20040895 Ver 1_Mitigation Information_20120308

Strickland, Bev
From: Kulz, Eric
Sent: Thursday, March 08, 2012 8:05 AM
To: Strickland, Bev
Subject: FW: IRT Meeting (UNCLASSIFIED)
Attachments: Nahunta Hydrology Boundary - FINAL Tech Memo- 08- 10- 201 1.pdf; Nahunta Information
Request 30Jun2011.pdf
Be-
For Neu -Con Bank - Nahunta site 404 -0895. The information Request Letter is already in Laserfiche, so you just need to add
the Tech Memo. I have printed all already.
Eric
Eric W. Kulz
Environmental Senior Specialist
N.C. Division of Water Quality
Wetlands Program Development Unit
1650 MSC
Raleigh, NC 27699 -1650
Phone: [phone] Please note this is a ne,,N- phone number
Fax: [phone]
E -mail correspondence to and from this address may be subject to the North Carolina Public Records La-w and may be disclosed
to third parties
- - - -- Original Message---- -
From: Tugwell, Todd SAW [mailto: Todd. Tug« -ell a usace.army.mil]
Sent: Wednesday, March 07, 2012 3:55 PM
To: Kulz, Eric
Subject: RE: IRT Meeting (UNCLASSIFIED)
Classification: UNCLASSIFIED
Caveats: NONE
Eric, here is both Dave's letter and the EBX response. The 5 -year is the big one. We have to get your RIBITS access fixed too...
Todd
- - - -- Original Message---- -
From: Kulz, Eric [mailto:eria.kulzccncdenr.Qoivl
Sent: Wednesday, March 07, 2012 3:34 PM
To: Tug-well, Todd SAW
Subject: RE: IRT Meeting (UNCLASSIFIED)
Todd
I can't get into the RIBITS site; I keep getting security -warnings and our system won't let me get to NCIRT page.
Can you at least send me a copy of the letter you sent?

Also, -,give don't seem to have a copy of the yr 5 monitoring report .... not sure -why.
I am going to try to chase do- n Norton for that.
Eric W. Kulz
Environmental Senior Specialist
N.C. Division of Water Quality
Wetlands Program Development Unit
1650 MSC
Raleigh, NC 27699 -1650
Phone: [phone] Please note this is a ne-w phone number
Fax: [phone]
E -mail correspondence to and from this address may be subject to the North Carolina Public Records La-w and may be disclosed
to third parties
From: Tug-well, Todd SAW [mailto: Todd. Tugwell dusace.armv.mil]
Sent: Friday, March 02, 2012 11:17 AM
To: Fritz Rohde (Fritz.Rohde dnoaa.Qoiv); Beter, Dale E SAW, Karoly, Cyndi, Cox, David R., Alsmeyer, Eric C SAW, Kulz,
Eric, Qarnett.ieffrev crepamail.epa.Qoiv Gibby, Jean B SAW, Thomas, John T JR SAW, Jones, Scott SAW, Lekson, David M
SAW, Montgomery, Lori, Marella Buncick ( Marella Buncick a'fws. Qoiv) McLendon, Scott C SAW, Mcmillan, Ian, Mike
Wicker (mike « -icker arf- ws.Qoiv) Matthews, Monte K SAW, smtp - Sechler, Ron, Sollod, Steve, Sugg, Mickey T SAW, Wilson,
Travis W., Wrenn, Brian
Subject: IRT Meeting (UNCLASSIFIED)
Classification: UNCLASSIFIED
Caveats: NONE
All,
In preparation for the Nahunta discussion, there are additional documents that -would be helpful to revie-w before the meeting.
Due to the size of these, I have uploaded them to the NCIRT cyber repository on the RIBITS site, including the year 5
monitoring report and a letter ,eve sent to EBX requesting more information. I am expecting more info from EBX prior to our
meeting and -will distribute these -when I get them.

To access the site, log on to RIBITS, filter to the Wilmington District, and select Existing Banks and ILF Sites from the menu.
Then choose the bank called "North Carolina Interagency Re-,-ie-,N- Team (NCIRT), and from there choose the Cyber Repository-
at the top of the screen, and the 20120313 Meeting folder to access the files, -which can be vie-wed or downloaded.
Thanks,
Todd
Classification: UNCLASSIFIED
Caveats: NONE
Classification: UNCLASSIFIED
Caveats: NONE

N T
v �
cry _ S IN REPLY REFER TO
l�£Q STATES OF.!""1�g1
Regulatory Division
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
Washington Regulatory Field Office
Post Office Box 1000
Washington, North Carolina 27889 -1000
June 30, 2011
Action ID SAW- 2003 -10795 / Nahunta Swamp Wetland and Stream Mitigation Site
Mr. Norton Webster
Environmental Banc and Exchange, LLC
909 Capability Drive, Suite 3100
Raleigh, North Carolina 27606
Dear Mr. Webster:
This correspondence is in reference to the Neu -Con Umbrella Wetland Mitigation and Stream
Restoration Bank (Bank) and specifically the associated Nahunta Swamp Wetland and Stream
Mitigation Site ( Nahunta) that Environmental Banc & Exchange (EBX), LLC, is developing off
of Big Daddy's Road, adjacent to Nahunta Swamp, east of Pikeville, in Wayne County, North
Carolina. The purpose of this correspondence is to address outstanding issues associated with
the close out of the Nahunta project. This correspondence also confirms our telephone
conversation on June 29, 2011. Also in attendance were Mr. William Wescott of my staff, and
Mr. Daniel Ingram of WK Dickson.
Pursuant to the Mitigation Banking Instrument (MBI) governing the Bank and the Nahunta
project, at the end of the five year monitoring period, seventy -five percent (75 %) of the Bank's
total restoration credits would be available for sale upon the documentation of acceptable
survival and growth of planted vegetation and attainment of acceptable wetland /stream
hydrology. The final twenty -five percent (25 %) of the Bank's restoration credits would be
available for sale only upon a determination that the site meets the overall objectives and success
criteria as set forth in the site specific mitigation plan for Nahunta.
Pursuant to your written request of May 31, 2007, the North Carolina Interagency Review
Team ( NCIRT) is considering the release of the following percentage of credits from the
Nahunta project: a) 75% of the projected wetland restoration credits, b) 75% of the projected
stream restoration credits, and c) 100% of the confirmed wetland preservation credits. This will
provide the Bank with salable credits while the NCIRT works with you to determine the final
credit structure of the Nahunta project. Official correspondence releasing these credits will be
provided to you upon your submission and NCIRT review o£ a) The Year 5 monitoring report
for the Nahunta project, and b.) Accurate acreage figures and appropriate wetland determination
data forms for the Nahunta preservation area.

This correspondence also confirms my May 25, 2011, onsite meeting with you, Mr. Ingram,
and Mr. Ely Perry of EBX to evaluate hydrology issues associated with the Tapp and Gonder
tracts of the Nahunta project. On June 1, 2009, the Corps received from you the document
entitled, Nahunta Mitigation Project, Wayne County, North Carolina, Hydrology Assessment
Report, May 2009, intended to justify the establishment of a boundary between successful and
unsuccessful hydrology monitoring wells at Tapp and Gonder. At our May 25 meeting, you
provided me with another document entitled Nahunta Mitigation Project, Wayne County, North
Carolina, Hydrology Assessment Report, May 2010, (Updated May 2011), that included
additional monitoring well data from the years 2007, 2010 and the first part of 2011.
As discussed, you must submit the following information before the NCIRT can move
forward with close out of the Nahunta project:
1. Submit the appropriate wetland determination data forms and accurate acreage figures for
the Nahunta Preservation area.
2. Submit the Year 5 monitoring report (two hard copies and one electronic copy). I will
immediately disseminate the report to the NCIRT for review and comment.
3. Via email dated May 25, 2011, you stated that you would provide the following
information to me: a) "Credit release letter for 75% send to David Lekson and copy William
Wescott (EBX) "; b) "State IRT Agenda request for August 91h meeting (EBX) "; c) "All raw data
files and field notes related to the Nahunta Hydrology Boundary - Tech Memo -05 -17 -2011 "
(EBX/WK Dickson); and d) "Dates, attendee list, and any notes relating to all meetings and/or
field visits by IRT members (EBX) ". To date, I have only received items a. and b. As discussed,
please submit the remaining information as promised.
4. First and foremost, the success of any mitigation project is based in part on consideration
of monitoring well data analyzed in the context of the prescribed hydrology success criteria
(12.5% in this case). Toward that end, you collected and have submitted four years of
monitoring data and are to submit the Year 5 report as requested above. Review of the 2010
Hydrology Assessment Report revealed that in an attempt to fine -tune the wetland restoration
boundary between successful and unsuccessful monitoring wells on Tapp and Gonder, you
installed seven (7) additional groundwater monitoring wells (three at Tapp and four at Gonder,
respectively). This is problematic in that you are relying on only one or two years of well data to
justify such an important decision. Adding to NCIRT concerns is that one of the wells
malfunctioned providing no data to assist with this critical analysis and the success boundary was
adjusted even though some of the additional well data was inconclusive and/or clearly did not
meet the success criteria. Furthermore, you did not coordinate the placement of these wells with
the NCIRT and these additional wells were not installed pursuant to approved standards in effect
since 2005 (ERDC Technical Note 05 -02, Technical Standard for Water -Table Monitoring of
Potential Wetland Sites) rendering data collected from these wells suspect at best.

As discussed, if you wish to utilize these seven additional wells to assist with demarcating the
successful /unsuccessful boundary, you must ensure that they remain functional and continue
collecting data from all of the wells across the Tapp and Gonder tracts, submitting yearly reports
to the NCIRT until such time that enough reliable information collected during periods of normal
precipitation has been presented such that a final decision can be rendered. All analyses
associated with any continued well monitoring on Tapp and Gonder will be based on the 12.5%
hydrology success criteria.
5. Submit the soil profile information collected at the seven new monitoring well locations on
the Tapp and Gonder tracts. Analysis of this information will reveal whether or not the wells
should be reinstalled pursuant to ERDC Technical Note 05 -02. Should you decide to reinstall
these wells (or add any more) you must coordinate with the NCIRT to ensure that they are
appropriately placed.
6. Submit the hydrographs and raw gauge data collected during the year 2010 for all
monitoring wells presented in Table 1 of the 2010 Hydrology Assessment Report.
7. Submit the most up to date hydrographs and raw gauge data collected during the year 2011
for all monitoring wells presented in Table 1 of the 2010 Hydrology Assessment Report.
8. As discussed, the Kriging methodology has been determined by the NCIRT to be an
acceptable tool to assist with evaluating the boundary between successful and unsuccessful
hydrology monitoring wells. However, you have provided no specific data supporting your
calculations used to demarcate the proposed boundary on the Tapp and Gonder tracts.
Additionally, the assessments and maps you presented in both the 2009 and 2010 Hydrology
Assessment Reports are based primarily on 7% hydrology.
As discussed, you must re- calculate the boundary based solely on the 12.5% hydrology
success criteria as stipulated in the final mitigation plan. You must undertake and submit two (2)
separate Kriging calculations: a) the first based on the data collected from the originally installed
monitoring wells (before the seven additional wells were installed), and b) the second based on
the data collected from the originally installed monitoring wells plus the new wells. You must
also submit a narrative description of the type of Kriging methodology used, including the
specific formula(s), all input data, and any other pertinent information utilized to re -draw the
successful/unsuccessful boundary line. You must then prepare and submit a draft map of the
Tapp and Gonder tracts depicting the successful /unsuccessful boundaries based on this 12.5%
hydrology analysis. The NCIRT will review this information and notify you as to its
acceptability in assisting with the evaluation of these boundaries on Tapp and Gonder, or if any
additional information or analysis is needed.

9. Once the above information has been reviewed and the final successful /unsuccessful
boundary approved by the NCIRT, you will then take that information and generate final acreage
figures by mitigation type (i.e., restoration, enhancement, preservation) for all Nahunta
properties protected by conservation easement. The NCIRT will review this information and
provide you with official correspondence documenting the final credit base for the Nahunta
proj ect.
As we discussed in detail, it is very important to clarify that even though the North Carolina
Department of Transportation (NCDOT) and the North Carolina Ecosystem Enhancement
Program (NCEEP) are associated with this project, the Nahunta Swamp Wetland and Stream
Mitigation Site is part of the official Neu -Con Umbrella Wetland Mitigation and Stream
Restoration Bank and as such, Nahunta is totally and completely governed by the existing
mitigation banking instrument. The U.S. Army Corps of Engineers, Wilmington District is the
NCIRT chair and lead signatory agency on the MBI and is responsible for tracking all credits
debited from the Bank. Accordingly, please reference the subject MBI, in toto, and specifically
Section IV, Operation of the Bank, G. Crediting /Debiting and Accounting Procedures, to ensure
that you provide all required information to the Corps in concert with the terms and conditions of
the MBI. All debits from the Nahunta Swamp Wetland and Stream Mitigation Site and the Neu -
Con Umbrella Wetland Mitigation and Stream Restoration Bank as a whole, must be
appropriately reported pursuant to the MBI.
Thank you for your time and cooperation. Once you have submitted the information
requested above, the Corps with lead the NCIRT through final evaluation of the Nahunta project.
The Wilmington District is committed to providing the highest level of support to the public. To
help us ensure we continue to do so, please complete the Customer Satisfaction Survey located at
our website at htt s: / /rc ulator�,usacesurvey.coni /. If you have any questions, please contact me
at the Washington Regulatory Field Office, telephone [phone].
Sincerely,
c rk,
David M. Lekson, P.W.S.
Chief, Washington Regulatory Field Office
Copies Furnished:
Ms. Becky Fox
Wetlands Regulatory Section - Region IV
United States Environmental Protection Agency
1307 Firefly Road
Whittier, North Carolina 28789
4

Mr. Pete Benjamin
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh North Carolina 27636 -3726
Mr. Ron Sechler
National Marine Fisheries Service
Pivers Island
Beaufort, North Carolina 28516
Mr. John Dorney
Division of Water Quality
North Carolina Department of Environment
and Natural Resources
1650 Mail Service Center
Raleigh, North Carolina 27699 -1650
Ms. Tammy Hill
Division of Water Quality
North Carolina Department of Environment
and Natural Resources
1650 Mail Service Center
Raleigh, North Carolina 27699 -1650
Mr. David Cox
North Carolina Wildlife Resources Commission
1142 Interstate 85 Service Road
Creedmoor, North Carolina 27522 -9159
Mr. Steve Sollod
Division of Coastal Management
North Carolina Department of Environment
and Natural Resources
400 Commerce Avenue
Morehead City, North Carolina 28557
Mr. Daniel Ingram
WK Dickson and Company, Inc.
720 Corporate Center Drive
Raleigh, North Carolina 27607
k,

Mr. Michael Ellison
Ecosystem Enhancement Program
North Carolina Department of Environment
and Natural Resources
1652 Mail Service Center
Raleigh, North Carolina 27699 -1652
Gregory J. Thorpe, Ph.D.
Environmental Manager Director
Project Development and Environmental Analysis Branch
N.C. Department of Transportation
1548 Mail Service Center
Raleigh, North Carolina 27699 -1548

Nahunta Mitigation Project
Wayne County, North Carolina
Hydrologic Restoration Assessment
Prepared for
Environmental Banc and Exchange, LLC
909 Capability- Drive, Suite 3100
Raleigh, NC 27606
Prepared by
WK Dickson and Co., Inc.
720 Corporate Center Drive
Raleigh, NC 27607
(919) 782 -0495
August 2011

