20061001 Ver 1_Year 3 Monitoring Report_20111110

PL
Axiom Environmental Inc
November 10 2011
000 -1aal
Axiom Environmental, Inc.
218 Snow Avenue Raleigh. NC 27603 919 -215 -1693
Mr Gregory Melia
Monitoring Specialist
North Carolina Department of Environment and Natural Resources
Ecosystem Enhancement Program
RE Goldsboro Housing Authority Final Monitoring Report EEP Project No 147 (2011 -Year 3) 10 -009
Dear Greg
Axiom Environmental Inc (AXE) would like to provide you with the final monitoring report for 2011 (year 3) annual monitoring
for Goldsboro Housing Authority Please find attached three hard copies of the document and one cd containing the digital
document and supporting digital submission only files We have incorporated comments received from Jessica Kemp by an email
dated November 8 2011 as follows
• In Section 2 1 the data collection year needs to be changed to 2011
This was corrected
Let me know if you have any questions or comments regarding any component of this submittal Thank you for the opportunity to
continue to assist the Ecosystem Enhancement Program with these important projects
Sincerely,
AXIOM ENVIRONMENTAL, INC
c" '7- <Al- t,-
Com L Faqum
Senior Project Manager
Cc Jessica Kemp, Project Manager
RECEIVED
NOV 1 0 2011
NC ECOSYSTEM
ENHANCEMENT PROGRAM

FINAL
ANNUAL MONITORING REPORT
GOLDSBORO HOUSING AUTHORITY
STREAM RESTORATION
WAYNE COUNTY, NORTH CAROLINA
(EEP Project Number 145)
Monrtonng Year 3 of 5 (2011)
1 � �
1 i ♦ 1
Submitted to
North Carolina Department of Environment and Natural Resources
Ecosystem Enhancement Program
Raleigh, North Carolina
1 r« gem
4 f
November 2011
06-�00(
RECEIVED
NOV 1 0 2011
NC ECOSYSTEM
ENHANCEMENT PROGRAM

• 4 r
FINAL
ANNUAL MONITORING REPORT
GOLDSBORO HOUSING AUTHORITY
STREAM RESTORATION
WAYNE COUNTY, NORTH CAROLINA
(EEP Project Number 145)
Monitoring Year 3 of 5 (2011)
Submitted to
North Carolina Department of Environment and Natural Resources
Ecosystem Enhancement Program
Raleigh, North Carolina
Prepared by
Axiom Environmental, Inc
218 Snow Avenue
Raleigh, North Carolina 27603
Design Firm
Dewberry & Davis
2301 Rexwoods Drive
Raleigh, North Carolina 27607
r�
1 {;ill b51pten i�t
Axiom Environmental Inc
November 2011

Table of Contents
1 0 EXECUTIVE SUMMARY /PROJECT ABSTRACT u
20 METHODOLOGY 1
2 1 Vegetation Assessment 1
2 2 Stream Assessment 1
3 0 REFERENCES 1
List of Figures
Figure l Site Location Appendix A
Figure 2 Monitoring Plan View Appendix A
List of Tables
Table 1
Site Restoration Structures and Objectives
Appendix B
Table 2
Project Activity and Reporting History
Appendix B
Table 3
Project Contacts Table
Appendix B
Table 4
Project Attribute Table
Appendix B
Table 5
Vegetation Plot Mitigation Success Summary Table
Appendix C
Table 6
Vegetation Metadata Table
Appendix C
Table 7
Total and Planted Stems by Plot and Species
Appendix C
Table 8
Verification of Bankfull Events
Appendix D
Appendices
APPENDIX A FIGURES AND PLAN VIEWS
Figure 1 Site Location
Figure 2 Monitoring Plan View
APPENDIX B GENERAL PROJECT TABLES
Table 1 Site Restoration Structures and Objectives
Table 2 Project Activity and Reporting History
Table 3 Project Contacts Table
Table 4 Project Attributes Table
APPENDIX C VEGETATION ASSESSMENT DATA
Table 5 Vegetation Plot Mitigation Success Summary
Vegetation Monitoring Plot Photos
CVS Summary Data Tables
Table 6 Vegetation Metadata Table
Table 7 Total and Planted Stems by Plot and Species
APPENDIX D STREAM ASSESSMENT DATA
Table 8 Venfication of Bankfull Events
Cross - section Plots
APPENDIX E BMP ASSESSMENT DATA
Fixed Photo Stations
Goldsboro Housing Authority (final)
EEP Project Number 145
Wayne County North Carolina
Axiom Environmental, Inc Monitoring Year 3 of 5 (2011)
November 2011
page i

