

• W 287
• w
Sws -0.002x + 291.52
•
•
285
•
•
•
• 283
•
•
•
• 281
• 2600 2100

• 2200 2300 2400 2500 2600 2700 2800 2900 3000
• STATION (FT)
• - - - - • As-Built I st Year Monitoring ---2nd Year Monitoring _3rd Year Monitoring ¦ Bankfull
Water Surface - WS Slope -- Bankfull Slope
• ® Cross Vane/Sill
•
•
•
•

•
•
•
•
• Longitudinal Profile
•
Prestonwood Golf Course - Hatchet's Grove
•
• EEP Project Number 289 - MY03
• Stations 30+00-40+00

•
• 29:
•
•
• 291
•
•
•

•
289 SBKF -0.0022x + 295.58
• w
•
0
• F
• > 287
• W
•

• S
-0
+ 290
0016
26
• 285 wS
.
.
x
•
%
•
•

• 283
•
•
• 281
•
• 3600 3100 3200 3300 3400 3500 3600 3700 3800

• STATION (FT)
• - - • - - As-Built Ist Year Monitoring 2nd Year Monitoring -3rd
g 3rd Year Monitoring ¦ Bankfull Water Surface - WS Slope
• ®Cross Vane/Sill
•
•
•
•
3900 4000
Bankfull Slope
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
292 ?
290 A -- -
288
F
w
Longitudinal Profile
Prestonwood Golf Course - Hatchet's Grove
EEP Project Number 289 - MY03
Stations 40+00-50+00
z
0 SBxF _ -0.0018x + 294.18
> 286
a
W ?
284 A
?? -------?---.?_.__ ?
SWS=-0.0017x+290.82 Beaver
dam
__s?•-?-^_L_L___ ,°°.
.I ? .? ?.?• -_-_-°--_
282
280 -
4000 4100 4200 4300 4400 4500 4600 4700 4800 4900
STATION (FT)
. - ° - - As-Built Ist Year Monitoring 2nd Year Monitoring 3rd Year Monitoring ¦ Bankfull Water Surface Bankfull Slope - - - WS Slope
® Cross Vane/Sill
5000

•
•
•
•
• Longitudinal Profile
• Prestonwood Golf Course - Meadow Creek
• EEP Project Number 289 - MY03
• Stations 00+00 - 03+00
• 296
•
•
•
• 29'
•
•
• 294
•
•
,.
293
• z
• o
• >
• 292
• W
•

•

291
Sws
-0.0424x + 302.53
•

• SWS -0.0065x + 293.17
•
• 290
•
•
• 289
•
• 0 50 100 150 200 250
300
• STATION FT
• ' ' • ' • As-Built I st Year Monitoring 2nd Year Monitoring 3rd Year Monitoring ¦ Bankfull
--Water Surface Bkf Slope - - - WS Slope
•
A Sill/ Cross Vane
•
•
•
•
•
?? ?? ?i ?i i i I I l l l l l l l l l t t l f f l f! 1? 1 1 1 1 1 1 1 0/ i
B6 - Pebble Count Plots
Cro ss Section Poo l 1 - MY0 3
Particle Millimeter Count Particle Size Distribution

Silt/Clay
< 0.062
S/C
47 Prestonwood Golf Course
XS Pool -1
Very Fine .062-.125 S 18
Fine .125-.25 A 11
Medium .25-.50 N 18 100%
Coarse .50 - 1 D 8
Very Coarse 1 -2 S 1
80%
Very Fine 2-4 -
2
Fine 4 - 5.7 G E
60%
Fine 5.7 - 8 R " - MY02
Medium 8 - 11.3 A t tMY03l
Medium 11.3-16 V ~ 40%
Coarse 16 - 22.6 E
Coarse 22.6 - 32 L ° 20%
Very Coarse 32 - 45 S
Very Coarse 45 - 64
S 0%
mall 64 - 90 C
Small 90 - 128 0 0.01 0.1 1 10 100 1000 10000
Large 128 - 180 B Particle Size - Millimeters
Large 180 - 256 L
Small 256 - 362 B Size ( mm) Size Distribution Type
Small 362 - 512 L D16 0.062 mean 0.2 silt/clay 46%
Medium 512 - 1024 D D35 0.062 dispersion 3.1 sand 54%
Lr - Very Lr 1024 - 2048 R D50 0.074 skewness 0.35 gravel 0%
Bedrock >2048 BDRK D65 0.14 cobble 0%
Total 103 D84 0.37 boulder 0%
Note: D95 0.7 bedrock
hardpan
wood/det
artificial 0%
0%
0%
0%