Nahunta Mitigation Site
Hydrologic Success Assessment
Technical Memorandum
August 2011
Table of Contents
Seven Year Monthly Precipitation for Nahunta Restoration Site ..............................
ProjectDescription ........................................................................................... ...............................
2
Placement of Additional Gauges .................................................................. ...............................
2
Methodology..................................................................................................... ...............................
5
Groundwater Monitoring Gauge Data .......................................................... ...............................
5
FieldAssessment ...........................................................................................
..............................6
Resultsand Discussion ..................................................................................... ...............................
7
Cole.............................................................................................................. ...............................
7
Tapp.............................................................................................................. ...............................
7
Edmundsen................................................................................................... ...............................
8
Gonder.......................................................................................................... ...............................
8
Cook............................................................................................................. ...............................
9
RestorationSummaiN ..................................................................................... ...............................
10
Figures
Figure 1.
Seven Year Monthly Precipitation for Nahunta Restoration Site ..............................
4
Figure 2.
Example Diagram of Conceptual Boundaiy Development ......... ...............................
6
Figure3.
Cole Tract .................................................................................. ...............................
11
Figure4a.
Tapp Tract ................................................................................. ...............................
12
Figure 4b.
Tapp Tract — North Hydrology Interpolation .............................. .............................13
Figure 4c.
Tapp Tract — South Hydrology Interpolation .............................. .............................14
Figure 5.
Edmunsen — North Tract ........................................................... ...............................
15
Figure 6.
Edmunsen — South Tract ........................................................... ...............................
16
Figure7a.
Gonder Tract ............................................................................. ...............................
17
Figure 7b.
Gonder Tract Hydrology Interpolation ....................................... .............................18
Figure8.
Cools Tract ................................................................................. ...............................
19
Tables
Table 1. Grooving Seasons Meeting Hydrologic Goals (Updated May 2011) ................................ .)
Table 2. Tapp Tract Depth to 12.5 Percent Hydroperiod ................................. ............................... 7
Table 3. Gonder Tract Depth to 12.5 Percent Hydroperiod ............................. ............................... 9
Table 4. Wetland Restoration SummaiN ........................................................... .............................10
Appendices
Appendix A Soil Boring Logs
Appendix B Gauge Data
Appendix C Graphs of Calculated Conceptual Boundaries
1

Nahunta Mitigation Site
Hydrologic Success Assessment
Technical Memorandum
August 2011
Project Description
This Nahunta hydrology analysis is intended to make a determination of the extent of wetland
restoration on the Nahunta Mitigation Site. WK Dickson determined which areas are meeting the
hydrologic success goals of a 12.5 percent hydroperiod for the site based on six years of data
(2005, 2006, and 2008 - 2011). Due to drought conditions, the site was not evaluated in 2007.
Based upon the analysis, boundaries were developed between successful areas (12.5 percent
hydroperiod), areas that met the design goal of a seven percent hydroperiod, and areas that have
failed to meet success or design goals. This was accomplished through hydrology data analysis
and a site evaluation utilizing soil borings and visible surface and vegetation characteristics. The
wetland restoration boundaries presented in this Technical Memorandum conservatively define
successful wetland restoration areas and areas where success has not vet been determined. The
boundaries presented in this Technical Memorandum are not the result of a wetland delineation,
and are not intended to represent the final limits of wetland restoration.
Hydrology monitoring data from 2005 through 2010 indicate that several wetland hydrology
monitoring gauges located on the Tapp and Gonder tracts are performing below the hydrologic
success criteria for the project. Specifically, portions of these tracts contain areas of slightly
elevated topography, and have hydrology regimes that are marked by either a heavy- reliance on
precipitation, or subsurface drainage to the Nahunta Swamp canal.
As stated in the Nahunta Restoration Plan, the DramMod hydrologic modeling indicated that
restored wetland hydroperiods "would be approximately 7 percent across much of the restored
wetland site... with some areas being wetter in depressional areas". The DramMod modeling also
established a restoration boundary adjacent to Nahunta Canal that met a five percent hydroperiod,
which is the minimal hydroperiod necessary for jurisdictional wetlands. A wetland hydroperiod
is the number of consecutive days that the water table elevation is within 12 inches of the soil
surface during the grooving season. The grooving season was determined from National Weather
Service Wetlands Determination Tables (WETS) to be 249 days long, beginning on March 10 and
ending on November 13. Hydrologic data is considered only for normal precipitation conditions
(within the 30 -70 percentiles on the WETS table).
Monitoring at Nahunta began folloNving construction in 2005 and continued through early 2011.
Data collected in 2007 were not used in this analysis due to severe drought conditions. Table 1
provides a summary of the hydrology results. Figure 1 presents the rainfall from 2005 through
July 2011. Seven additional gauges (three on the Tapp tract and four on the Gonder tract) were
installed prior to the beginning of the 2010 grooving season. These gauges were installed to more
accurately define the limits of hydrologic success for these two tracts. Twenty -one of 32 gauges
achieved a minimum seven percent hydroperiod in all monitoring years with normal rainfall. Two
gauges recorded hydroperiods between five and seven percent of the grooving season in years
with normal rainfall, satisfi-ing jurisdictional criteria. Only four gauges, (three of which were
installed in 2010), have failed to achieve a five percent hydroperiod.
Placement of Additional Gauges
Monitoring gauges were initially installed after construction was completed by the design firm,
Buck Engineering. In 2006, WK Dickson began monitoring the site. Gauge data collected during
the first three years indicated that some gauges were not meeting success. Visual observations of
areas near or adjacent to some of these gauges continued to exhibited strong wetland

Nahunta Mitigation Site
Hydrologic Success Assessment
Technical Memorandum
August 2011
Table 1. Growin6 Seasons Meetin6 Hvdrologic Goals (Undated Mav 2011)
Monitoring Year
Gauge g
2005
2006
2007'
2008
2009 2010
20112
Successful Years
of Years 3
Monitored
( >12.5 %)
Max
Consecutive
Wetland
Hydroperiod (Percent of Growing
Season)
Cole Tract
Yeats
Percent
Cole Awl
9
19
14 7
13
23
23
4 of 6
67
Cole AIw2
18
19
12 35
20
23
27
6 of 6
100
Tapp Tract
Tapp Awl
13
6
slum 8
16
1 11
2 of 6
33
Tapp Aw2
6
8
-
6
0 of 6
0
Tapp AAV3 (A1AV3)
Tapp Aw4 (A1AV4)
6
13
12
30
8 30
i 5
21
'-
21 24
0 of 6
6 of 6
0
100
Tapp Aw5
N'A4
N'A4
22
17
14
13
4 of -I
100
Tapp Aw6
N'A4
N'A4
5 18
18
13
23
4 of -I
100
Tapp AAv7
�
N .�;
NA 4 N A4
NA 4
12
8
0 of 2
0
Tapp AAv8
N A4
N A4
NA 4 N A4
NA 4
13
N A'
1 of 1
100
Tapp AAv9
N A4
NA
N A4 N A4
N A
0 of 2
0
Edmund sen
Tract
Ed A11-1 (A1AV1)
19
11
5 24
19
16
22
5 of 6
83
Ed Aw2
19
11
6 22
18
14
22
5 of 6
83
Ed A11-3 (A1AV3)
19
11
5 19
19
15
22
5 of 6
83
Ed Aw4
8
33
5 19
39
14
22
5 of 6
83
Ed A11-5 (AIAV5)
18
28
5 19
22
14
19
6 of 6
100
Ed A 11'6 (A1AV6)
8
14
25
26
19
15
N'A'
4 of 5
80
Ed Awl
8
15
20
1 19
1 22
1 5 of 6-1
83
Cook Tract
Cook Awl
19
34
8 31
34
24
25
6 of 6
100
Cook Aw2 (A 1111)
22
32
5 23
18
11
13
5 of 6
83
Cook Aw3
22
30
23 1 32
31
21
N:'A'
5 of 5
100
Cook AAV4 (A1114)
19
29
10
18
6
N'A'
3 of 5
60
Gonder Tract
Gonder Awl
7
7
IMMM 5
14
6
0 of 6
17
Gonder Aw2 (AIAV2)
15
8
7 24
20
19
12
4 of 6
67
Gonder Aw3
15
12
5 19
18
14
8
5 of 6
67
Gonder AAv4 (AI «'4)
15
19
6 5
18
15
N'A`
4 of 5
80
Gonder Aw5
N'A4
N'A4
7 19
18
=-
15
10
0 of 6
0
Gonder Aw6
3 of -I
75
Gonder AAv7
N A4
N A4
N A4 N 4
N A 4
0 of 2
0
Gonder Aw8
N A4
N A4
N A4 N'A4
N A4
16
12
1 of 2
50
Gonder AAv9
N A4
N A4
N A4 N'A;
N A;
0 of 2
0
Gonder AIv10
N A4
N A4
N A4 N'A;
N A4
6
0 of 2
0
Reference Gauges
R1w1
39
30
15 35
30
4 of 6
67
RMw2
18
18
11 26
33
6
4 of 6
67
RAw3
7
11
22 40
35
21
12 19
3 of 6
50
R1w4
N A4
N A4
N A4 13
6
2 of -I
50
R1Av5
N A4
N A4
N A4 6
0 of -I
0
0 °'o to 5 °'0
2007 Rainfall below historic normal
2 2011 Data available through May 16, 2011
a Onlv Normal rainfall vears evaluated (2007 excluded)
4 Gauge not installed
Gauge Malfunction
5 °'o to 12.5 °0
Greater than 12.5 °'o

Nahunta Mitigation Site
Hydrologic Success Assessment
Technical Memorandum
August 2011
Figure 1. Seven Year Monthly Precipitation for Nahunta Restoration Site
characteristics. Additional gauges Nvere installed in 2007 and 2010 to support field observations
and provide data documentation for a conceptual boundaiv dividing successful and unsuccessful
hydrologic restoration. Specifically, areas on the Tapp and Gonder Tracts required boundaries
dividing successful and unsuccessful hydrologic restoration. Five additional gauges Nvere installed
on each tract to help in placement of the successful restoration boundaiv. Logic used in the
placement of the additional gauges is described below.
Tapp Tract
AW5 Placed in 2007 to verifi- conditions on the west side of Reach 2.
AW6 Placed in 2007 to verifi- and define the boundaiv between AW3 and AW4.
AW7 Placed in 2010 to veri fi- and define the boundary- between AW 1 and AW2 (this area only
meets the site's success criteria of a hydroperiod greater than seven percent).
AW8 Placed in 2010 to verifi- observed conditions and justifi- a boundaiv between AW2 and
Reach 2.
AW9 Placed in 2010 to verifi- and define the boundaiv between AW3 and AW4.
Gonder Tract
AW6 Placed in 2007 to provide additional data between AW3 and AW4.
AW7 Placed in 2010 to verifi- the extent ofNvetland restoration areas associated with AW1.
AW8 Placed in 2010 to verifi- observed conditions and to justifi- a boundary- between AW1 and
Reach 6.
12
Growxm Season
11
10
9
c
7
r_
-:
p
••.. g
2
�^
,.
� ............
0
.7 F Al A Al .7 .7 A S O N D
A7onths
30th 70th Percentile Goldsboro 2005 Nlonthly Rakfall —%-- Goldsboro 2006 Nlonthly Rakfall
- - -- Goldsboro 2007 Nlonthly Rainflll A Goldsboro 2008 l\lontli v Ranifall - - �(6y - - -�- Goldsboro 2009 Monthly Ranifall
� -Goldsboro 20101\lontliy Rainflll Goldsboro 2011 l\lontlly Ranlfall
characteristics. Additional gauges Nvere installed in 2007 and 2010 to support field observations
and provide data documentation for a conceptual boundaiv dividing successful and unsuccessful
hydrologic restoration. Specifically, areas on the Tapp and Gonder Tracts required boundaries
dividing successful and unsuccessful hydrologic restoration. Five additional gauges Nvere installed
on each tract to help in placement of the successful restoration boundaiv. Logic used in the
placement of the additional gauges is described below.
Tapp Tract
AW5 Placed in 2007 to verifi- conditions on the west side of Reach 2.
AW6 Placed in 2007 to verifi- and define the boundaiv between AW3 and AW4.
AW7 Placed in 2010 to veri fi- and define the boundary- between AW 1 and AW2 (this area only
meets the site's success criteria of a hydroperiod greater than seven percent).
AW8 Placed in 2010 to verifi- observed conditions and justifi- a boundaiv between AW2 and
Reach 2.
AW9 Placed in 2010 to verifi- and define the boundaiv between AW3 and AW4.
Gonder Tract
AW6 Placed in 2007 to provide additional data between AW3 and AW4.
AW7 Placed in 2010 to verifi- the extent ofNvetland restoration areas associated with AW1.
AW8 Placed in 2010 to verifi- observed conditions and to justifi- a boundary- between AW1 and
Reach 6.

Nahunta Mitigation Site
Hydrologic Success Assessment
Technical Memorandum
August 2011
AW9 Placed in 2010 to verifi- the extent of Nvetland areas associated with AW5.
AW10 Placed in 2010 to verifi- observed conditions and to justifi- the boundary- between AW10
and AW4.
Methodology
To determine areas clearly exhibiting wetland hydrology restoration, two techniques Nvere
utilized: 1) review and analyze ground'kvater monitoring gauge data that have been collected
across the site to develop potential boundaries (conceptual boundaries) that define areas meeting
success criteria and design goals; and 2) perform a field assessment of each tract that has not met
design goals, and establish a boundaiv on the ground that reflects the observed site
characteristics, the analyzed gauge data, and the conceptual boundaries. The additional gauges
installed in 2007 and 2010 provide support for field observations indicating successful areas not
represented by the existing gauges.
The boundaiv determined through this process conservatively defines wetland restoration areas
from areas where success has not yet been determined. The boundaiv is not intended to represent
the final limits of wetland restoration.
Groundwater Monitoring Gauge Data
During two of the first three years of monitoring, the site and climatic conditions 'kvere not tvpical
of the expected long -term pattern. The site Nvas becoming saturated the first year after
construction (2005). The second year (2006) had below normal rainfall during the fast three
months of the year and the early portion of the groNving season. The region Nvas in an extreme
drought during the third year (2007).
The groundNvater gauge data from gauges with limited success and the nearest successful gauges
(where appropriate) Nvere analyzed by calculating the minimum depth to a 12.5 percent
hydroperiod for all gauges. The minimum depth to a 12.5 percent hydroperiod is the minimum
depth to the Nvater table over any consecutive 31 -day period during the groNving season. Gauges
separated by channels Nvere not compared due to the hydrologic effect of the stream channel. The
2007 data Nvas excluded due to drought conditions.
For gauges that failed to meet the 12.5 percent Nvetland hydroperiod success, a linear hydraulic
gradient was developed with an adjacent successful gauge using a linear regression. For example,
in 2010 Gonder gauge AW1 had a hydroperiod of six percent (15 days). The minimum depth at
which a 12.5 percent hydroperiod Nvas achieved Nvas -17.02 inches from the surface. Gauge
Gonder AW8 had a hydroperiod of 16 percent (40 days). The minimum depth at which a 12.5
percent hydroperiod Nvas achieved Nvas -6.93 inches from the ground surface. A linear regression
between the depth to a 12.5 percent hydroperiod at these two gauges was calculated. The linear
regression Nvas used to determine a conceptual boundary- point where the estimated hydraulic
gradient between the two gauges Nvas -12 inches from the surface (Figure 2). Using this
technique, a conceptual boundaiv point Nvas established in each year for paired gauges. Where a
stream separated such gauges, the stream was the assumed conceptual boundaiv. These
conceptual boundaries Nvere represented in a GIS for verification in the field with sub -meter GPS.
The data used to determine conceptual boundaries Nvas collected through May 2011. All
calculated conceptual boundaries are included in Appendix C.