10 EXECUTIVE SUMMARY/PROJECT ABSTRACT
The Goldsboro Housing Authority Mitigation Site (Site) is located in the northeast quadrant of the
intersection of NC -581 and US -] 3 within the West Haven Apartments complex owned by the Goldsboro
Housing Authority (GHA) in central Wayne County As constructed the Site provides 799 stream
mitigation units The Site is located in United States Geological Survey (USGS) Hydrologic Unit
03020201200020 (North Carolina Division of Water Quality Subbasm 03- 04 -05) of the Neuse River
Basin The Site was identified to assist the North Carolina Ecosystem Enhancement Program in meeting
mitigation goals Primary activities at the Site included stream enhancement (levels I and II), creation of
a Best Management Practice (BMP) constructed wetland, and replanting riparian areas with native
vegetation Project restoration efforts provided 799 Stream Mitigation Units and 1 Stormwater Wetland
credit This report (compiled based on EEP's Procedural Guidance and Content Requirements for EEP
Monitoring Reports Version 1 3 dated 1/15/10) summarizes data for year 3 (2011) monitoring
The primary components of the restoration project included the following
1 In keeping with the Neuse River Basmwide Management Plan developed by the North Carolina
Division of Water Quality, a mayor goal of the project is to reduce sediment and other water
quality stressors, nitrogen in particular, to the receiving watershed This was achieved via the
following measures
a Restore channel dimension throughout the Site to include bank resloping, benching and
provision of reference appropriate width -depth ratios to reduce near bank stress and
attendant erosion, and to move bedload towards equilibrium, thereby preventing future
bank instability related to potential bed aggradation and /or degradation
b Replace the existing highly managed grass with an appropriate vegetated buffer
providing root mass that will stabilize project banks, treating both overland and
groundwater inputs
c Install a large stormwater wetland adjacent to Unnamed Tributary to Borden Field Ditch
( UTBFD) designed to receive and provide off -line treatment for a portion of storm flow
that meets or exceed a 1 -inch storm event, which on average and over the long term is
expected to occur several times per year This will provide a significant sediment and
biogeochemical sink for the inputs from the UTBFD watershed The drainage area of the
UTBFD is approximately 125 acres with approximately 50 acres of impervious surface
The existing Nitrogen load to the UTBFD at the location of the stormwater wetland is
approximately 1229 pounds per year It is anticipated that the stormwater wetland will
receive flow during several storm events each year, as the typical 1 inch storm event and
the one year design storm are expected to overtop the weir by 1 8 or 2 7 feet,
respectively
2 Attenuate storm flows and excess hydrologic energies associated with this highly urban
watershed via 1 a,b,c
3 Enhance the natural aesthetic of the project corridor
4 Increase local awareness of natural resources in an urban setting and the conditions necessary for
their improvement/enhancement
Based on interagency guidelines (USACE 2003), success criteria dictate that survival of woody species
planted at mitigation sites should be at a minimum density of 320 stems per acre at the end of the third
monitoring year Subsequently, 290 stems per acre must be surviving at the end of year 4 and 260 stems
per acre at the end of year 5 Based on the number of stems counted, average densities were measured at
553 planted stems per acre surviving in year 3 (2011) Individual plots 1 and 3 met success criteria based
Goldsboro Housing Authont) (final) Axiom Environmental, Inc Monitoring Year 3 of 5 (2011)
EEP Project Number 145 November 2011
Wayne County North Carolina page ii

on planted stems alone while plot 2 was slightly below success criteria with 283 planted stems per acre
The dominant species identified at the Site were planted stems of river birch (Betula mgra) and sycamore
(Platanus occidentalis) Supplemental planting of the Site is scheduled to occur in late 2011
Success criteria for Site streams, to assure that project goals are being achieved, will primarily be based
on indicators and trends describing the stability of the channel and success of the riparian buffer In
addition, a minimum of two bankfull events must be documented within the standard 5 year monitoring
period In order for the monitoring to be considered complete, the bankfull events must occur in separate
monitoring years Year 3 (2011) monitoring measurements indicate that there have been minimal
changes in the cross - sections as compared to as -built data In addition, three bankfull events were
documented to occur in Year 3 (2011) to date for a total of seven bankfull events
In summary, the Site achieved success criteria for vegetation and stream attributes in the Third
Monitoring Year (2011) Summary information and 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 table and figures within this report's appendices Narrative background and supporting
information formerly found in these reports can be found in the mitigation and restoration plan documents
available on EEPs websrte All raw data supporting the tables and figures in the appendices is available
from EEP upon request
Goldsboro Housing Authority (final) Axiom Environmental, Inc Monitoring Year 3 of 5 (2011)
EEP Project Number 145 November 2011
Wayne County North Carolina page ui