Cros s Section Ri ffle 2 - MY0 3
Particle Millimeter Count Particle Size Distribution

Silt/Clay
< 0.062
S/C Prestonwood Golf Course
XS Riffle - 2
Very Fine .062-.125 S 3
Fine .125-.25 A 4
Medium .25-.50 N 23 100%
Coarse .50 - 1 D 24
Very Coarse 1 -2 S 30 ; $o°%

Very Fine
2-4
3
2 °
Fine 4 - 5.7 G 2 E
Fine 5.7 - 8 R 4 v 60% 0YM 2
Medium 8-11.3 A t MY 3]
Medium 11.3-16 V 2 Z 40%
Coarse 16 - 22.6 E 1
Coarse 22.6 - 32 L 2 0
Very Coarse 32 - 45 S 20°i°
Very Coarse 45 - 64
ll
S 64
90 C 0%
ma
Small -
90 - 128 O 1
1 0.01 0.1 1 10 100 1000 10000
Large 128 - 180 B 1 Particle Size - Millimeters
Large 180 - 256 L
Small 256 - 362 B Size (mm) Size Distribution Type
Small 362 - 512 L D16 0.33 mean 0.9 silt/clay 0%
Medium 512 - 1024 D D35 0.58 dispersion 2.7 sand 83%
Lr - Very Lr 1024 - 2048 R D50 0.9 skewness -0.01 gravel 14%
Bedrock >2048 BDRK D65 1.3 cobble 3%
Total 101 D84 2.4 boulder 0%
Note: D95 22 bedrock
hardpan
wood/det
artificial 0%
0%
0%
0%

Cro ss Section P ool 3 - MY0 3
Particle Millimeter Count Particle Size Distribution

Silt/Clay
< 0.062
S/C
4 Prestonwood Golf Course
XS Pool - 3
Very Fine .062-.125 S 4
Fine .125-.25 A 4
Medium .25-.50 N 20 100%
Coarse .50 - 1 D 24 k
Very Coarse 1 -2 S 34 ; 80%
Very Fine 2-4 5
Fine 4 - 5.7 G 4 E
60%
Fine 5.7 - 8 R 2 U -i - MY02
Medium 8 - 11.3 A 3 t tMY03
Medium 11.3-16 V ~ 40°i I
Coarse 16 - 22.6 E °
Coarse 22.6 - 32 L
°
Very Coarse 32 - 45 S % °
20
Very Coarse 45 - 64
S
ll 64
90 C 0%
ma
Small -
90 - 128 O 0.01 0.1 1 10 100 1000 10000
Large 128 - 180 B Particle Size - Millimeters
Large 180 - 256 L
Small 256 - 362 B Size (mm) Size Distribution Type
Small 362 - 512 L D16 0.29 mean 0.7 silt/clay 4%
Medium 512 - 1024 D D35 0.57 dispersion 2.6 sand 83%
Lr - Very Lr 1024 - 2048 R D50 0.89 skewness -0.09 gravel 13%
Bedrock >2048 BDRK D65 1.3 cobble 0%
Total 104 D84 1.9 boulder 0%
Note: D95 5.9 bedrock
hardpan
wood/det
artificial 0%
0%
0%
0%

Cros s Section Ri ffle 3 - MY0 3
Particle Millimeter Count Particle Size Distribution

Silt/Clay
< 0.062
S/C Prestonwood Golf Course
XS Riffle - 3
Very Fine .062-.125 S 11
Fine .125-.25 A 20
Medium .25-.50 N 23 100%
Coarse .50 - 1 D 21
Very Coarse 1 -2 S 17 ;
80% h