Nahunta Mitigation Site
Hydrologic Success Assessment
Technical Memorandum
August 2011
Figure 2. Example Diagram of Conceptual Boundary Development
I_\'.�fl
U
-5
f1Z
u
o -15
0
N
r, -20
O
A -25
-30
I_\I.11
0 50 76 100 150 200 250 300
Distance (feet)
2010 Recorded Depth to 12.5 °'o Success A 2011 Recorded Depth to 125 0'o Success
2010 Estimated Depth to 12.5 °'o Success 2011 Estimated Depth to 125 0'o Success
—�� average Estimated Depth to 12.5 °'o Success — — — — Wetland Success Depth ( -12 ")
Field Boundan
Field Assessment
During the field assessment, the conceptual boundaiv -,vas located Nvith a sub -meter GPS receiver,
and refined through soil borings and observation of surface characteristics. Field indicators
included primaiv hydrology indicators (saturation and inundation), hydrophytic vegetation, and
loNv /depressional topography. A field boundaiv line Nvas constructed that more accurately defined
the extent of apparent successful Nvetland restoration. In areas where no clear boundaiv was
present, the original conceptual boundaiv -,vas used. The boundaiv in the field Nvas recorded
using GPS for mapping and documentation. This was not a wetland delineation, and did not
include survey or marking the boundaiv Nvith flagging tape.
The field assessment Nvas performed in May 2009, and the results Nvere combined with the
monitoring gauge data follo-,ving the 2009 groNving season. A figure Nvas developed combining
the hydrology analysis, field assessment, and GPS points to more accurately define the extent of
apparent successful Nvetland restoration. Data collection for the site continued through May of
2011.
6
185'
282'
0 50 76 100 150 200 250 300
Distance (feet)
2010 Recorded Depth to 12.5 °'o Success A 2011 Recorded Depth to 125 0'o Success
2010 Estimated Depth to 12.5 °'o Success 2011 Estimated Depth to 125 0'o Success
—�� average Estimated Depth to 12.5 °'o Success — — — — Wetland Success Depth ( -12 ")
Field Boundan
Field Assessment
During the field assessment, the conceptual boundaiv -,vas located Nvith a sub -meter GPS receiver,
and refined through soil borings and observation of surface characteristics. Field indicators
included primaiv hydrology indicators (saturation and inundation), hydrophytic vegetation, and
loNv /depressional topography. A field boundaiv line Nvas constructed that more accurately defined
the extent of apparent successful Nvetland restoration. In areas where no clear boundaiv was
present, the original conceptual boundaiv -,vas used. The boundaiv in the field Nvas recorded
using GPS for mapping and documentation. This was not a wetland delineation, and did not
include survey or marking the boundaiv Nvith flagging tape.
The field assessment Nvas performed in May 2009, and the results Nvere combined with the
monitoring gauge data follo-,ving the 2009 groNving season. A figure Nvas developed combining
the hydrology analysis, field assessment, and GPS points to more accurately define the extent of
apparent successful Nvetland restoration. Data collection for the site continued through May of
2011.
6

Nahunta Mitigation Site
Hydrologic Success Assessment
Technical Memorandum
August 2011
Results and Discussion
The hydrology design goals and monitoring results are summarized in Table 1. Rainfall data
throughout the monitoring period has exhibited normal to diver than normal years. As stated
previously, 2007 Nvas abnormally div and the region was in a severe drought. Most gauges did not
meet the success criteria during this monitoring year; therefore, the 2007 data are not included in
this analysis. The results of the analysis and field assessment for each of the five tracts are briefly
described below.
Cole
The Cole Tract gauges have shoN -,m a 12.5 percent hydroperiod during most years (Figure 3).
Gauge AW1 did not meet success in 2005, the year after construction, or in 2008, the year
folloNving the drought. It has exceeded the hydroperiod in all other years. Gauge AW2 has met the
successful hydroperiod in all normal years, exceeding 18 percent. Hydroperiods range from 35
percent to seven percent with most yearly maximum consecutive hydroperiods equal to or
exceeding 13 percent. It was determined that no boundaiv Nyas needed for the Cole Tract.
Tapp
The Tapp Tract has two gauges (AW2 and AW3) that have not consistently met the seven percent
design goal (Figure 4a). Gauge AW1 has not consistently met the 12.5 percent success criteria.
Data through May 2011 indicates AW 1 met the design goal four out of six years, and has only
met success criteria two years. Hydroperiods for successful gauges range from 13 to 30 percent.
To verify and refine the conceptual boundaries, three additional gauges -,were installed prior to the
2010 groNving season. Gauge AW7 Nyas placed bet-,veen AW1 and AW2, gauge AW8 -,vas placed
between AW2 and Reach 3, and gauge AW9 Nyas placed between AW3 and AW6. Gauges AW7
and AW8 Nvere successful during the early part of the groNving season. The additional gauges
reflect the success similar to nearby gauges in an area Nvith like hydrology (Table 2). The
additional gauges, AW5, AW6, and AW8, consistently recorded successful hydroperiods. Gauges
AW7 and AW9 did not meet success criteria, and performed similarly to adjacent unsuccessful
gauges.
AW1 and AW2 are located east of Reach 2, and -,were isolated from other gauges by Reach 2 and
Reach 3 (Figure 4b). Between 2008 and 2011, the calculated minimum depth to a 12.5 percent
hydroperiod ranged from -35.14 to -15.88 for AW2, and -30.83 to -20.55 for AW3 (Table 2).
Table 2. Tapp Tract Depth to 12.5 Percent Hydroperiod
Gauges
Annual
Depth to 12.5 Percent Success
Average
Depth
2008
2009
2010
2011
Tapp AW1
-12.9
-7.36
-17.29
-26.17
-15.93
Tapp AW2
-30.78
-15.88
-25.76
-35.14
-26.89
Tapp AW3
-26.05
-20.55
-30.83
--
-25.81
Tapp AW4
-3.36
-1.54
-2.85
-1.15
-2.22
Tapp AW6
-11.73
-3.11
-11.02
-1.93
-6.94
Tapp AW7
--
--
-15.1
-19.13
-17.11
Tapp AW8
--
--
-11.96
--
-11.96
Tapp AW9
--
--
-33.35
-27.5
-30.42
Data shown only for last four consecutive normal vears.

Nahunta Mitigation Site
Hydrologic Success Assessment
Technical Memorandum
August 2011
Gauge AW3 was compared to two successful gauges: AW4 and AW6 (Figure 4c). A distinct
elevation break was found running east to west perpendicular to the Nahunta Canal with AW3
located to the north. This break occurs along an old ditch that has been slightly crossmed to create
a shallow berm between AW3 and AW4 /AW6. Soils adjacent to Tapp AW3 have a shallow,
mucky surface over a sandy loam. The water table was found at approximately 26 inches below
the ground surface. South of the topographic break, soils were found to have a thicker mucky
loam surface, and vegetation appeared to be slightly more hydric with vegetation consisting
primarily of rushes (Juncos sp.) and sedges (Carex sp.). A field boundaiy was determined
primarily utilizing visible topography and vegetation breaks, and was mapped with sub -meter
GPS. The elevation difference likely indicates that Tapp AW3 is located on a slightly higher
feature common on large floodplains. This type of feature also typically has sandy textured soils,
likely contributing to more rapid drainage.
The hydroperiod of AW8 provides data to develop a conceptual boundary to the south of AW2.
This conceptual boundary was verified and adjusted during the field evaluation. Gauges AW1 and
AW7 show similar hydroperiods that meet the design criteria, but fall short of the success criteria.
Gauge AW7 provides data to place a conceptual boundary to the north of AW2 based on the
design success. The placement of AW9 did not influence the boundary developed after the field
assessment. The areas around gauges AW2, AW3, and AW9 appear to be slow to recharge from
groundwater and are more reliant on precipitation.
Due to elevated topography, limited watershed area, and likely rapid subsurface drainage, it is
unlikely that AW2 and AW3 swill consistently achieve the design goals or jurisdictional criteria.
Edmundsen
The Edmundsen Tracts have met the design criteria for all of the monitoring gauges in 2008
through 2011. Gauges AW4, AW6, and AW7 were slow to achieve hydrologic success, but all
met success after year one. The remaining gauges fell short of the 12.5 percent hydroperiod in
2006, but recorded success in all remaining years evaluated (Figure 5, Figure 6). Hydroperiods
range from 39 percent to eight percent with most hydroperiods equal to or exceeding 14 percent.
No boundary was developed for this tract.
Gonder
The Gonder Tract has t-,-,-o gauges (AW1 and AW5) that have not consistently met the seven
percent design criteria, and have not met the 12.5 percent success criteria (Table 3, Figure 7a).
Data through May 2011 indicates that AW 1 met the design goal three out of six years, but has
only met the success criteria in one year. Gauges AW3 and AW4 have met success during four of
the years monitored, and AW2 has met success during five of the years monitored. Hydroperiods
for successful gauges range from five to 24 percent.
To verify and refine the conceptual boundaries, four additional gauges were installed prior to the
2010 growing season. Gauge AW7 was placed between AW1 and the northwest boundaiy, AW8
was placed between AW1 and Reach 6, AW9 was placed between AW5 and AW2, and AW 10
was placed between AW4 and the southern boundary-.
The additional gauges reflect the success similar to nearby gauges in areas with like hydrology
(Table 3). The additional gauges, AW6 and AW8, consistently recorded successful hydroperiods.

Nahunta Mitigation Site
Hydrologic Success Assessment
Technical Memorandum
August 2011
Gauges AW7, AW9 and AW 10 did not meet success criteria and performed similarly to adjacent
unsuccessful gauges.
Table 3. Gonder Tract Depth to 12.5 Percent Hydroperiod
Gauges
Annual
Depth to 12.5 Percent Success
Average
Depth
2008
2009
2010
2011
Gonder AW1
-29.28
-11.87
-17.02
-28.27
-21.61
Gonder AW3
-935
-8.76
-7.79
-19.49
-11.35
Gonder AW4
-25.09
-3.26
-5.98
--
-11.44
Gonder AW46
-10.84
-2.96
-532
-17.99
-9.28
Gonder AW7
--
--
-17.14
-29.18
-23.16
Gonder AW8
--
--
-8.45
-12.97
-10.71
Gonder AW10
--
--
-15.66
-28.93
1 -22.30
Data shown onlv for last four consecutive normal vears.
AW4 has met the 12.5 percent success hydrology goal four out of five years, and exceeded the
five percent jurisdictional criteria five out of five years. Four gauges (AW2, AW3, AW6, and
AW8) have met the design criteria in all normal years. Data through 2011 show that AW1 has
met the design hydrology goal three out of six years, and met or exceeded the five percent
jurisdictional criteria four out of six years. Reach 6 separates AW1 and AW5 from the other
Gonder gauges and Nvas the assumed conceptual boundary. No field indicators were present to
move that line substantiallv.
Gauge AW1 recorded hydroperiods above seven percent in three out of six years. This gauge did
not record a seven percent hydroperiod in 2008 or 2010. The hydrology in this area appears slow
to recharge from groundNvater, and is more dependent on precipitation. Gauge AW1 appears to
define the edge of successful hydrology (Figure 7b).
AW8 has achieved both the design and jurisdictional success criteria one out of two years, falling
short of the success criteria in the second year. However, AW10 met the jurisdictional success
Nvith six percent in 2010. Gauge AW10 appears to define the edge of successful hydrology.
Gonder gauges AW5, AW7, and AW9 have not met design or jurisdictional hydrology criteria.
During construction of Reach 6, a floodplain bench Nvas created along the channel as it drops
down to Nahunta Canal. AW 10 appears to be located at the edge of this bench (Figure 7c). The
floodplain bench is frequently saturated and inundated and has hydrophytic vegetation. The back
edge of the floodplain bench was mapped upstream to the point where it became indistinct. From
that point, the boundary -,vas carried directly to the restoration limits. The doN -,mstream end of that
line Nvas tied into the restoration boundary- near Reach 6 and the Nahunta Canal.
Due to elevated topography, limited -,watershed area, and likely rapid subsurface drainage, it is
unlikely that AW5, AW7, AW9, and AW 10 will achieve the design goals or jurisdictional
criteria.
Cook
The Cook Tract gauges AW 1 and AW3 have met the hydrology design goals for all of the
monitoring gauges in all six years evaluated (Figure 8). During the 2008 Monitoring year, all
monitoring gauges exceeded the 12.5 percent hydroperiod, except Cook AW4. Cook AW4

Nahunta Mitigation Site
Hydrologic Success Assessment
Technical Memorandum
August 2011
exceeded the design goal of seven percent. During the 2010 Monitoring year, Cook AW2 and
AW4 did not meet the 12.5 percent hydroperiod, and AW4 fell just under the design goal.
However, this gauge recorded a hydroperiod of six percent, which exceeds the jurisdictional
criteria of five percent. Hydroperiods range from 34 percent to six percent with most
hydroperiods equal to or exceeding 19 percent. No boundaiy was developed for this tract.
Restoration Summary
Based on the analysis and evaluation, 103.4 acres (88.4 percent) of the Nahunta site have met the
hydrologic design goals set forth in the Restoration Plan, and represent successful wetland
restoration.
Results of the Nahunta hydrology analysis divided the wetland restoration areas into two
categories (Table 4). The first category is 103.4 acres (88.4 percent of the total) that have
demonstrated full restoration to wetland conditions. The second category is 133 acres (11.3
percent of the total restoration acres) that have not met the design goal in most years. These areas
do not have high potential for being determined successful wetland restoration with additional
monitoring. Theses areas are not successful as restored wetland, and should be defined as
restored forested buffer for wetland and stream with a mitigation credit ratio applied that reflects
that definition. Of the 13.3 unsuccessful acres, 1.7 acres on the Tapp Tract have met the design
goal of a seven percent hydroperiod.
Table 4. Wetland Restoration Summary
10
Unsuccessful
Total Design
Fully Successful
Wetland Restoration
Tract
Wetland
Wetland
Acres (Restored
Restoration Acres
Restoration Acres
Forested Buffer)
Cole
7.9
7.9
--
Tapp
179
15.2
2.7
Edmunsen North
16.5
16.5
--
Edmunsen South
21.0
21.0
--
Gonder
24.5
13.6
10.9
Cook
29.2
29.2
--
Total Acres
117.0
103.4
13.3
Percent
100
88.4
113
10

APPENDIX A
Soil Boring Logs

Nahunta
Wayne County, NC
11- Jul -11
Location: Approximately 6 feet from AW5
SOIL
Sampling Point: Tapp AW5
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth
(inches)
Color (moist)
%
Color (moist)
%
Type
Loc
Texture Remarks
0 - 11
7.5 YR 2.5/1
100%
mucky L
11 - 18
7.5 YR 4/2
85%
7.5 YR 2.5/1
15%
D
M
SC
18 24
7.5 YR 2.5/2
88%
7.5 YR 4/2
10%
C
M
SC massive
7.5 YR 5/6
2%
C
M /PL
24 - 46
7.5 YR 4/2
100%
SCL
Hydric Soil Indicator: (Field Indicators of Hydric Soils in the United States, Version 7.0.)
A7. 5 cm Mucky Mineral
A11. Depleted Below Dark Surface
F3. Depleted Matrix
Wetland Hydrology Indicators
Water table at 12 inches at nearby gauge
Saturated at 11 inches
Dry season water table
Shallow aquitard (massive clay layer at 18 inches)