20 METHODOLOGY
2 1 Vegetation Assessment
Following Site construction, three plots (20- meters by 5- meters) were established and monumented with
metal rebar at all plot corners Plots were surveyed in July 2011 for the year 3 (2011) monitoring season
Sampling was conducted as outlined in the CVS -EEP Protocol for Recording Vegetation Version 4 0
(Lee et al 2006) (http //cvs bio unc edu /methods htm), results are included in Appendix C The
taxonomic standard for vegetation used for this document was Flora of the Carolinas Virginia Georgia
and Surrounding Areas (Weakley 2007) The locations of vegetation monitoring plots are depicted on
Figure 2 in Appendix A
2 2 Stream Assessment
Four permanent cross - sections were established after construction was completed Measurements of each
cross - section include points at all breaks in slope including top of bank, bankfull, and thalweg Riffle
cross - sections are classified using the Applied Fluvial Morphology ( Rosgen 1996) stream classification
system Cross - section plots and data are included in Appendix D, the locations of cross - sections are
depicted on Figure 2 in Appendix A
3 0 REFERENCES
Lee, Michael T, R K Peet, S D Roberts, and T R Wentworth 2006 CVS -EEP Protocol for Recording
Vegetation, Version 4 0 (online) Available http //cvs bio unc edu /methods htm
Rosgen, D 1996 Applied River Morphology Wildland Hydrology (Publisher) Pagosa Springs
Colorado
United States Army Corps of Engineers (USACE), United States Environmental Protection Agency
(USEPA), North Carolina Wildlife Resources Commission (NCWRC), Natural Resources
Conservation Service (MRCS), and North Carolina Division of Water Quality (NCDWQ) 2003
Stream Mitigation Guidelines State of North Carolina
Weakley, Alan S 2007 Flora of the Carolinas, Virginia, Georgia, and Surrounding Areas (online)
Available http //www herbarium unc edu /WeakleysFlora pdf [February 1, 2008] University of
North Carolina Herbarium, North Carolina Botanical Garden University of North Carolina,
Chapel Hill, North Carolina
Weather Underground 2011 Station in Goldsboro, North Carolina (online) Available
http //www wunderground com/ cgi- bin /findweather /getForecast'?query=35 33916855,-
77 96055603 [July 21, 2011 ] Weather Underground
Goldsboro Housing Authority (final) Axiom Environmental, Inc Monitoring Year 3 of 5 (201 1)
EEP Project Number 145 November 2011
Wayne County North Carolina page 1

APPENDIX A
FIGURES AND PLAN VIEWS
Figure 1 Site Location
Figure 2 Monitoring Plan
Goldsboro Housing Authority (final) Axiom Environmental, Inc Monitoring Year 3 of 5 (2011)
EEP Project Number 145 November 2011
Wayne County North Carolina Appendices

" "
Directions to Site:
- From Goldsboro Bypass US 117 exit onto NC581 (W. Ash St.)
- Go east towards downtown Goldsboro
- First left onto N. Alabama Ave.
- Cross W. Oak St. and park at community center
&0 IM
-or gq
us 3
N Alabama Ave. and
Bypass W Oak St. Intersection
ZF
0 875 1,750 3,500 5,250 7,000
Feet
Dwn. By: WGL FIGURE
20 Enterpdse St. #7 SITE LOCATION
Raleigh, NC 27607 GOLDSBORO HOUSING AUTHORITY - EEP #145 Date:
[phone] June 2009
[phone] (fax) STREAM RESTORATION PROJECT Project:
Wayne County, North Carolina 08001