Very Fine
2-4
3
2 E,
Fine 4 - 5.7 G 1 3
60%
Fine 5.7 - 8 R 7 0 -?- MY02
Medium 8-11.3 A 4 r -+-MY03 1
Medium 11.3-16 V 4
40%
Coarse 16 - 22.6 E 2
Coarse 22.6 - 32 L `L
20%
Very Coarse 32 - 45 S
Very Coarse 45 - 64
S
ll 64
90 C 0%
ma
Small -
90 - 128 O 0.01 0.1 1 10 100 1000 10000
Large 128 - 180 B Particle Size - Millimeters
Large 180 - 256 L
Small 256 - 362 B Size mm Size Distribution Type
Small 362 - 512 L D16 0.16 mean 0.8 silt/clay 0%
Medium 512 - 1024 D D35 0.32 dispersion 5.3 sand 81%
Lr - Very Lr 1024 - 2048 R D50 0.54 skewness 0.14 gravel 19%
Bedrock >2048 BDRK D65 0.95 cobble 0%
Total 113 D84 3.9 boulder 0%
Note: D95 11 bedrock
hardpan
wood/det
artificial 0%
0%
0%
0%

Cro ss Section P ool 4 - MY0 3
Particle Millimeter Count Particle Size Distribution
Silt/Clay < 0.062 S/C Prestonwood Golf Course
XS Pool - 4
Very Fine .062-.125 S 2
Fine .125-.25 A 8
Medium .25-.50 N 22 100%
Coarse .50 - 1 D 17
Very Coarse 1 - 2 S 45 ;
80% u
Very Fine 2-4 1 ..
3
Fine 4-5.7 G 4 E E
60%
Fine 5.7 - 8 R 2 0 -+MY02
Medium 8 - 11.3 A t -MY03
Medium 11.3-16 V 1 40%
Coarse 16 - 22.6 E
Coarse 22.6 - 32 L
Very Coarse 32 - 45 S 20%
Very Coarse 45 - 64
Small 64 - 90 C 0%
Small 90 - 128 O 0.01 0.1 1 10 100 1000 10000
Large 128 - 180 B Particle Size - Millimeters
Large 180 - 256 L
Small 256 - 362 B Size mm Size Distribution Type
Small 362 - 512 L D16 0.31 mean 0.7 silt/clay 0%
Medium 512 - 1024 D D35 0.58 dispersion 2.5 sand 92%
Lr - Very Lr 1024 - 2048 R D50 1 skewness -0.14 gravel 8%
Bedrock >2048 BDRK D65 1.3 cobble 0%
Total 102 D84 1.8 boulder 0%
Note: D95 4.8 bedrock
hardpan
wood/det
artificial 0%
0%
0%
0%

SllVL;Ia < 0.062 S/C
Very Fine .062-.125 S
Fine .125-.25 A
Medium .25-.50 N
Coarse .50 - 1 D
Very Coarse 1 -2 S
Very Fine 2-4
Fine 4 - 5.7 G
Fine 5.7 - 8 R
Medium 8 - 11.3 A
Medium 11.3-16 V
Coarse 16 - 22.6 E
Coarse 22.6 - 32 L
Very Coarse 32 - 45 S
Very Coarse 45 - 64
Small 64 - 90 C
Small 90 - 128 O
Large 128 - 180 B
Large 180 - 256 L
Small 256 - 362 B
Small 362 - 512 L
Medium 512 - 1024 D
Lr - Very Lr 1024 - 2048 R
Bedrock >2048 BDRK
dal
8
14
24
10
23
8
5
1
2
1
1
Particle Size Distribution
Prestonwood Golf Course
XS Riffle - 4
100%
' 80%
r
3
E
3
v 60%
L
F-
40%
d
LL
20%
0%
0.01
Size
D16
D35
D50
D65
D84
D95
- MY02
-MY03
0.1 1 10 100 1000 10000
Particle Size - Millimeters

i Size Distribution Type
0.14 mean 0.5 silt/clay 6%
0.31 dispersion 3.9 sand 77%
0.49 skewness 0.04 gravel 17%
1.1 cobble 0%
2.1 boulder 0%
5.5 bedrock 0%
hardpan 0%
wood/det 0%
artificial 0%
Appendix C
Current Conditions Plan View
Prestonwood Golf Course (Hatchet's Grove) 54 KC/ Associates of North Carolina
EEP Project # 289 Summer 2007 - MY03 - Final
FUNCTIONING
m
a
m ZO
D ?
d w
0 , w
2
r y
z
m
N
m
m
m