Nahunta
Wayne County, NC
11- Jul -11
Location: Approximately 3 feet from AW7.
SOIL
Sampling Point: Tapp AW7
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth
(inches)
Color (moist)
%
Color (moist)
%
Type
Loc
Texture
Remarks
0 - 9
7.5 YR 2.5/1
100%
SiL
high organic percentage
9 - 19
7.5 YR 2.5/2
78%
7.5 YR 2.5/1
20%
D
M
SC
structure weak to massive
7.5 YR 4/6
2%
C
M /PL
19 - 26
7.5 YR 4/2
95%
7.5 YR 5/1
5%
D
M
SC
very massive
26 - 44
7.5 YR 4/2
80%
7.5 YR 5/1
20%
D
M
SCL
44 - 50
10 YR 6/3
100%
LS
Hydric Soil Indicator: (Field Indicators of Hydric Soils in the United States, Version 7.0.)
Al2. Thick Dark Surface
F6. Redox Dark Surface
Wetland Hydrology Indicators
Water table at 32 inches and rising.
Saturated at 18 inches
Dry season water table
Shallow aquitard (massive clay layer at 19 inches)
Does not pass FAC neutral test

Nahunta
Wayne County, NC
11- Jul -11
Location: Approximately 5.5 feet from AW8. At slighlty higer elevation
Sampling Point: AW8
SOIL
to the depth needed to document the indicator or confirm the absence
Depth
(inches) Color (moist) % Color (moist) % Type Loc Texture
0 - 14 7.5 YR 2.5/1 100% SiL
14 - 50 7.5 YR 2.5/2 100% 7.5 YR 5/1 15% D M SL
Hydric Soil Indicator: (Field Indicators of Hydric Soils in the United States, Version 7.0.)
Al2. Thick Dark Surface
Wetland Hydrology Indicators
Water table at 8 inches and rising.
Saturated at 8 inches
Dry season water table
Remarks

Nahunta
Wayne County, NC
11- Jul -11
Location: Approximately 5 feet from AW9
SOIL
Sampling Point: Tapp AW -9
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth
(inches)
Color (moist)
% Color (moist)
% Type Loc Texture
Remarks
0 - 12
7.5 YR 2.5/1
100%
mucky SiL
High organic content
12 - 22
7.5 YR 4/1
100%
Si
22 - 42
7.5 YR 2.5/1
95% 7.5 YR 4/1
5% D M C
Massive structure
42 - 50
7.5 YR 4/1
100%
SC
Massive structure
Hydric Soil Indicator: (Field Indicators of Hydric Soils in the United States, Version 7.0.)
A7. 5 cm Mucky Mineral.
Al2. Thick Dark Surface.
Wetland Hydrology Indicators
Water table at 22 inches
Saturated at 22 inches
Water- stained leaves
Dry season water table

Nahunta
Wayne County, NC
14-Jul-1 1
Location: Approximately 7 feet from AW6 (slightly higher topography)
SOIL
Profile Description: (Describe to the depth needed to document the indicator or confirm the
Depth
(inches)
Color (moist)
% Color (moist)
% Type Loc Texture
0 - 10
7.5 YR 2.5/1
100%
mucky Si
10 - 17
7.5 YR 2.5/1
95% 7.5 YR 5/1
5% D M SiL
17 - 38
7.5 YR 4/2
100%
SC
38 46
7.5 YR 6/3
100%
SL
Hydric Soil Indicator: (Field Indicators of Hydric Soils in the United States, Version 7.0.)
F1. Loamy Mucky Mineral
Wetland Hydrology Indicators
Water table at +3.5 inches at nearby gauge
Saturated at -4 inches (rising)
Dry season water table within 24 inches
Area surrounding is innundated
Shallow aquitard (massive clay layer at 17 inches)
Sampling Point: Gonder AW7
3ence of indicators.)
Remarks
massive (restrictive)
massive

Nahunta
Wayne County, NC
14-Jul-1 1
Location: Approximately 2 feet from AW7
SOIL
Sampling Point: Gonder AW7
to the depth needed to document the indicator or confirm the absence
Depth
(inches)
Color (moist)
% Color (moist)
% Type Loc Texture
0 - 17
7.5 YR 2.5/1
100%
mucky L
17 - 42
7.5 YR 4/1
85% 7.5 YR 2.5/2
2% C M SC
--
88% 7.5 YR 6/1
2% D M
42 - 48
7.5 YR 7/2
100%
LfS
Hydric Soil Indicator: (Field Indicators of Hydric Soils in the United States, Version 7.0.)
A7. 5 cm Mucky Mineral
Al2. Thick Dark Surface
Wetland Hydrology Indicators
Water table at -24 inches at nearby gauge
Saturated at -31 inches (rising)
Dry season water table within 24 inches
Remarks
small lenses of SL

Nahunta
Wayne County, NC
14 -J u I -11
Location: Approximately 2 feet from AW8
SOIL
Sampling Point: Gonder AW8
to the depth needed to document the indicator or confirm the absence
Depth
(inches)
Color (moist)
% Color (moist)
% Type Loc Texture
0 - 30
N 2.5/-
100%
Sic
30 - 36
7.5 YR 2.5/1
95%
C
36 - 48
7.5 YR 2.5/3
70%
Sic
Hydric Soil Indicator: (Field Indicators of Hydric Soils in the United States, Version 7.0.)
Al. Histosol
Al2. Thick Dark Surface
F2. Loamy Gleyed Matrix
Wetland Hydrology Indicators
Water table at -16 inches at nearby gauge
Water table at -17 inches in profile
Dry season water table within 24 inches (gauge)
Remarks

Nahunta
Wayne County, NC
14-Jul-1 1
Location: Approximately 5 feet from AW9
SOIL
Sampling Point: Gonder AW9
to the depth needed to document the indicator or confirm the absence
Depth
(inches)
Color (moist)
%
Color (moist)
%
Type
Loc
Texture
0 - 11
N 2.5/-
100%
mucky SiL
11 - 19
7.5 YR 2.5/1
95%
7.5 YR 5/2
5%
D
M
fSL
19 - 30
7.5 YR 4/2
70%
7.5 YR 8/1
30%
D
M
fSL
30 51
7.5 YR 5/2
99%
7.5 YR 4/3
1 %
C
M
SCL
Hydric Soil Indicator: (Field Indicators of Hydric Soils in the United States, Version 7.0.)
AT 5 cm Mucky Mineral
F2. Loamy Gleyed Matrix
Wetland Hydrology Indicators
Water table at -16.5 inches at nearby gauge
Saturated at -18 inches in profile
Dry season water table within 24 inches (gauge)
Sediment deposits on vegetation
Water stained leaves
Remarks

Nahunta
Wayne County, NC
14-Jul-1 1
Location: Approximately 5 feet from AW10
SOIL
Sampling Point: Gonder AW10
to the depth needed to document the indicator or confirm the absence
Depth
(inches)
Color (moist)
% Color (moist) % Type Loc
Texture
0 - 9
7.5 YR 2.5/1
100%
muck
9 - 16
10 YR 4/2
100%
SCL
16 - 23
10 YR 4/4
100%
SL
23 29
10 YR 4/6
100%
SCL
29 44
7.5 YR 5/2
80% 7.5 YR 5/6 20% C M
SL
Hydric Soil Indicator: (Field Indicators of Hydric Soils in the United States, Version 7.0.)
A2. Histic Epipedon
Wetland Hydrology Indicators
Water table at -23 inches at nearby gauge
Water table at -25 inches in profile (rising)
Dry season water table within 24 inches (gauge)
Remarks
terminated due to sand +water

APPENDIX B
Gauge Data

Nahunta Mitigation Site Annual Monitoring Report for2008 (Yeat-4)
Date
Water Level (inches)
dd-.mm-yyyy
Tapp AW1
Tapp AW2
Gon AW1
Gon AW3
01- Jan -2006
-2.10
-9'9
-861
-401
01- Jan -2006
-3.62
-113-
-9 -8
S 00
02-Jan-2006
-450
-1359
-1051
5.14
02-Jan-2006
-0.16
-483
-4.13
-2.41
03-Jan-2006
-o 1-
-1.04
-1.14
-2'6
03-Jan-2006
-051
-1.43
30
-1 _0
04-Jan-2006
_0 6-
-334
96
-1 91
04-Jan-2006
-069
-3 -0
-3 1-
-3.02
05-Jan-2006
-0 -3
-43-
-334
-3.15
05-Jan-2006
_0 _6
-480
-301
-3'9
06-Jan-2006
_0 5()
-4'6
-303
-3.15
06-Jan-2006
-0 -4
-� 1-
-430
-300
07-Jan-2006
-135
_6 5()
5.66
-4.16
07-Jan-2006
-1 35
-5.11
-- 13
-430
08-Jan-2006
-348
-10 10
-554
-4 -'-
08-Jan-2006
-4'3 "
-1184
-9'S
-480
09-Jan-2006
-4 -8
-1389
-1018
S.L2
09-Jan-2006
10
-15.43
-1130
5.45
10- Jan -2006
--
-16.`3
-1_'S`
5.54
10- Jan -2006
-5 94
-1-49
-1334
5.93
11- Jan -2006
5.60
-15.15
-13-9
5.93
11- Jan -2006
-4 -8
-18 2
-13-0
-6.05
12-Jan-2006
-490
-1880
-1445
-044
12-Jan-2006
11
-19.13
-15.00
-043
13-Jan-2006
559
-1961
-15.50
_6 59
13-Jan-2006
-433
-1944
-1534
5.69
14-Jan-2006
-008
-030
-830
-308
14-Jan-2006
-048
5 88
-908
-404
15-Jan-2006
-1.01
-808
-1091
553
15-Jan-2006
-' 84
-1145
-1' 94
5 99
16-Jan-2006
-4'6
-1434
-1404
-034
16-Jan-2006
5.01
-16.10
-15.55
17-Jan-2006
33
-1-3-
-1094
_6 _6
17-Jan-2006
-490
-1809
-1 - 10
18-Jan-2006
-0.02
-1'.14
-13 20
86
18-Jan-2006
-053
-681
-1305
10
19-Jan-2006
-096
-9
-14.65
5 93
19-Jan-2006
-1.92
-11
-16.01
-621
20-Jan-2006
-353
-14.15
-1-3-
-6.`4
20-Jan-2006
-440
-1595
-1-96
-083
21- Jan -2006
5.15
-1- '3
-1869
-- 13
21- Jan -2006
-003
-68-
-1481
-304
22-Jan-2006
-0.43
5.03
-14.42
-480
22-Jan-2006
-051
1-
-15.36
-498
23-Jan-2006
-053
1�
-15.54
-4.92
23-Jan-2006
-041
_5 ()5
-1 19
-4.62
24-Jan-2006
-0.10
-2.06
-10 58
-3.42
24-Jan-2006
-031
-34-
-1043
-3 -9
25-Jan-2006
_0 5,
-453
-11.`>
-4"
25-Jan-2006
-1'0
-038
-1405
5.16
26-Jan-2006
-3 1-
-96-
-1674
-1
26-Jan-2006
-L295
-1-84
-04-
27-Jan-2006
-1624
-193-
-- 66
27-Jan-2006
--34
-1-39
-19.`3 -
-- '4
28-Jan-2006
-830
-1883
-3056
-5.19
28-Jan-2006
-1938
-10 59
--38
29-Jan-2006
-- 3'
-20.04
-20.54
='9
29-Jan-2006
-6.00
-30.45
-1081
-- 06
30-Jan-2006
5 (A
-21.01
-2130
--40
30-Jan-2006
-5 14
-31.15
-2138
='S
31- Jan -2006
0 '4
-1433
-13'5
-191
31- Jan -2006
-031
-383
-833
-340
01-Feb-2006
_0
-488
-9.16
-384
01-Feb-2006
_0
5 86
-10-8
-4.11
02-Feb-2006
-135
--68
-1'.44
-443
02-Feb-2006
-1.50
-953
-1351
-44-
03-Feb-2006
-134
-1008
-1419
-400
03-Feb-2006
-2.19
-1''3
-1i --
I-
04-Feb-2006
-3.05
-1432
-16.62
5.10
04-Feb-2006
-1 -1
-1480
-10-1
534
05-Feb-2006
-403
-1049
-1838
-004
05-Feb-2006
-0 -4
-1806
-19--
-083
06-Feb-2006
-8 58
-1941
-21.02
--49
06-Feb-2006
-949
-20.46
-3156
_- 59
07-Feb-2006
-8 95
-21.13
-11
-686
07-Feb-2006
-9 -9
00
-" 39
--94
08-Feb-2006
-11.05
--98
= 3 38
-8
08-Feb-2006
-1153
-23.40
-'350
-841
09-Feb-2006
-1'3`
=43`
=4'4
-891
09-Feb-2006
-13.15
-35.15
-34.52
-9'S
10-Feb-2006
-1434
=6.6`_
(),
-1054
10-Feb-2006
-1449
-'- 03
5()
-9.10
11-Feb-2006
-1453
-1- 61
-'5 -3
-5.5>
11- Feb -2006
-1.16
-35.15
-116-
-4'6
12-Feb-2006
-0 -0
-24.03
-21.10
5 90
Appendix C