i
Monitoring Equipment Information
r— c —ti n KI thinn P —tin.. uMme
`r f No
Vegetation Plot Northing Easting Notes Problem Area 1
Plot 1
xS 1
598743.3099
2296921,4503
left bank end W
Plot 2
596601.1500
598750.7886
2296891.2973
right bank end Dt
Plot 3
599109.8848
1 2297032.3424
XS 2
598996.6937
2297021.8018
left bank end Pt
599006.2822
2296989.0706
right bank end pt
XS 3
599223.8011
2297142.9717
left bank end Pt
599241.4973
1 2297109.5917
1 right bank end pt
`r f No
Vegetation Plot Northing Easting Notes Problem Area 1
Plot 1
598312.8536 12296142.2940
1 Ori in Point
Aggradation '
Plot 2
596601.1500
2296831.1770
Ori in Point
Plot 3
599109.8848
1 2297032.3424
1 Origin Point
Datum is rovided in NAD 83 feet format` `
R A
i ar
N.
fA
.11101"ll • > �.
Imp
t
fell
0 111
e � aft 1 e A �
�
0
rY
CIO,
7
Problem Area 2: �( 1'tC(�J Stan .
Bank Erosion A� it t' 0 ,1- i 1!; I
r'
R
Legend
Streams
Cross Sections
Vegetation Plots
Easement
Problem Areas
* Crest Gauge
Pedestrian Bridges
Stormwater Basin
NNW
a
r
r
•' r
0 90 180 360 540 720
Feet
MONITORING PLAN Dwn. By: CLF FIGURE
218 Raleigh, igh, NC 760 GOLDSBORO HOUSING AUTHORITY - EEP #145 Date:
Raleigh, NC 27603 Sept 2011
(919)215 -1693 STREAM RESTORATION PROJECT
Project:
A E�r� ,, e ,C Wayne County, North Carolina 10 -009

APPENDIX B
GENERAL PROJECT TABLES
Table 1 Site Restoration Structures and Objectives
Table 2 Project Activity and Reporting History
Table 3 Project Contacts Table
Table 4 Project Attributes Table
Goldsboro Housing Authont� (final) Axiom Environmental, Inc Monitoring Year 3 of 5 (2011)
EEP Project Number 145 November 2011
Wayne County North Carolina Appendices

Table 1 Site Restoration Structures and Objectives
Goldsboro Housing Authority Stream/BMP Protect (EEP Protect Number 145)
Project
Component or
Restoration
Approach
Footage
or
Stationing
Ratio
Mitigation
BMP
Elements
Comment
Reach ID
Level
Enhancement II
Acreage
*
613
Units
Enhancement II
133
UTBFD -Reach 1
EII
P2
275
36 +50
2 0
138
k =r,� ^
Systemic change to dimension and planted buffer
1558
799
1 SW
8 +25 —
Primarily stabilized via hardening with rip rap
UTBFD- Reach2
-
P4
200
10 +25
0 0
0
'"r
above Oak Street due to need to protect adjacent
housing
UTBFD- Reach3
Ell
P2 /P3
275
10 +25
2 0
138
�'�b!" ��.
Combination of P2 /P3 Systemic dimensional
13 +00
enhancement with planted buffer
Alignment change Systemic enhancement to
UTBFD- Reach4
EI
P2
200
13+00-
15
133
i
-
dimension modest enhancement to pattern and
15 +00
profile Obstacle avoidance and removal of pattern
- P ��
jeopardizing stability
UTBFD- Reach5
EII
P3
675
15 +0�
2 0
338
'° °'
Systemic change to dimension and planted buffer
Alignment change Systemic enhancement to
UTBFD- Reach6
EII
P2
133
21+75-
2 5
53
r 1 :?
dimension pattern and profile Obstacle avoidance
23 +08
<
and removal of pattern jeopardizing stability Buffer
is heavily constrained
BMP
-
-
109 acre
At
SW
Large stormwater wetland intercepting storm flow
confluence
from 123 acre UT
Com onent Summations
Restoration Level
Stream I
Ratio
Mitigation Units
BMP
Enhancement I
200
1 5
133
h} r
Enhancement II
1225
20
613
r''Y
kl A
Enhancement II
133
25
53
x'
b
I SW
Totals
1558
799
1 SW
*Stationing is from bottom to top
* *SW = Stormwater Wetland
Goldsboro Housing Authority (final) Axiom Environmental, Inc Monitoring Year 3 of 5 (2011)
EEP Project Number 145 November 2011
Wayne County North Carolina Appendices