N
CLEARE
EASEME
FUNCTI(
WOODS
FUNCTIC
ROOT W
MOWED
AREA
-60 -30 0 30 60 ROOT WAD 1
CHANNEL SILL
GRAPHIC SCALE
ROCK CROSS VANE
ROCK J-HOOK
N
m
? o
z
u? W ON
U
nN Oi
V; . -X-
A/ z xa

z
w W ou
z x
a 0
0
oz
N Q

co

m
m U
W

W <
z
z
3
D W
1
n
2
r_
Z
m M
o
}
m t0
hi
hi 0)
0 0
OD n

-
04
LL w z
o
JZw
Ohm
?
?
=) 0
OwZ CD
0
Z>w

0 Z

O
U) a
of a N
CL w
w
CURRENT
CONDITIONS
PLAN VIEW
F
i
i
7
F
u
u
u
ww
w
x
N
w
z
J
2
F
Q
w
w
W
-60 -30 0 30 60
GRAPHIC SCALE
VEGETATIVE BUFFER BOUNDARY
ROOT WAD
CHANNEL SILL
ROCK CROSS VANE
ROCK J-HOOK
m
m
D
0
2
r
z
m
N
x
m
m
1
C.0
N
r
N
m

z
V V

pN
N oz
x-
N
?t2 W
z 10
?OV
?t
a
a X
00
z
m
m
w Q?
w
3

D w
z
? a
?
n w
x
r -
z
m
x
1 (y)
N O
}

0 rn N
04
LL it z
2
JZW
0 5 m H
t'-,
00M co
pU:) O
0LLIZ C()
N
z3W
3
0 z

0
rY
Lu a
N
Ix a
a w
CURRENT
CONDITIONS
PLAN VIEW
BED BANK 4TGFSBRI
r
h
U
u
u
u
C
F
a
2
u
u
Cf.
N
F
W
W
2
VJ
W
Z
J
2
U
Q
f
W
W
N
BANK
-60 -30 0 30 60
GRAPHIC SCALE
LEGEND
VEGETATIVE BUFFER BOUNDARY
ROOT WAD
CHANNEL SILL
ROCK CROSS VANE
ROCK J-HOOK

co
m
m
3
D
n
2
r
z
m
N
2
m
m
A
N
Z
0
a
ad w
R ?
N
? m
z
u z
u}+ W ON
11 U
N OZ
J N y?
Wv a a. Q
z wOU
z i
a No
oz
? w
?? • xF
w
w a
z ?
w
N
m
m
n
2
r
z
m
N
2
m
m
1
A
M
W O
U) }
D O
0 (X) Z
LL?C14 O
LL f
JZ
0 Z) W
(70 2 O
pU? ?
0 W Z
N
?QU +
Z3W o
0 0
c/) (L a N
III
it w
SEE
CURRENT
CONDITIONS
PLAN VIEW
FUNCTIONING

c
F
u
u
co
u
2
i
c
a
LL
LL
u
M
W
W
W
Z
U
a
w
w
w
G BACKWATER
ON 42+00. ALL m m
NDER WATER i
TO END OF ?..? y Q
? m
UW . <
oz
?-
,j?Jj apa N
N W Y ?
?U
?
2 ?t

a X
?o

y?
•
w
W
W
Z
zZ
W oz
m
P3?
W

Q
M
w o
U) }
m
] +
0 000 c
U}04 of O
F-
jm
0 O 02
DU] o
0LuZ
3 Q V C
III a
o
va
o! a
w 0- n
a
a w
w
CURRENT
CONDITIONS
PLAN VIEW