Nahunta Mitigation Site Annual Monitoring Report for2008 (Yeat-4)
Date
Water Level (inches)
dd-.mm-yyyy
Tapp AW1
Tapp AW2
Gon AW1
Gon AW3
12-Feb-2006
18
-2355
-22.62
-- 0�
13-Feb-2006
98
-24.01
?3 96
-8 5I
13-Feb-2006
--03
-3438
-2450
-8 �
14-Feb-2006
-9.15
-25.0
-25.48
-9'0
14-Feb-2006
-10 '9
-25.50
-3594
-9()()
15-Feb-2006
-11 -3
-2633
-36.65
-960
15-Feb-2006
-1169
-'0 -3
-1690
-9 -3
16-Feb-2006
-130-
, -51
-'- 4-
-10.1 �
16-Feb-2006
-140-
-1-98
-1- - 1
-10 0-
17-Feb-2006
-14 79
-25.41
-'- -4
-999
17-Feb-2006
-1440
-18-1
-25.13
-1030
18-Feb-2006
-15.06
-29.11
-18 58
-10 _6
18-Feb-2006
-15.39
-29.42
-1896
-10-8
19-Feb-2006
-16.13
-,g-()
-,q(),
-1168
19-Feb-2006
-1689
-30.11
-29.64
-1184
20-Feb-2006
-I - 7
-3048
-,g--
-11.13
20-Feb-2006
-16 59
-3053
-29.64
-11'0
21-Feb-2006
-104-
-3009
-3000
-11 51
21-Feb-2006
46 _6
-30-9
-3035
-1196
22-Feb-2006
-1-30
-30.95
-3004
-11 1-
22-Feb-2006
-13.50
-3038
-39 -3
-940
23-Feb-2006
-0.11
-25.63
-"8-
-408
23-Feb-2006
-0.42
-1882
-31'0
533
24-Feb-2006
-081
-1841
-23.06
_6
24-Feb-2006
-2.43
-1845
-2421
--
25-Feb-2006
-4 -0
-19.15
01
25-Feb-2006
-5 1-
-1961
15
-- 60
26-Feb-2006
-626
-'0 4-
-26.06
-838
26-Feb-2006
-5.42
-2134
-2()9'
-9'4
27-Feb-2006
-1053
40
-9
-1048
27-Feb-2006
-11.11
93
--
-949
28-Feb-2006
-11.85
-23.60
-2536
-989
28-Feb-2006
-1353
-3438
-38.65
-10.19
01- Mar -2006
-13 '8
-24 9-
-2929
-1055
01- Mar -2006
-13.9-
-,5 ()5
-39()'
-108-
02-Mar-2006
-14.45
-2632
-29.54
-109-
02-Mar-2006
-14 -9
-1688
-30.05
-11'1
03-Mar-2006
-16.13
?2.96
-3134
-1' 3-
03-Mar-2006
-1-33
-1882
-31.63
-1' 94
04-Mar-2006
-1848
-29.63
-3' '3
-1355
04-Mar-2006
-1933
-3031
3239
-1389
05-Mar-2006
-20.43
-31.06
-32.95
-1443
05-Mar-2006
-21.09
-3154
-3' 9-
-1448
06-Mar-2006
-21.62
-3189
-33.15
-1448
06-Mar-2006
-20.11
-3195
-33.14
-13.13
07-Mar-2006
- 19 55
-31.61
-3354
-1390
07-Mar-2006
-10 16
-3104
-33--
-14-1
08-Mar-2006
-'1 3-
-3'.04
-34'1
-1> 1�
08-Mar-2006
-21.90
-3230
-34.16
-15.1-
09- Mar - 2006
39
-3259
-344-
-15.30
09-Mar-2006
03
-3' -9
-3452
-15.40
10-Mar-2006
91
-3301
-3495
-15 4-
10-Mar-2006
-'3 '3
-33.15
-3539
-1 -
11- Mar -2006
-33.81
-333-
-35.86
-16
11- Mar -2006
-24.21
-3359
-3590
-1633
12-Mar-2006
-24.36
-3380
-3004
-1031
-24.40
-3394
-35 95
-1039
-12-Mar-2006
13-Mar-2006
-'4
-3408
-
-36'3
-1048
13-Mar-2006
-24.49
-33--
-35 8-
-16 5-
14-Mar-2006
-24 51
-3339
-36.18
-16 59
14-Mar-2006
-24.92
-3328
-3- 11
-1 - (A
15-Mar-2006
-8
-3303
-32.65
-1-90
15-Mar-2006
-26.41
-3409
-3-00
-18.18
16-Mar-2006
' -.14
-3401
-3-99
-18'- �
16-Mar-2006
' -.6=
-35 0-
-3-99
-15.43
17-Mar-2006
-28.11
-35.53
-38.18
-184-
17-Mar-2006
-1861
-35 99
-38 -
-1889
18-Mar-2006
-29.16
-30 5-
-39.16
-19.15
18-Mar-2006
-29.46
-3695
-39.1'
-1929
19-Mar-2006
-3001
-3-39
-3904
-1961
19-Mar-2006
-3033
-3-03
-3900
-1966
20-Mar-2006
-30 -5
-3801
-4000
-1985
20-Mar-2006
-3098
-38.15
-40.13
-1883
21-Mar-2006
() 11
-1860
- - 40
-4. -3 -
21- Mar -2006
-0.20
-1 --
-3053
535
22-Mar-2006
_0 �()
=.60
-'3 04
-0 -4
22-Mar-2006
-1.14
5 60
88
--93
-2.88
-8()()
()1
-8 -5
-23-Mar-2006
23-Mar-2006
-4.95
-11'1
-1816
-900
24-Mar-2006
-39-
-11 -1
-18-6
--9,
24-Mar-2006
-- - 3
-1499
-1908
-8 9�
25-Mar-2006
-0 -3
-1690
982
-9 55
25-Mar-2006
-800
-1810
-3044
-10 0-
26- Mar -2006
-9 54
-1961
-31 1-
-10
26- Mar-2006
-11.21
-20.83
-3180
-11
Appendix C

Nahunta Mitigation Site Annual Monitoring Report for2008 (Yeat-4)
Date
Water Level (inches)
dd-.mm-yyyy
Tapp AW1
Tapp AW2
Gon AW1
Gon AW3
27-Mar-2006
-12.86
-" 03
-32.61
-1' 3-
27-Mar-2006
-14'5
-33 96
-3' --
-1189
28-Mar-2006
-15.60
-'3 88
-3334
-1334
28-Mar-2006
-1040
-24.60
-3339
-13
29-Mar-2006
-1-43
-25.80
-34.05
-1401
29-Mar-2006
-18
5-
-34.53
-1403
30-Mar-2006
-19 -4
-35 09
-15.14
30-Mar-2006
-10
-'8
-35'1
-1550
31-Mar-2006
-11 -9
-29.04
-35.66
-15.81
31-Mar-2006
4'
-1961
-35.62
-16.02
01-Apr-2006
9-
-30.1'
-35 8-
-15.00
01-Apr-2006
81
-3029
-35 9-
-1004
02-Apr-2006
-23.38
-3056
-30--
-1003
02-Apr-2006
-1403
-3091
-3 0-1
-1-03
03-Apr-2006
-2431
-1816
-36.`5
-1440
03-Apr-2006
-12.14
-18-6
-3380
-1130
04-Apr-2006
-388
-'- 33
-3359
-10 -1
04-Apr-2006
-931
=6.94
-;356
-1'34
05-Apr-2006
-11.80
-34.13
-13.15
-1435
-3400
-1456
-05-Apr-2006
06-Apr-2006
-16.66
-1808
-35.48
-1 � 11 1
06-Apr-2006
-18 59
-28.60
-35.81
-16.00
07-Apr-2006
-20.05
-,g,-
-36.1'
-16.10
07-Apr-2006
-11 5()
-,g--
-36.43
-1`.06
08-Apr-2006
-22.88
-304-
-3088
-1-09
08-Apr-2006
-1399
-31.01
-3-09
-1430
09-Apr-2006
- 20.04
-19-8
-3--4
-144-
09-Apr-2006
-1008
=9.43
-3--4
-16.43
10-Apr-2006
-21.64
-30.16
-3824
-1- 10
10-Apr-2006
-23.05
-30-1
-3832
-1-89
11- Apr -2006
-24.51
-3134
-3883
-18.16
11- Apr -2006
-25.64
-3180
-3893
-18-8
12-Apr-2006
-'0 -4
-3' -0
-3935
-1892
12-Apr-2006
-2 -.59
-3339
-39.45
-19.42
13-Apr-2006
-2836
-34.14
-39.62
-1941
13-Apr-2006
-29.03
-34-0
-39-8
-1991
14-Apr-2006
-,q -5
-35.41
-400-
-198-
14-Apr-2006
-3039
-35.94
-40.05
-2031
15-Apr-2006
-31.11
-300-
-4050
-2032
15-Apr-2006
-31.90
-3- '3
-4084
-21.13
16-Apr-2006
-3'.63
-3-84
- 4150
=1'6
16-Apr-2006
;356
-38 1-
-4100
-11 --
17-Apr-2006
-34'0
-3855
-41 -9
-1180
17-Apr-2006
-35.04
-3890
-42.60
-198-
18-Apr-2006
-35.49
-39 25
-42 -3
-21 ?5
18-Apr-2006
-35.90
-3944
-4293
-1109
19-Apr-2006
-3635
-39.65
-43.14
-" 30
19-Apr-2006
-36.82
-3984
-4341
-11-7
20-Apr-2006
-3-39
-4009
-47-86
-98
20-Apr-2006
-3-88
-40'6
-44.15
-'3 4'
21- Apr -2006
-3839
-4048
-4455
-23.61
21- Apr -2006
-3880
-4003
-44-0
-'3 9-
22-Apr-2006
-3930
-40-9
-44.92
-24.11
22-Apr-2006
-3- %
-30.15
-3' -0
-961
23-Apr-2006
-13.50
-30-4
-'0 4-
-9.18
23-Apr-2006
-16.45
-3149
-3031
-117-
24-Apr-2006
-1966
-31 "
-3' -4
-12.64
24-Apr-2006
11 11
-3041
-33.95
-138-
25-Apr-2006
-2438
-3039
-35.04
-1401
25-Apr-2006
-26.43
-30.65
-3554
-1004
26-Apr-2006
-28.53
-3143
-3- 13
-1083
26-Apr-2006
-29.94
-3' 1-
-36.42
-1140
27-Apr-2006
-21.46
-30.18
-31.93
-48-
27-Apr-2006
-0'S
-1488
-1356
28-Apr-2006
-0.65
-9'8
-15.1-
-408
28-Apr-2006
18
-13.48
-18-3
-5.62
29-Apr-2006
16
-15.61
-11 5()
_6 5I
29-Apr-2006
-11.89
-19.18
=328
-8 5()
30-Apr-2006
-14.50
-21.04
-2456
-8.95
30-Apr-2006
-1- 13
='.6`_
-'s -1
-10 -1
01-May-2006
-19.51
-24.16
-1681
-11.14
01-May-2006
-21.90
-25.91
-1-91
-12.84
02-May-2006
-'3 0-
-1- 10
-18-9
-13.12
02-May-2006
-1868
=9.46
-14.58
03-May-2006
982
-304-
-14.92
03-May-2006
-1909
-3099
-3148
-1()-9
04-May-2006
-3009
-32.35
-32.41
-1093
04-May-2006
-3' "
-3344
-3300
-18.22
05-May-2006
-33.54
-34.45
-3380
-18.18
05-May-2006
-34 -8
-3531
-334-
-15 -,
06-May-2006
-30.15
-30--
-1-98
-'.61
06-May-2006
-1-93
-3156
-'9'8
-11 52
27-M2y -2226
-28.85
-3251
-300
-12.94
07- May -2006
-1033
-'8 3-
-23.01
-1.89
08-May-2006
-042
-1.11
-3.16
-2.81
Appendix C

Nahunta Mitigation Site Annual Monitoring Report for2008 (Yeat-4)
Date
Water Level (inches)
dd-.mm-yyyy
Tapp AW1
Tapp AW2
Gon AW1
Gon AW3
08-May-2006
_0 -8
-1 56
-4 -9
-3 3-
09-May-2006
-1.05
?'9
-6.60
-300
09-May-2006
-443
554
-8 -9
-4.65
10-May-2006
='6
-86-
-108-
03
10-May-2006
-998
-1180
-13 22
-6.23
11- May -2006
-1086
-1494
-1481
-038
11- May -2006
-13'0
-1043
-1351
-3 --
12-May-2006
-15.60
-16 -5
-16.01
-5.68
12-May-2006
-1838
-1230
-1-84
-8.42
13-May-2006
-1086
-1801
-191-
-8 -1
13-May-2006
-'3 '8
-19-6
-1081
-10.95
14-May-2006
-25.16
-2154
05
-11.21
14-May-2006
=6.48
-" 14
44
-11.20 .
15-May-2006
-081
-38-
-3.45
-343
15-May-2006
-1'4
-330
06
-4.42
16-May-2006
-3 3'
-444
'3
-5.02
16-May-2006
-986
=.45
-1030
-083
17-May-2006
-11.86
-892
-11 --
-'.13
17-May-2006
-15.21
-11 58
-16.02
-9.19
18-May-2006
-1-89
-1115
-18.14
-961
18-May-2006
_0 --
-0'6
-11.18
-1.44
19-May-2006
_0 5()
-004
?'9
-3.29
19-May-2006
-153
-1.18
-409
-4 --
20-May-2006
-1 -1
-1'9
-624
-480
20-May-2006
--33
33
Too
_6 _6
21-May-2006
-555
91
-11 11
_6 -I
21-May-2006
-11 -1
-400
-1452
-9.12
22-May-2006
-14.10
-0 -3
-1- 06
-994
22-May-2006
-1-09
-99-
-19.1'
-12.03
23-May-2006
-19 5()
-11.14
-20.65
-12.60
23-May-2006
-1199
-1490
=2'6
-14 0-_
24-May-2006
-1390
-1623
-23.42
-1484
24-May-2006
86
-18 59
-24.48
-16.42
25-May-2006
3-
-20 24
-25.40
-1622
25-May-2006
-29.05
11 1-
-2630
-1-99
26-May-2006
-3039
=4.15
-1- 11
-1- -5
26-May-2006
-31.95
-1 � 96
-28.18
-192()
27-May-2006
-31.52
-21.66
-401
-1'.41
27-May-2006
-3' -
-'4 -4
-25.85
-1609
28-May-2006
-33 59
-16 -1
-1-18
-1004
28-May-2006
-34.95
-'829
-2839
-18 5I
29-May-2006
-35.98
-,g--
-2938
-18 5-
29-May-2006
-3093
-30-0
-30 1-
-20.19
30-May-2006
-3-84
-3191
-31.08
-1996
30-May-2006
-38 -3
-3' -1
-3195
-11 5()
31-May-2006
-3956
-33-1
-32.90
-2133
31-May-2006
-40 1-
-3434
3359
60
01-Jun-2006
-40.92
-35.10
-3428
41
01- Jun -2006
-41.51
-35.64
-34.85
-23.41
02-Jun-2006
-42.10
-36.42
-35.5'
-23.48
02-Jun-2006
-42.65
-3- 05
- 3615
=4.03
03-Jun-2006
-43.14
-3- -
-30 7
-'4 '3
03-Jun-2006
-43.10
-33 15
- 35.0'_
-'0 -4
04-Jun-2006
-43.18
-3453
-36.02
-1108
04-Jun-2006
-43.51
-3531
-3040
-'330
05-Jun-2006
-43 -8
-33-0
-35 '-
-18-7
05-Jun-2006
-38
-13.19
--99
-998
06-Jun-2006
-16.10
-938
-1992
-1'31
06-Jun-2006
-1 61
-11.19
-"9'
-1358
07-Jun-2006
-19 1-
- 1'.43
-'4 8'
-1444
07-Jun-2006
=1.60
-10-4
-'()'9
-10-3
08-Jun-2006
-'3 --
-18
-1-68
-1- 01
08-Jun-2006
=610
-1069
-188-
-1- '4
09-Jun-2006
-1- 11
-1019
-29.49
-1- 5T-
09-Jun-2006
-1880
-118-
-303-
-1934
10- Jun -2006
- 30'4
=4.
-314-
-1938
10- Jun -2006
-32.02
-26.66
-32.35
-20.84
11- Jun -2006
-3350
-2829
-33'5
-20.66
11- Jun -2006
-34.95
-2954
-3424
-1109
12-Jun-2006
-35 -0
-188-
-34.65
=0.65
12-Jun-2006
-304-
=95-
-35.05
=0.06
13-Jun-2006
-3084
-29"
-3490
-10 5()
13-Jun-2006
-3- '8
-1988
-35 29
-10 6-
14-Jun-2006
-3-39
-1-8
-31 5-
-15"
14-Jun-2006
-0'8
_0 --
-1 5I
-331
15-Jun-2006
-0 -3
-090
-3 --'
-399
15-Jun-2006
3-
-155
-6.24
-5.60
16-Jun-2006
55
-1.91
-8.24
-6.05
16-Jun-2006
-935
-340
-1104
-8.42
17-Jun-2006
-10.14
-400
-1384
-8 _0
17-Jun-2006
-13.19
-030
-1033
-109-
18-Jun-2006
-15.28
-801
-1 -. -0
-1093
1834
00
-1954
-1309
19- Jun -2006
-1338
19-Jun -2006
A
43
-153-
Appendix C