Table 2 Protect Activity and Reporting History
Goldsboro Housing Authority StreamBMP Project EEP Project Number 145
Activity or Report
Data Collection
Completion
Actual Completion or
Delivery
Restoration Plan
--
June 2006
Construction Completion
NA
October 2008
BMP Planting
NA
November 2008
Streamside /Buffer Planting
NA
November 2008
Mitigation Plan / Asbuilt (Year 0 Monitoring Baseline)
October 2008
July 2009
Year 1 Annual Monitoring
September 2009
October 2009
Year 2 Annual Monitoring
September 2010
October 2010
Year 3 Annual Monitoring
August 2011
1 November 2011
Table 3 Protect Contacts Table
Goldsboro Housing Authority Stream/BW Protect (EEP Protect Number 145)
Designer
Dewberry & Davis, Inc
2301 Rexwoods Drive
Raleigh North Carolina 27607
Sheila Reeves (919) 8819939
Construction Contractor
Appalachian Environmental Services
1165 W Main St
Sylva North Carolina 28779
Mickey Henson (828) 5861973
Planting Contractor
Habitat Assessment and Restoration Program Inc
9305D Monroe Rd
Charlotte North Carolina 28270
Alan Peoples (704) 9750881
Year 1 -3 (2009 -2011) Monitoring
Axiom Environmental Inc
Performer
218 Snow Avenue
Raleigh, NC 27603
Grant Lewis (919) 215 -1693
Goldsboro Housing Authority (final) Axiom Environmental, Inc Monitoring Year 3 of 5 (2011)
EEP Project Number 145 November 2011
Wayne County North Carolina Appendices

Table 4 Protect Attribute Table
Goldsboro Housing Authority Stream/BMP Project (EEP Project Number 145)
Project County
Wayne County North Carolina
Physiographic Region
Coastal Plain
Ecoregion
Southeastern Floodplains and Low Terraces
River Basin
Neuse
USGS 14digrt HUC
03020201200020
NCDWQ Subbasm
030405
Within EEP Watershed Plan?
No
WRC Class
Warm
% of project easement fenced
—45%
Beaver activity observed during the design phase9
No
Drainage Area
UTBFD at outfall 0 40 square miles UT at confluence with
UTBFD 0 17 square miles
Restored/Enhanced stream lengths (linear feet)
1558
Perennial or Intermittent
Perennial
Watershed type
Developed
Watershed distribution
40% Commercial 38% Residential 14% Industrial 10%
Open Space
Watershed impervious cover
— 35 percent
Stream Order
UTBFD First and Second UT to UTBFD First
Rosgen Classification of Asbuilt
E5 /C5type
Dominant Soil Types
Norfolk Johns, Lumbee Wickham
Reference Site ID
UT to Little River (REF 1) and unspecified stream in
Moores Crossroads NC (REF2)
NCDWQ Classification
Not classified drains to Borden Field Ditch (275723
C,NSW)
303d listed?
No
Upstream of a 303d listed segment9
No
Reasons for 303d listing or stressor
Not Applicable
Total acreage of easement
— 4 7 acres
Total planted acreage as part of the restoration
— 4 7 acres
Rosgen classification of preexisting
F5 /G5
Rosgen classification of asbuilt
C5 /E5
Valley type
VIII
Valley slope
2646%
Cowardm classification
R3UB2
Trout waters designation
No
Species of concern endangered, etc 9
No
Goldsboro Housing Authority (final) Axiom Environmental, Inc Monitoring Year 3 of 5 (2011)
EEP Project Number 145 November 2011
Wayne County North Carolina Appendices

APPENDIX C
VEGETATION ASSESSMENT DATA
Table 5 Vegetation Plot Mitigation Success Summary
Vegetation Monitoring Plot Photos
CVS Summary Data Tables
Table 6 Vegetation Metadata Table
Table 7 Total and Planted Stems by Plot and Species
Goldsboro Housing Authority (tinal) Axiom Environmental, Inc Monitoring Year 3 of 5 (201 1)
EEP Project Number 145 November 2011
Wayne County North Carolina Appendices

Table 5. Vegetation Plot Mitigation Success Summary Table
Goldsboro Housing Authority StreamBMP Project (EEP Project Number 145
Vegetation Plot ID
Vegetation Survival Threshold Met?
Tract Mean
1
Yes
67%
2
No
3
Yes
Goldsboro Housing Authority
Year 3 (2011) Annual Monitoring
Vegetation Plot Photos (taken July 2011)
Goldsboro Housing Authority (final) Axiom Environmental, Inc. Monitoring Year 3 of 5 (2011)
EEP Project Number 145 November 2011
Wayne County, North Carolina Appendices