Nahunta Mitigation Site Annual Monitoring Report for2008 (Yeat-4)
Date
Water Level (inches)
dd-.mm-yyyy
Tapp AW1
Tapp AW2
Gon AW1
Gon AW3
20-Jun-2006
=545
-1'.'1
23.64
-15.46
20-Jun-2006
=6.05
-20.42
-'5 30
-1-40
21- Jun -2006
-1981
-'2.21
-26.66
-1- 5
21-Jun-2006
-0.16
-0.18
-1.12
-2.65
22-Jun-2006
-003
_0 -1
-3 '3
-3.15
22-Jun-2006
-1 6-
-1.29
-4 --
-494
23-Jun-2006
-393
-1.45
-6.32
-531
23-Jun-2006
-632
-1 -1
-983
--41
24-Jun-2006
-9 1-
-3.24
-12.30
24-Jun-2006
-11 -
-5.06
-I5 -4
-103'
25-Jun-2006
-14'0
-669
-1-43
-1041
25-Jun-2006
-0.11
_0
-3 54
-1.86
26-Jun-2006
_0 59
-0 -4
-3.05
-3'0
26-Jun-2006
008
00-
-003
-1 59
27-Jun-2006
-030
-0.29
-096
-2.01
27-Jun-2006
-038
-0.35
-1.02
-2.12
28-Jun-2006
_0 59
-0.61
-1.66
-2.40
28-Jun-2006
-135
-1.05
54
-3.02
29-Jun-2006
-1 94
-1.11
66
-30-
29-Jun-2006
-696
-2.20
-4.05
-4'9
30-Jun-2006
-835
-1 -1
-5.42
-438
30-Jun-2006
-11.49
-4.13
-8.22 "
-621
01-Jul-2006
-1' -4
14
-1048
-030
01-Jul-2006
-15.93
-1400
-8 -3
02-Jul-2006
-1831
-866
-158-
-896
02-Jul-2006
-11 1-
-1184
-1830
-1168
03-Jul-2006
-'3 10
-1186
-1944
-1181
03-Jul-2006
-2134
-1391
04-Jul-2006
0 13
0.65
-0.0?
-153
04-Jul-2006
_0
-0 56
-1.31
30
05-Jul-2006
-086
-081
-1.??
45
05-Jul-2006
-3.65
-1.3?
-2.92
06-Jul-2006
-5.68
-1 60
-330
06-Jul-2006
-0.45
-0.60
-091
-2.02
07-Jul-2006
-0 -4
_0 _8
-1.89
-2.45
07-Jul-2006
58
-1.35
-3.29
08-Jul-2006
11
-1
-3 --
-335
08-Jul-2006
-934
-3
84
-408
09-Jul-2006
-10'0
-3.92
6-
-4 --
09-Jul-2006
-11 89
-5.41
-1038
_6 51
10-Jul-2006
-1404
-6.14
-11 58
_6 59
10-Jul-2006
-168-
-848
-15.68
-894
11 -Jul -2006
-19 -
-8.95
-1-45
-9'3
11 -Jul -2006
-21.69
-11.28
-1968
-11 _0
12-Jul-2006
-23.59
-11.08
-10 _6
-11.85
12-Jul-2006
-1440
2240
-1400
13-Jul-2006
'4
-1381
-'3 '-
-1399
13-Jul-2006
-29.13
-1806
-24.80
-15.92
-30.5;
-1806
68
-1�95
-14-Jul-2006
14-Jul-2006
-3' 35
-1166
14
-1--4
15-Jul-2006
-33 05
-1168
-1-99
-1`.60
15-Jul-2006
-35.18
-2451
-2921
-19.14
16-Jul-2006
-3009
11 5-
-19 1-
-1- 53
16-Jul-2006
3`.11
-'5"
-303-
-19-6
17-Jul-2006
-38.05
-26.49
-3138
-1960
17-Jul-2006
-3900
-28.49
-32.40
-11 10
18-Jul-2006
-3991
-,q 5
-33 3'
-20 95
18-Jul-2006
-40 -3
-3041
-34 '8
19-Jul-2006
-41.53
-3130
-35'4
41
19-Jul-2006
-4235
-3' 1'
-3621
-'3 34
20-Jul-2006
-42.99
-3' -
-3090
20-Jul-2006
-43.55
-33 1'
-3- 51
=4.11
21-Jul-2006
-440-
-3309
-38.18
-2430
21 -Jul -2006
-44.62
-3400
-3889
-24.83
22-Jul-2006
-45.13
-3481
-3950
15
22-Jul-2006
-45.60
-3526
-4020
86
23-Jul-2006
-4008
-3009
-4080
-2631
23-Jul-2006
-4533
-32.14
-3888
-20.46
24-Jul-2006
-449-
-3044
-3998
-'3 1-
24-Jul-2006
-45.03
-'259
-39.02
-20 -3
25-Jul-2006
-40.62
-14
-30.11
-40-
25-Jul-2006
-19.15
_6
-356
-3.11
26-Jul-2006
-1900
-90-
-083
-4'4
26-Jul-2006
-1108
-12.43
-11 -5
-040
27-Jul-2006
-'4 -1
-139-
-1608
-- 00
27-Jul-2006
-16 6-
-11 -9
-908
-2.84
28-Jul-2006
'4
-1303
-10-4
-4.15
28-Jul-2006
_6
-1'.94
-8 --
-3.14
29-Jul-2006
--80
-3 -5
-1'1
-1 -3
29-Jul-2006
-10 11
-- 18
-34-
-3.66
30-Jul-2006
-1108
-8 --
-40-
-300
30-Jul-2006
-15.66
-11.`2
-- 6-
-4'5
31-Jul-2006
-18.55
-11 1-
-1021
-440
31-Jul-2006
-22.16
-1681
-140-
-083
01-Aug-2006
-24 '0
-1-04
-1656
= 10
Appendix C

Nahunta Mitigation Site Annual Monitoring Report for2008 (Yeat-4)
Date
Water Level (inches)
dd-.mm-yyyy
Tapp AW1
Tapp AW2
Gon AW1
Gon AW3
01-Aug-2006
'-14
-1080
-1954
-102
02-Aug-2006
-25.5
-1166
-20.5
-10 5-
02-Aug-2006
-31'4
-24.69
--98
-13.16
03-Aug-2006
-32.51
-25.1
-24.11
-1325
03-Aug-2006
-3481
-1800
-2593
-154-
04-Aug-2006
-36.11
-29.03
-,-og
-154-
04-Aug-2006
-3- -0
-30-4
-18-6
-1- 5I
05-Aug-2006
-35.52
-3184
-300-
-1-54
05-Aug-2006
-3990
-3300
-3143
-1896
06-Aug-2006
-40 74
-3349
-3150
-1035
06-Aug-2006
-41.66
-3444
-32.61
-1898
07-Aug-2006
-4232
-35.49
-3356
-1895
07-Aug-2006
-43.02
-36.13
-3440
-20.13
08-Aug-2006
-4355
-3083
-35"
-1009
08-Aug-2006
-44'9
-3-34
=5.14
-18-0-
09-Aug-2006
-18 -1
-11 5-
-488
-389
09-Aug-2006
-22.05
46 60
-104-
-654
10-Aug-2006
-25.36
-19.10
-15.30
--09
10-Aug-2006
-3 59
1S
-- 0-
-290
11-Aug-2006
-3 -0
10
-904
-3. -0
11-Aug-2006
-3 3'
--30
-893
-3.11
12-Aug-2006
-535
-8 -5
-1'.13
-3 --
12-Aug-2006
-11 5()
-1'.44
-158-
01
13-Aug-2006
-1 5 _0
-1401
-1860
5.65
13-Aug-2006
-20.03
-1949
-214-
-881
14-Aug-2006
-" 98
-'() 55
-23.16
-9 59
14-Aug-2006
-1618
-'3.55
-2495
-1110
15-Aug-2006
-2539
-25.06
-16 1-
-12.41
15-Aug-2006
-31'0
-,- 85
-1806
-14-8
16-Aug-2006
-32.99
-18-8
-2935
-1488
16-Aug-2006
-34 --
-3009
-3051
-1004
17-Aug-2006
-35.99
-3003
-3155
-1617
17-Aug-2006
-3- 3'
-318'
-3256
-1-45
18-Aug-2006
-38 '3
-3'55
-3339
-1-40
18-Aug-2006
-39.22 -
-33 5-
-3432
-1849
19-Aug-2006
-3988
-3404
-35.13
-18 5()
19-Aug-2006
-40 -3
-3481
-35 98
-20.15
20-Aug-2006
-4134
-35 -8
-3088
-2000
20-Aug-2006
-42.13
-3650
-3--8
-2180
21-Aug-2006
-42.66
-3-30
-38-1
-21.19
21-Aug-2006
-4300
-3148
-3938
-" 44
-4330
-3-80
-3994
-10-8
-22-Aug-2006
22-Aug-2006
-43.05
-3038
-40.19
-1198
23-Aug-2006
-42 -9
-3008
-4004
-11 _0
23-Aug-2006
-3044
-29 94
-3' 9-
-14-1
24-Aug-2006
-3650
-3032
-35.50
-16.02
24-Aug-2006
-3- '1
-31.`1
-30-0
- 1 -.6`_
25-Aug-2006
-3-9-
-3' -1
-3-90
-1-91
25-Aug-2006
-3909
-3391
-3904
-196-
26-Aug-2006
-3994
-35 20
-40073
-19-8
26-Aug-2006
-41.04
-3621
-40-9
-2147
27-Aug-2006
-41.56
-3-3-
-4140
-21.40
27-Aug-2006
-42.66
-3-93
-4199
-1196
28-Aug-2006
-43'3
-3801
- 4254
-" -4
28-Aug-2006
-4390
-389-
-4304
-24.01
29-Aug-2006
-4443
-3938
-4355
-23.52
-45.05
-3900
-4420
-24.62
-29-Aug-2006
30-Aug-2006
-45 5-
-3988
- 44.0'_
-118-
30-Aug-2006
-45.94
-35.51
-4330
-1-8-
31-Aug-2006
-45.53
-3833
-4300
-19.15
31-Aug-2006
-4388
-3343
-3251
-6.45
01-Sep-2006
1.16
355
1 0-
952
01-Sep-2006
2.64
9.10
-004
22.10
02-Sep-2006
2.51
93-
-1.00
1901
02-Sep-2006
_0 _0
4'4
-1.45
1450
03-Sep-2006
-09-
-034
-155
9-5
03-Sep-2006
-2.61
-135
-195
231
04-Sep-2006
-4.15
-1 -9
-196
-154
04-Sep-2006
--30
-341
-235
-1 -8
05-Sep-2006
-4'1
-1 59
-1.62
-1.42
05-Sep-2006
() 0-
044
0.19
-0.66
06-Sep-2006
-0.42
-009
-0.61
300
06-Sep-2006
_0 -5
1
-1.03
11.66
07-Sep-2006
-081
_0
-1 1-
96-
07-Sep-2006
-1'9
-1.00
-1 51
345
08-Sep-2006
-1 _0
-1'0
-1 5()
-1'6
08-Sep-2006
-408
-2'6
-195
-1.45
09-Sep-2006
-6.06
-, 9-
()9
-154
09-Sep-2006
-86-
- 4.10
= 50
-1 --
10-Sep-2006
-903
-433
85
-1 --
10-Sep-2006
-11.41
5 95
-308
-109
11- Sep -2006
-1154
11
-40-
-2.12
11- Sep -2006
-1404
-9.19
535
4'
12- Sep -2006
-15.14
-968
_6 -8
44
12- Sep -2006
-1-39
-11.03
-843
-9
Appendix C

Nahunta Mitigation Site Annual Monitoring Report for2008 (Yeat-4)
Appendix C

Nahunta Mitigation Site Annual Monitoring Reportfor2008 (Year4)
Appendix C
Water Level (inches)
--
Appendix C

Nahunta Mitigation Site Annual Monitoring Reportfor2008 (Year4)
Appendix C
Water Level (inches)
--
®
®
®
®
®
®
®
®
®®
®
®
®
®
®
®
®
®
®®
Appendix C

Nahunta Mitigation Site Annual Monitoring Reportfor2008 (Year4)
Appendix C
Water Level (inches)
--
®
®
®
®
®
®
®
®
®®
®
®
®
®
®
®
®
®
®®
®
®
®
®
®
®
®
®
®®
®
®
®
®
®
®
®
®
®®
Appendix C