Table 6 Vegetation Metadata Table
Goldsboro Housine Authority StreamBMP Protect (EEP Protect Number 145)
Report Prepared By
Cora Faquin
Date Prepared
7/20/201117 04
database name
Axiom EEP 2011 D mdb
database location
C \Axiom \Business \CVS
computer name
CORRI PC
file size
42930176
DESCRIPTION OF WORKSHEETS IN THIS DOCUMENT -- - - - - - --
Metadata
Description of database file, the report worksheets, and a summary of project(s) and project data
Prof, planted
Each project is listed with its PLANTED stems per acre, for each year This excludes live stakes
Proj, total stems
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
Plots
List of plots surveyed with location and summary data (live stems, dead stems, missing, etc )
Vigor
Frequency distribution of vigor classes for stems for all plots
Vigor by Spp
Frequency distribution of vigor classes listed by species
Damage
List of most frequent damage classes with number of occurrences and percent of total stems impacted by each
Damage by Spp
Damage values tallied by type for each species
Damage by Plot
Damage values tallied by type for each plot
ALL Stems by Plot and spp
A matrix of the count of PLANTED living stems of each species for each plot, dead and missing stems are
excluded
PROJECT SUMMARY ----------- - - - - -- -- - - - - -- ---
Project Code
145
project Name
Goldsboro Housing Authority
Description
Stream Restoration
River Basin
Neuse
length(ft)
stream -to edge width (ft)
area (sq m)
Required Plots (calculated)
Sampled Plots
3
Goldsboro Housing Authority (final)
EEP Project Number 145
Wayne County North Carolina
Axiom Environmental, Inc
Monitoring Year 3 of 5 (2011)
November 2011
Appendices

Table 7. Total and Planted Stems by Plot and Species
EEP Project Code 145. Project Name: Goldsboro Housing Authority
c.oior tor uensity
Exceeds requirements by 10%
Exceeds requirements, but by less than 10%
Fails to meet requirements, by less than 10%
Fails to meet requirements by more than 10%
Current Plot Data (MY3 2011)
Annual Means
Scientific Name
Common Name
Species Type
E145- AXE -0001
E145- AXE -0002
E145- AXE -0003
MY3(2011)
MY2(2010)
MY1(2009)
PnoLS
P -all
T
PnoLS
P -all
T
Pnol-S
P -all
T
PnoLS
P -all
IT
PnoLS
P -all
T
PnoLS
P -all
T
Acer rubrum
red maple
Tree
1
1
1
Baccharis halimifolia
eastern baccharis
Shrub Tree
6
2
8
7
Betula nigra
river birch
Tree
19
19
32
1
1
1
2
2
2
22
22
35
22
22
45
14
14
14
Juniperus virginiana
eastern redcedar
Tree
2
1
3
Liquidambar styraciflua
sweetgum
Tree
3
20
7
301
9
Morella cerifera
wax myrtle
Shrub Tree
1
1
1
1
1
1
1
1
1
31
3
31
3
3
3
3
3
3
Pinus taeda
loblolly pine
Tree
6
1
6
2
Platanus occidentalis
American sycamore
Tree
2
2
2
11
11
11
13
13
13
15
151
15
16
16
16
Prunus serotina
black cherry
I Shrub Tree
2
36
12
50
29
Salix
willow
Shrub Tree
3
3
Salix nigra
black willow
JTree
3
31
3
1
3
31
3
3
3
3
31
31
3
Stem count
size (ares)
size (ACRES)
Species count
Stems per ACRE
20
20
53
71
71
65
141
14
37
41
7 11
155
43
43
114
361
361
36
1
1
1
3
3
3
0.02
0.02
0.02
0.07
0.07
7
2
2
7
4
4
7
3
3
8
4
4
11
4
4
9
L48-5.61
4
L485.61
4
809.4
809.4
2145
283.3
283.3
2630
566.6
566.6
1497
553.1
553.1
2091
580
580
1538
485.6
c.oior tor uensity
Exceeds requirements by 10%
Exceeds requirements, but by less than 10%
Fails to meet requirements, by less than 10%
Fails to meet requirements by more than 10%