Nahunta Mitigation Site Annual Monitoring Reportfor2008 (Year4)
Date
Water Level (inches)
dd- mmm -yyyy
Tapp AW1
Tapp AW2
Tapp AW3
Tapp AW4
Tapp AW6
Gon AW1
Gon AW3
Gon AW4
Gon AW6
- -b4av -118
- 308-
`. -0
-536
- 14.02
-4033
-16.49
-15.15
1-.44
8 -Alm -08
-31.69
3635
3264
5,()5
-13.`6
408-
-1818
-15.43
-1`.66
8 -Alm -08
326'
-36.69
33.03
4. -1
-13.42
- 41.00
-16.5-
15. -2
- 16.06
9 -Alm -118
-36.9-
33.16
-13-
-6.64
-41 '8
-15.6-
-15 00
-16.64
9 -b4av -118
3 ->
-39.16
33.46
-4.45
-13.69
- 42.1(1
19.44
16.5-
-16.96
10-Alm,-08
34.45
- 39.40
33.9'
336
-12 51
42.42
-1839
-16511
16 -4
10-Alm,-08
-378
-395-
-3456
-?4
-16.69
-435-
-'039
1-.6-
-1016
11-Alm'-08
-35.9-
-39-0
- 35.0'
6.4-
-15.96
-4353
-19.99
1`. -0
-'0 31
11 -b4av -118
35.93
-3956
-3454
-21-
-104-
-42.65
-16.15
-104-
-16. -9
12- b4av -08
-36.14
-3956
34 -4
-1
-11.11
-4351
-16.61
1 -?2
-19.64
12- b4av -08
-36.-1
39. -1
35'5
-436
-13.61
44.60
'0 04
-18'4
10 -'
13 -b4av -118
-'S
-39.64
- 35.80
-5.16
-1459
-45.14
-'031
-16.64
-'1.16
13 -b4av -118
3 -.64
-39.9-
- 3000
-616
1 -.45
-45.64
-'1.45
-19.45
",09
14- b4av -08
-36.41
40'1
-36.9-
-8'1
1 -?3
- 4002
-'135
19. -0
234
14- b4av -08
-36.95
4042
-54
-1019
-16.65
-40'0
?6
101-
3.09
15 -b4av -118
-394-
-4009
3- 5-
-10 1'
-16.12
-4004
'2.14
'0 44
3 'S
15- Mav -08
-3993
-40.86
- -9
-11.83
-19.43
-4091
-22 95
-20.95
23.84
16- Mav -08
401-
-4096
3 -?1
-4.51
-12.49
-4654
-19.19
-1955
-22.00
16- b4av -08
-4034
-4095
-3 -.61
- -.15
-14.99
4 -.03
11 08
-'0 45
3'4
P- Alm'-08
- 4009
41.04
-3 -.99
- -.66
-15.64
4-5-
'2.46
-2099
'3.64
1-- b4av-118
4099
41.0'
3853
11.44
-16.93
4 -.60
'36'
-'1.66
'4.6-
18-Alm,-08
4134
-41.16
-36.6-
-1131
-16. -6
4 -.96
'34-
-'1.6'
- '4.90
18-Alm'-08
41. -6
-4139
-3953
-6.13
-1835
-46.64
'4.00
-'1. -3
-'5.46
19-Alm,-08
- 41.6(1
41.46
-35.11
-619
-13.41
-485-
-'1.96
- '1.(12
'3.49
19-Alm'-08
-41.9'
- 41.00
-38 0'
-99,
1 -.01
46.6-
3.61
11 08
-'4.95
20- b4av -08
- 42.08
-4080
-36.49
-931
-16.66
-485-
3. -0
11 09
-'S 15
20-Alm'-08
-4236
-39.14
-1616
-090
-6.12
-4856
1-.6-
101-
395
21- b4av -08
- 4001
-39.6-
-36
-136
-810
4-3-
-1069
-19.83
11 11
21- b4av -08
-39.64
-36.9-
3'.46
-350
-11.83
4 -A5
2'9
-1061
'3.45
22-Alm,-08
-39.9-
390-
-35'1
4.40
- 1'.90
-46.61
'? %
- '1.(13
'395
22-Alm,-08
4001)
39.40
3 -56
-6.16
-1651
-49'8
-'4.15
".15
-'5.14
23 -b4av -118
41.46
-39.69
-36.6'
-6.66
-16.99
-49.66
-'4'3
'265
-'5.65
23- b4av -08
- 42.09
-4033
3933
-11.63
- 19.03
- 5() .12
-'S'9
3.14
-'63-
24-Alm'-08
4'.6-
4084
-39.6-
-11.65
-16.91
- 5049
'5'4
'3.53
-16.66
24- b'19v -Il6
- 43.08
41'4
- 4005
-1'53
-16.66
50 -4
- '5.00
-16.6-
25-Alm'-08
-4355
- 41.00
-4056
-13.15
-19.45
-5I 10
-'5.65
'4 0-
- 10
25 -b4av -118
4394
-41.83
41 '0
15 -4
-'1.6'
- 51.4(1
'6.6-
'4.66
' -.61
26- b4av -08
-4435
-42.1'
-41.65
-15. -5
11 --
-51.6'
-'6.93
- '4.90
-'6.16
26 -b4av -118
44. -3
-423'
-4219
160-
'350
- 52.(13
' -A4
'5.53
-16.66
2--Alm'-08
-45.11
-42.56
4' 4-
1 -59
'356
1-
' -.96
'S. -0
- 19.02
2-- b4av -08
-4551
42. -9
-43.11
19.9-
-'530
-52.66
-'6.9'
'6'-
-'9.53
28-Alm'-08
-45.93
- 43.10
-435'
19"
'5.4'
-5255
- 19.(1(1
-'6.53
-19.69
28- b4av -08
-46.15
-4335
-35.65
-6.60
-13.64
-52.16
-'151
'26'
'6S
29 -b4av -118
45. -1
-42.65
-36. -1
-6.66
14?-
-513-
- '4.03
'26-
61
29- b4av -08
- 45.00
-4221
-4055
-12. -5
1 -. -9
51.6-
'S.6-
'3.45
- 16.90
30- b4av -08
-45.69
- 42.(1(1
41.49
-1339
16 -2
- 52.03
- 16.09
3 -5
'-.41
30 -b4av -118
45.94
42.09
-4219
15 -4
-'0 8L)_
52.4(1
-1-09
'4 4-
-'6.12
31-Alm,-08
46?'
4229
-4256
-15.63
-'1.11
-52.61
- 11
-'4.66
-'6.54
31- b4av -08
-4650
-4255
-43"
-1815
3'9
52'3
'633
-'SS
-29?5
1- Jtut -08
-46.66
-429'
43.6-
-16.1'
3. -6
52 24
-'654
-'S.9'
'9. -6
1 -Jtut -118
4 -?5
-43 '5
44.44
'0 -3
'5.93
-52'2
-'9.64
-'659
- 3041
7J1u1 -()8
4 -.61
-4356
44. -9
-19.96
-'556
-52'6
-'9.41
'6. -3
- 3008
2 -.hut -118
4`.9-
- 43.80
-45.69
-3
1 44
-52'6
3044
-?9
-31.16
3 -Jtut -118
4834
44.00
-46.16
'251
-'6.14
-52 26
-30 %
' -59
-31.46
3- ,hut -08
- 46.60
44'0
- 46.16
'3.66
-29.(4
5224
-3119
' -.9'
-31.63
4 -.hut -118
1 -46.69
44.45
- 46.66
'3.66
-1959
-5222
-31.41
-'6.13
3'.14
4 -.hut -08
-49'1
44. -1
-46.64
-'S. -1
- 3083
52'3
3'.15
-'6. -5
3'.00
5- Jmi -08
-49.69
-45.16
-4014
'S. -6
-31.64
-52'6
3'.46
- 19.01
3295
5- Jtut -08
-50 14
-45.46
-46.15
`. -(1
3'.64
2-
-'956
33.44
6-.hu1 -08
-51156
-45.6'
-46.15
' -56
33.6'
5230
33.40
-'9.64
3. -4
6 -.hut -08
9-
- 4003
-46.15
'9.42
-34.66
1-
-34.1'
-3035
-34'1
71ut -08
-5136
-40'3
-46.15
'9?-
-3551
-5226
34?-
- 3054
-34.45
?- Jm1 -08
-51.66
-46.42
-40 16
- 31.10
-365-
52 24
- 35.00
- 31.05
- 34.90
8- Jm1 -08
- 5'.(13
46. -1
-46.15
- 31.01
-34
-52 26
-35.1'
-31?2
-35.11
6-.hu1 -118
5'.46
46.6-
-46.15
3'.66
-3830
-52 25
-35.6-
31 --
-3559
9- Jtut -08
-5'.66
-4004
-46.15
-39'0
-5225
-36.04
-31.95
-35, -8
9-.hu1 -08
5262
-46.63
-46.15
34'1
4011
5224
-36. -3
3'.42
30'5
10- Jtut -08
5'. -6
-46.6'
-46.15
-343-
-40 80
52 24
-36.93
3'.00
-36.49
111- Jtut -08
- 5'.60
-4001
-46.15
35 -4
-4088
52 24
3 -.65
33.11
-36.95
11- Jtut -08
5'. -6
- 4000
-46.15
-36.04
- 4088
-52'6
3 -.66
331
-.1-
11- Jtut -08
5'. -6
-45'1
-4616
3 -.16
- 4089
52'3
3855
3 -52
2- J1ui -08
5'. -6
46.44
-46.15
-34.15
-4088
-52 26
3 -99
3 -9
3 -.61
12- .hut -08
5'. -6
-4004
46.1-
- 35.05
- 4089
-5229
- 36.40
34.04
-36.04
13- Jtut -08
5'. -6
-4001
-4014
-35.61
408-
-5229
-3856
34.1-
-38'5
13 -.hut -08
-9
-4001
-4616
3-.1-
- 4089
-39.0-
-34.46
-3851
14- J1ui -08
-9
-4659
46.1-
-3 -.43
408-
-52'6
-39"
-3456
-36.69
14 -hur08
„ --
465-
-46.15
-3830
-40.89
-5215
39-4
-34.95
-38.96
15- J1n1 -08
„-8
-4658
-46.15
-3839
40.8-
-5215
-3990
-35.0-
-39.15
li- J1ui -08
5'. -9
-4659
-46.15
-3800
-4089
-52 25
-4004
-35.15
3933
16 -hur08
52-9
-4656
-46.15
-3831
-40.69
-5215
-40.09
-35'0
-39.50
16- Jtut -08
5'. -6
465-
-46.15
-39'3
- 4088
-5225
1 -40%
-35.45
-39.5-
1-- Jtut -08
5'. -6
-4656
-4016
-3959
- 4088
52'3
40 -3
- 35.6(1
39.6-
1-- Jtut -08
5'. -6
-4656
-40 14
4050
-4088
52 '3
-41 '8
-3000
-39.6'
18- J1n1 -08
-9
-4000
-4616
-4098
-408-
-52 26
-4152
14
4(1.(W
18 -Jmr08
81
-4659
-46.14
41 -6
-40.69
-52?6
42.01
46
-40.16
Appendix C

Nahunta Mitigation Site Annual Monitoring Reportfor2008 (Year4)
Date
Water Level (inches)
dd- mmm -yyyy
Tapp AW1
Tapp AW2
Tapp AW3
Tapp AW4
Tapp AW6
Gon AW1
Gon AW3
Gon AW4
Gon AW6
19- Jtut -08
-5280
-4656
-46.16
-42'6
- 4088
-52'6
-4231
-36.6'
- 4043
19- Jcu1 -08
-8
-4659
-46.16
-43.01
-4090
1-
4' -_
-36.96
40.60
20- ,hut -08
-52 -9
-4659
-40 15
43.4-
-40 89
-52 30
- 43.00
3 -.14
-40 80
20- ,hut -08
-9
-4656
-4015
44.09
- 4088
-52'6
43.44
3`.43
- 41.08
21- .hut -118
5'. -6
-4659
-4616
-444-
-4088
5230
-4356
3- 5-
-41 '9
21- .hut -08
- >'. -9
465-
-40 15
44.90
-4088
- 1-
-43.66
3`.69
41.40
22- .hut -08
-6
-4656
-40 15
45'-
-4088
5230
-43.61
- -4
-4156
22 -Jhui- 116
-5280
465-
-4616
45. -6
-4090
-52'9
-44.16
-38 05
41. -6
23 -hur08
-9
-4658
-46.16
-46.11
4090
-52 30
-4439
-38.11
-41.94
23 -hur08
52 -9
-4658
-46.15
-46.68
-40.89
-52 30
-4398
-3839
-42 15
24- ,hut -08
->'. -6
-4656
-4616
4 -.05
-4088
5231
44.02
-36.66
-4239
24- ,hut -118
5'. -9
-4656
-46.16
4 -59
-4089
5234
44.14
-36. -1
-42.64
25- ,hut -08
-9
-4656
46.1-
4`.90
- 4089
52 35
44.0-
-36.6-
-4331
217- Jtut -08
-9
-4656
-40 15
483-
-4090
-5231
44.00
- 39.08
-43.46
26- ,hut -08
-9
-4656
-46.15
46.6-
-4090
-52311
44.05
-39.14
-43. -5
26- ,hut -08
-5'.61
-4659
-4016
-491(
4089
1-
44.03
-39.43
-43.66
2- -hur08
-52.80
-4659
-46.15
-4950
4090
-52 '9
44.03
-39.66
-43.93
T- Jcu1 -08
-52.81
465-
-46.15
-50.02
4090
-52 '9
44.01
-39.9-
-43.99
28- ,hut -08
-5'. -9
-4656
-46.15
503'
-4089
-52'9
-43. -6
-4008
44.112
28 -hur08
-52.80
-4659
-46.16
�() -9
4090
-52 '9
-43.82
40.44
44.05
29 -.hut -08
- 5'.611
-4656
-40 14
-51.11
-4090
-52'9
-43.6'
-40 0'
-44.15
29- ,hut -08
- 5'.611
- 4000
- 46.16
5036
4089
-52'6
-43.64
- 408'
-44'3
311- Jtut -08
-9
-4656
- 4616
503-
-4089
-52 '6
-43.65
-408-
-4431
30- ,hut -08
- 5'.611
-4656
46.1 -
5036
4090
-43.65
- 41.09
44.40
1- Jtd -08
- 5'.611
-4659
- 4616
503-
-4089
-5231
43.6-
413-
-44.53
1- Jtd -08
- 5'.611
-4659
-46.15
503-
-4090
-5231
-43.66
41.6-
44.00
2- Jtd -08
-9
465-
46.1 -
5036
- 4088
5236
-43.66
-41.83
4419
2- Jtd -08
-9
-4659
-46.15
-5036
- 4089
5233
-43. -5
- 42.01
44'1
3- Jtd -08
-5'.61
465-
- 46.16
5036
-4088
5236
43. -6
-4219
44 -
3 -Jtd -116
-9
-4656
-46.15
5036
-4088
52 33
43. -6
-4239
-44.16
4- Jtd -08
- 5'.611
-4659
-46.15
503-
-4090
-523-
-43. -6
-42.53
44.00
4-.hd -116
-9
-4656
- 46.16
5036
4089
523'
43. -9
-42.61
43. -6
5- Jtd -08
-9
-4656
-46.15
503-
-4088
5235
43. -9
-42.66
43. -4
5- Jtd -08
-6
-4659
-46.15
5036
- 4089
5234
43. -9
-43.14
43. -6
6- Jtd -08
5'. -6
-4656
-46.15
503-
408-
5236
-43.61
1 -4319
43. -4
6- Jtd -08
- 5'.611
465-
- 46.16
5036
- 4088
52'3
-43.61
-43.43
43. -6
-- Jtd -08
-9
-4655
-46.15
5036
- 4088
5234
-43.61
-4319
43. -6
-- Jtd -08
-6
-4655
4014
503-
- 4089
523'
-43.61
43'-
-43. -5
8- Jtd -08
- 5'.611
465-
-4616
503-
- 4089
5234
43. -9
- 43.1111
43. -6
6-.hd -118
-9
-4656
-46.15
503-
- 4089
-5231
43. -6
-43.12
43. -6
9- Jtd -08
-5'.61
-4659
-4616
503-
- 4089
52 33
-43.66
-42.66
43. -6
9- Jtd -08
- 5'.611
-. -9
-46.15
503-
- 4089
43. -1
-433-
-43. -5
10- Jtd -08
-5'.61
-4650
-4550
-5036
-4089
52311
43. -2
-42.61
43 -4
111 -.hd -116
- 5'.611
-465'
-46.15
503-
- 4089
-52'9
43. -2
-4256
43 --
11- Jtd -08
-9
-4653
-4616
503-
- 4089
523'
43. -6
-4219
43 -6
11 -.hd -118
-9
-4655
-46.15
503-
-4089
-5231
-43. -5
-4216
43 --
12- Jtd -08
-6
4654
-46.15
503-
-4088
5231
43 --
- 42.05
43. -5
2- Jtd -08
5'. -6
-4653
4014
503-
4090
-52311
43. -6
423-
43. -5
13- Jtd -08
5'. -6
-4654
-4014
503-
408-
-52'9
-43. -6
42'0
43. -5
13- Jtd -08
-9
-4654
46.1-
503-
-4091
-52'6
43. -6
-42.66
43. -5
14- Jtd -08
526'
-4656
46.1 -
5036
- 4089
-52'9
-43. -6
42. -6
43. -6
14- Jtd -08
- 5'.611
-4659
-4016
-5036
4090
-52'9
43. -9
- 43.111
43. -6
15- Jtd -08
-9
465-
-46.15
-5036
4089
-5231
43. -6
43.11`
-43. -5
15- Jtd -08
-6
465-
-4016
-5036
- 4089
52 33
43. -9
-4351
43. -6
16 -.hd -116
- 5'.611
465-
-46.15
5036
408-
5234
43. -9
- 43.00
-43. -5
16 -Jtd -118
5'. -9
465-
-46.15
503-
- 4089
52 33
43.44
-43.64
43. -6
1-- Jtd -08
-6
-4656
-4616
503-
- 4089
5235
43.44
-4393
43. -4
7-.hd -118
5'. -6
465-
-40 14
-5036
-4090
5233
43.44
44.10
-43. -5
18- Jtd -08
- 5'.611
4000
-46.15
503-
4090
-5234
43.44
-44 10
43. -6
18 -.hd -116
-6
465-
46.1-
5039
4089
5234
-43.45
44.45
-43. -5
19- Jtd -08
- 5'.611
465-
-46.15
503-
408-
5236
43.44
44.45
43. -3
19- .hd -06
- 5'.611
4654
-46.15
503-
408-
5233
43.44
44.66
-43. -5
20 -Jtd -118
5'. -9
-4653
-46.15
503-
- 4088
5231
43.44
-44.03
43. -5
20- Jtd -08
- 5'.611
-4653
-46.15
5036
4090
-5230
-43.45
44.6'
43. -6
21- Jtd -08
-9
-4656
46.14
5036
4089
-52'6
43.44
44.611
43. -6
21- Jtd -08
- 5'.611
465-
- 46.16
5036
- 4089
-52'9
43.44
- 45.113
43 --
22 -.hd -116
. -9
-4656
-46.15
503-
- 4088
-52'9
-43.43
-45.12
43. -3
22- Jtd -08
- 5'.611
-4656
46.14
5036
4090
-43.43
-45'3
43. -4
23 -Jtd -118
5'.-9
-4656
-46.15
5036
4089
-52'9
43.44
-44.66
43. -4
23- Jtd -08
-5'.61
-4651
-3001
-5036
-4089
1-
43.44
-44311
43. -4
24- Jtd -08
-5'.83
465-
-19 15
-5036
4090
-52'9
-43.41
- 41.113
3 -.10
24- Jtd -08
-5'56
-4656
40 --
503-
-4090
-5L96
43.44
40 -1
-39 13_
25- Jtd -08
-5'.61
465-
-40 11
503-
41 "
-52 12
43.4-
-4044
-41.16
25- Jtd -08
-5'.66
-4656
- 4010
-5036
-4119
-5231
43.4-
-4036
-4291
26- Jtd -08
-5'.69
465-
- 40111
503-
41.14
523'
-43.46
40'0
-43.66
26- Jtd -08
-53.15
465-
46.1-
-5036
41.0-
-52.6'
-43.49
-405(
439-
7-.hd -118
-53.1'
-4656
-46.15
-5036
41 00
63
-4351
- 4055
-43.99
2-- Jtd -08
- 53.03
-4656
-46.15
-5036
- 41.01
-525-
-4351
4096
-4396
28- .hd -08
- 53.111
465-
-46.15
-5036
- 41.03
-5255
-4351
41.12
44.10
28- Jtd -08
- 53.10
-4656
-46.15
503-
41.14
-52'9
-4353
-41.64
-44.16
29- .hd -08
-53.13
465-
-46.15
-5036
- 41.03
-52.14
-4352
-41.63
-44'3
29- Jtd -08
- 53.00
465-
-46.15
5() 3-
- 41.02
-52.31
-4351
42'-
- 44.08
311-Jhd- 118
53.(1-
465-
40 14
50 T
1 - 41.(11
752 26
-4351
-42'5
44.10
30- Jtd -08
- 53.1111
465-
-4(.14
-50'8
41.00
-5251
-4352
-4203
44.02
31 -hil -08
-5299
465-
-46.16
-5030
4099
-5255
-4352
-42.61
44.02
Appendix C