Table 8. Verification of Bankfull Events
Goldsboro Housine Authoritv StreamBMP Proiect (EEP Proiect Number 145)
Date of Data
Date of Occurrence
Method
Photo (if
Collection
available)
July 11, 2009
Between May 5-11,
Total of 4.74 inches* of rain reported to fall over 7 days
--
2009
Overbank resulting from a total of 4.47 inches* of rain
November 12, 2009
November 12, 2009
reported to fall over 3 days as the result of Tropical Storm
--
Ida
Visual observations of overbank event including crest gauge,
wrack lines, and wrack in saplings from a 1.95 -inch* rainfall
February 9, 2010
February 5, 2010
event on February 5, 2009 that occurred after numerous
1 -2
rainfall events within the 3 weeks prior to that date that
totaled 4.43 inches.
September 28, 2010
September 26 -27,
Rainfall data totaling 3.99 inches* over a period of two days.
--
2010
Visual observations of overbank event including crest gauge,
February 2, 201 I
February 2, 2011
wrack lines, and wrack in saplings from a 2.58 -inch* rainfall
3
event on February 2, 2011 that occurred after a 1.89 -inch
rainfall event the week before.
Visual observations of overbank event including crest gauge,
July 21, 2011
April 16, 2011
Wrack lines, and wrack in saplings from a 2.25 -inch* rainfall
--
event on April 16, 2011 that occurred after a total of 2.25
inches of rain that fell the ten days before.
August 31, 2011
August 25, 2011
Visual observations of stream overbanking as a result from
4
6.12 -inch* rainfall from Hurricane Irene
* Reported at the Goldsboro Airport (Weather Underground 2011)
Goldsboro Housing Authority (final)
EEP Project Number 145
Wayne County, North Carolina
Axiom Environmental, Inc. Monitoring Year 3 of 5 (2011)
November 2011
Appendices

River Basin:
Elevation
Neuse
Watershed:
Goldsboro Housing
XS ID
XS - 1, Riffle
Drainage Area (s mi):
0.2
i
Date:
2/10/2011
+�
Field Crew:
Dean, Perk inson
e E/C
78
77
0
0
75
74
73
0
10 20 30
Station (feet)
Station
Elevation
Station
Elevation
Sli11NLARY DATA
Bankfull Elevation: 74.8
3.4 76.2 Bankfull Cross- Sectional Area: 6.8
6.3 75.7 Bankfull Width: 9.3
7.8 75.5 Flood Prone Area Elevation: 76.1
9.4 75.4 Flood Prone Width: 25.0
10.9 75.2 Max Depth at Bankfull: 1.3
12.1 75.0 Mean Depth at Bankfull: 0.7
13.0 74.6 W / D Ratio: 12.7
13.7 74.2 Entrenchment Ratio: 2.7
14.7 73.8 Bank Height Ratio: 1.0
76 7**�
- - -- Bankfull
- -- -Flood Prone Area
� MY -002007
-� MY- 012009
+ MY -02 2010
--�- M Y -03 201 1
76 7**�
- - -- Bankfull
- -- -Flood Prone Area
� MY -002007
-� MY- 012009
+ MY -02 2010
--�- M Y -03 201 1

River Basin:
Elevation
Neuse
77.9
3.6
77.8
Watershed:
0.2
Goldsboro Housing
2/10/2011
Field Crew:
Dean, Perkinson
XS 1D
76.5
XS - 2, Riffle
76.3
12.4
t
Drainage
75.9
13.5
75.8
14.1
75.2
14.6
74.7
15.1
74.2
a
74.4
6.3
74.7
16.7
74.7
17.2
74.6
17.5
75.1
18.1
75.4
18.5
75.8
19.1
76.0
20.2
a
�l w
21.6
76.7
22.5
77.2
23.9
.-
"
26.8
77.8
30.9
77.5
34.4
Lu
-
Y
a ,
t
4.
Stream E
Neuse River Basin, Goldsboro Housing , XS - 2, Riffle
79
78
77
0
V
76
W
75
74
0
10
20
30
Station (feet)
Station
Elevation
0.0
77.9
3.6
77.8
Area s mi):
0.2
Date:
2/10/2011
Field Crew:
Dean, Perkinson
Station
Elevation
0.0
77.9
3.6
77.8
6.2
77.6
7.9
77.1
9.1
76.8
10.2
76.5
11.4
76.3
12.4
76.0
13.2
75.9
13.5
75.8
14.1
75.2
14.6
74.7
15.1
74.2
15.8
74.4
6.3
74.7
16.7
74.7
17.2
74.6
17.5
75.1
18.1
75.4
18.5
75.8
19.1
76.0
20.2
76.4
21.6
76.7
22.5
77.2
23.9
77.6
26.8
77.8
30.9
77.5
34.4
77.7
SUMMARY DATA
Bankfull Elevation:
75.8
Bankfull Cross - Sectional Area:
4.8
Bankfull Width:
5.1
Flood Prone Area Elevation:
77.5
Flood Prone Width:
18.0
Max Depth at Bankfull:
1.7
Mean Depth at Bankfull:
0.9
V4' / D Ratio:
5.4
Entrenchment Ratio:
3.5
Bank Height Ratio:
I.0
----Bankfull
- -- -Flood Prone Area
-�- -MY -002007
t MY -012009
� MY -02 2010
-llt- MY -03 2011
---------- - - - - -- --- _- - - - - -- -----------------------------

River Basin:
Neuse
Watershed:
Goldsboro Housing
XS ID
XS - 3, Rife
Drainage Area (sq mi :
0.2
Date:
2/10/2011
Field Crew:
Dean, Perkinson
Station
F,levation
10.2
77.4
14.8
77.0
17.0
77.0
19.9
77.0
21.7
76.9
23.3
76.9
24.3
77.0
25.4
77.2
25.9
77.3
26.3
77.2
27.0
76.4
27.8
76.2
28.9
76.1
30.0
76.3
30.5
76.2
31.2
76.2
31.6
76.3
32.2
76.5
33.2
76.5
34.2
76.9
35.3
77.2
36.6
77.5
39.6
77.4
43.2
77.5
48.2
78.0
St MNIARI DATA
Bankfull Elevation:
77.1
Bankfull Cross - Sectional Area:
5.6
Bankfull Width:
8.6
Flood Prone Area Elevation:
78.1
Flood Prone Width:
50.0
Max Depth at Bankfull:
1.0
Mean Depth at Bankfull:
0.7
W / D Ratio:
13.2
Entrenchment Ratio:
5.8
Bank Height Ratio:
1.0
Stream TV a C/E
Neuse River Basin, Goldsboro Housing , XS - 3, Riffle
80
79
d ---------------------------------------------------
78
d 77 ___- Bankfull __ __ - -- --- -___ --
w - -- -Flood Prone Area
�-
76 MY -0 12009 AO;wI MY-022010
-N(- MY -03 2011 . +
75 • MY -002007
0 10 20 30
Station (feet)
40
Kim
M

River Basin:
Elevation
Neuse
73.0
Watershed:
72.4
Goldsboro Housing
72.2
XS ID
XS - 4, Riffle
Dean, Perkinson
Drainage Area (s mi :
0.2
i
Date:
10.7
2/10/2011
11.9
71.1
13.2
70.7
14.5
70.6
15.8
70.9
16.3
70.8
16.9
70.6
17.6
70.2
18.3
70.2
18.6
70.1
19.5
70.0
-�.
69.9
20.8
69.9
21.4
70.9
22.7
71.4
24.3
71.5
24.8
71.5
26.4
72.2
27.4
72.8
zr
Stream Type C/E
Neuse River Basin, Goldsboro Housing , XS - 4, Riffle
74
73 -
72 --------------------------------
------ ------ -- ------- - - - - -- -
0
d 71 ---- Bankfull
- - -- Flood Prone Area
--o-MY-01 2009
70
4 MY -02 2010
� -MY -032011
69 f- MY -002007
0
10 20 30
Station (feet)
Station
Elevation
-0.6
73.0
0.8
72.4
1.9
72.2
3.1
Field Crew:
Dean, Perkinson
Station
Elevation
-0.6
73.0
0.8
72.4
1.9
72.2
3.1
71.9
4.5
71.4
6.9
71.4
9.1
71.2
10.7
71.3
11.9
71.1
13.2
70.7
14.5
70.6
15.8
70.9
16.3
70.8
16.9
70.6
17.6
70.2
18.3
70.2
18.6
70.1
19.5
70.0
20.1
69.9
20.8
69.9
21.4
70.9
22.7
71.4
24.3
71.5
24.8
71.5
26.4
72.2
27.4
72.8
SUM MARY DATA
Bankfull Elevation:
71.0
Bankfull Cross - Sectional Area:
4.9
Bankfull Width:
9.4
Flood Prone Area Elevation:
72.1
Flood Prone Width:
23.0
Max Depth at Bankfull:
1.1
Mean Depth at Bankfull:
0.5
W / U Ratio:
18.0
Entrenchment Ratio:
2.4
Bank Height Ratio:
1.0

APPENDIX D
BMP ASSESSMENT DATA
Fixed Photo Stations
Goldsboro Housing Authority (final)
EEP Project Number 145
Wayne County, North Carolina
Axiom Environmental, Inc. Monitoring Year 3 of 5 (2011)
November 2011
Appendices

Goldsboro Housing Authority Stream/BMP Project
(EEP Project Number 145)
Fixed - Station Photographs
taken August 31, 2011
OP16NO
Intake
Goldsboro Housing Authority (final) Axiom Environmental, lire. Monitoring Year 3 of 5 (2011)
EEP Project Number 145 November 2011
Wayne County, North Carolina Appendices