Nahunta Mitigation Site Annual Monitoring Report for2008 (Yeat-4)
Date
Water Level (inches)
dd-mmm-yyyy
TappAW1
TappAW2
TappAW3
TappAW4
TappAW6
GonAW1
GonAW3
GonAW4
GonAW6
31-Jid-08
5296
-4656
-46.14
18
-4099
52 49
-4352
-43'3
-439-
1-AIW-08
5296
-4656
-4015
19
-4098
10
-4353
-43.13
-4400
T--,S,w-os
5296
465`
-4015
19
-4098
12
-4352
-43 0'
-4399
2-Aiw-08
99
-4656
-4016
- 5030
-4098
-52.14
-4352
-4309
-4400
2-Aiw-08
1 -5296
465`
-40 14
-S() 18
-4099
52.44
-4352
44.14
-4390
3-Alw-08
-53 0'
465`
1 -4014
-50'8
-4099
-8212
1 -4352
-44 '9
-4403
3-Aiw-08
-53 0'
465`
-4014
-S() 18
-4099
12
-4353
44.`01
-4400
4 -A,w-118
-53 1'
465`
-4016
- 503(1
41.00
1-
-4351
-4481
44.05
4-Aiw-08
- 53.09
-4656
-46.15
19
41.01
52 3-
-4353
-45 1-
-4400
I-AIW-08
-53.11
-40 5-
-46.15
19
- 41.01
52'3
-4355
-4516
-440-
I-AIW-08
- 53.115
-40 5-
4014
18
-4099
-5234
-4353
-4559
44.05
6-Aiw-08
- 53.05
-4656
-40 10
- 503(1
41.01
1-
-43.42
-4551
44.05
6-Aiw-08
-53 0'
-40 5-
-4016
- 503(1
41.00
5253
-4343
- 45.90
-4399
--Alw-08
- 53.01
-40 5-
-4016
- 5030
-4098
-52.42
-43.42
-45.93
-4399
--Alw-08
-5296
-40 5-
-46.15
19
-4098
-52.63
-4343
-40 10
-4394
S-AIW-08
-5299
-4656
-46.15
19
-409-
-4343
-40'1
-4395
6 -A,W-116
-5296
-40 5-
-46.15
19
-4098
52'4
-4343
-46.55
-4394
9-AIW-08
- 53.(13
-40 5-
-46.15
19
-4099
10
-43.42
-40 -1
-4401
9-AIW-08
-53.04
-4656
-46.15
19
-4098
21
-4343
-4090
-4399
10 -Aug -08
- 53(13
-40 5-
-46,15
19
41.00
52'3
-4341
-4091
44.02
T-A,T-os
- 53.11(1
-40-4
-46.13
1-
41.00
16
-4343
-4- %
-439-
11 -Aug -08
- 53.01
-4653
-4016
- 503(1
-4099
-52.45
-4343
-4003
-4398
71
- 53.01
-465'
-4016
- 503(1
-4099
-5231
-4343
-4- 18
-4398
12 -Aug -08
- 53.08
-40 54
-46.15
19
41.00
()S
-4343
-4-09
-4403
72-A,w-08
- 5303
-40 5'
-46,15
19
41.00
-52,45
-4343
-4- '0
-4399
13 -Aug -08
-53 0'
-3801
-46.15
19
41.00
5244
-43.42
-4- 10
-4398
13 -Aug -08
- 5301
-40 5-
-4009
-50'3
-4099
51
-4343
-46,53
-4394
74-A,w-08
- 53.05
-4656
-40 1 '
-S() 1 6
41.02
19
-4343
-4033
44.02
14 -Aug -08
- 53.1(1
-40 5-
-4014
-50'8
-41 0-
-52.14
-43.45
-4635
-440-
15 -Aug -08
-5313
-40
-46,13
-50 1-
-41.13
10
-4343
-4004
-4403
1S -Aug -08
-53.13
-40
-4014
18
-41.14
-52.13
-4343
-4043
44.05
16 -A,T-118
-53.11
-4656
-4014
18
-41.13
15
-4344
-46.15
-4404
16- Aug -08
-53 1'
-40 5-
-46.15
19
-41.15
-5236
-4344
-4656
44.05
1 -Ang-08
-53 0-
-46,56
-46,13
1-
-41.11
10
-4344
-4039
44,02
-53.11
-40 5-
-4014
18
-41.15
52.4(1
-4344
-40 -0
-4400
18 -Aug -08
- 53.08
-40 5-
-46.13
1-
- 41.09
19
-4343
-4049
-4403
18 -Aug -08
-53.11
-4656
-4016
- 5030
-41.15
-5236
-4344
-4- 15
44.05
79-A,T-118
-53.11
-40 5-
-40 1-
-5031
41.(4
-5219
-4344
-4098
-4404
19 -Aug -08
-53 1 '
-4656
-46.15
19
- 41.09
-
-43.45
-4- 51
-4404
20-A,w-08
-5'.63
-4656
46.14
18
4050
1-
-43.45
-4-43
-43 0'
20 -Aug -08
61
-4656
-46.15
19
-40 53
1S
-4344
-4- -5
-4304 1
21-A,w-08
5259
-40 5-
-46.15
19
-4008
-5231
-4343
-4-04
-43.53
21- Aug -118
-5, -9
-4656
46.14
18
-40 95
52.40
-4343
-4-98
-43 8'
22- Aug -08
- 5_'.66
-40 5-
-46.15
19
-4009
-5239
-43.42
-4-94
-43 5-
22- Aug -08
-5265
-4656
-46.15
19
-4093
5()
-4344
-48 -
-43.65
23 -Aug -118
-51 -4
-4656
-46.15
-50'9
-4081
5'.44
-4344
-48 1-
-43 -0
23 -Aug -08
-53.13
-40 5-
4014
18
-41 1-
-()
-4343
-46.42
-4400
24 -Aug -08
-53.14
-40 5-
-46.15
19
-41.16
-8
-43.42
-4834
-4400
24-A,w-08
- 53.08
-40 5-
46.14
18
-41.15
52.69
-4343
-48 %
-4399
25 -Aug -08
- 53.1(1
-40 5-
-46.15
19
-41.16
52 -4
-4344
-48 5-
44.02
25 -Aug -08
-53.04
-4656
-46.13
1-
-41 1'
69
-4343
-48 --
-4390
26- Aug -08
- 53.08
-4656
-40 1 '
-5(116
- 4116
8'
-4343
-48 -8
44.02
20-A,w-08
- 53.10
-4656
-4014
-5036
-41 1-
86
-4344
-46.65
-4404
2--Ang-08
- 53.00
-4656
-46.1-
-50 3-
-41.14
83
-4344
-484-
-4401
2--Ang-08
- 3 0'
-40 55
-40 1-
-50 30
-41 10
-()
-4343
-46.16
-439-
28 -Aug -08
-53 0'
-4655
-46.16
-5036
- 41.0
-9
-4344
-4- 9'
-4395
28-A,w-08
-5299
-4655
-4(19
-50 3-
- 41.0
81
43.44
-4- -9
-4393
29 -Aug -08
-53 05
-40 5-
-46.16
-5036
- 41.10
8S
-4343
4 -?9
-4401
29 -Aug -08
- 53.08
-4655
-4(19
-5036
-41.11
84
-4343
-4- 05
-4403
-53.11
-4656
-40 1-
-5035
-41.15
-5239
-4343
-40 -1
44.05
30 -Aug -08
- 53.10
-4659
-40'0
-5035
-41.15
-5236
-4341
-4098
-440-
Ti-A,T-os
-5, 9-
-4000
-4616
-50 3-
41.14
-5236
-4343
-4009
-4390
31 -Aug -08
-53 0'
-4001
-46.16
-50 3-
-411(
-52.42
-43.42
4 -?4
-4403
1 -Sep -08
-5265
-4001
-46.16
-5036
- 41.00
43
-4343
-4- 02
-43.%
1 -Sep -08
-53.04
-40 0'
-40'0
-50 3-
-411(
-9
-4341
-4-09
-4404
2-Sep-08
- 53.08
-4001
40"
-5035
-41.15
-52.64
-43.42
-4-49
-4404
7sep-118
-53.13
-4656
-40'3
-5036
-4119
84
-4341
-4808
-440-
3-Sep-08
-53 1'
-4656
-40'3
-5036
-41 1-
85
-43.42
-4-89
-4400
3 -Sep -08
-53 0-
-4656
-40'3
-5036
-41 1-
83
-4343
-46.53
44.02
4-Sep-08
- 53.09
-4656
-40'1
-5036
-41.14
-51.91
-4343
-4844
44.05
4-sep-08
-53.11
-40 5-
-40"
-5036
-411(
9,
-4343
-4890
-4400
I-Sep-08
-53 1'
-4656
40'4
-5036
-41.15
-52.93
-4344
-48 -1
-440-
5-Sep-08
-5299
-4656
-40 '-
-5036
-411(
-()
-4343
-46.55
-4395
6-sep-08
-51 58
-38'0
-0 -8
-�() 1-
-1-88
52 3-
-4191
-4388
-'9.15
6-Sep-08
- 53.05
-4049
-906
-503'
-1884
()-
-4340
-42'0
-35 '8
Sep-08
- 53.09
-465'
-1-30
-5034
- '(1.66
18
-4343
-41 3-
-3- '0
--Sep-08
-5296
-465'
-19 -0
-5034
3'.66
08
-4344
- 41.08
-384-
S-Sep-08
-51.66
-4655
-383-
-5035
-4000
-52.11
-4344
-40 -5
-39,59
S-Sep-08
-53 0'
-4653
-43 -8
-5034
-4080
-5236
-43.45
-40 -8
-41.11
9-Sep-08
-53.13
-4655
-46.16
-5033
-41.15
-5254
-43.45
-4001
-41.66
9-sep-08
-53.11
-4651
-1
-5034
-'5.49
-4093
38'3
-31.1-
10-Sep-08
-S, 99
-4654
-1480
-5035
-35.60
19
-42 3-
-3-33
-3490
TO-Sep-08
-5'.64
-4655
-13 ' 5
-5035
-41.11
09
-40 0'
-3093
-348-
11 -Sep -08
-5'.63
-4656
-'3 -3
-5036
-40 -
11
-394-
36.53
-35.94
71-Sep-08
-53 0'
-4655
31.00
-5035
-41.15
-52.42
-3938
-36.54
-3083
Appendix C

Nahunta Mitigation Site Annual Monitoring Report for2008 (Yeat-4)
Appendix C
Water Level (inches)
Appendix C

Nahunta Mitigation Site Annual Monitoring Reportfor2008 (Year4)
Appendix C
Water Level (inches)
--
®
®
®
®
®
®
®
®
®®
®
®
®
®
®
®
®
®
®®
®
®
®
®
®
®
®
®
®®
®
®
®
®
®
®
®
®
®®
®
®
®
®
®
®
®
®
®®
®
®
®
®
®
®
®
®
®®
®
®
®
®
®
®
®
®
®®
Appendix C

Nahunta Mitigation Site Annual Monitoring Reportfor2009 (Years)
®
--
®®®®®®®®®®
Appendix C

Nahunta Mitigation Site Annual Monitoring Reportfor2009 (Years)
®
--
®®®®®®®®®®
Appendix C

Nahunta Mitigation Site Annual Monitoring Reportfor2009 (Years)
®
--
®®®®®®®®®®
Appendix C

Nahunta Mitigation Site Annual Monitoring Reportfor2009 (Years)
®
--
®®®®®®®®®®
Appendix C

Nahunta Mitigation Site Annual Monitoring Reportfor2009 (Year5)
Date
Water Level (inches)
dd- mmm -vvvv
Tapp
.WW 1
Tapp
AR-2
Tapp
AR-3
Tapp
AR-4
Tapp
ANN-6
Gon ANA -1
Gon ANA -3
Gon ANA -4
Gon ANA -6
1 - -Jtut -'009
'Z.56
-31 '4
-16 -5
-0.66
-3.42
-2955
11 -0
-19.46
-21.91
16 -Jtut- '009
-301'1
3291
-?6
-004
-394
,'.00
2.13
-19.`3
-21.65
16Jtut'009
'1
-34.45
- 31.`0
-196
-6. -3
- 34.00
3.11`
-'() 55
11 >`
19 Jtut'009
-3433
35.5-
-34.43
-195
-6.44
-35.46
'3.46
10196
".9'
19Jmt'009
-36.5
3-1111
3;.41
-5.40
-13-1
3 -?6
-25.06
"?9
'4'9
'11 Jtut'009
-36.02
-36.04
-39.11
-533
14?-
-36.09
25'3
-'2.62
-24.69
'11 Jtut'009
-39 -- -
-39.13
-411-
-10 15
-16 -2
-39.45
' -0
-23.92
-25.96
'1- Jmr2009
-41.04
-39 -6
-42.19
-10.12
-1939
40.42
-
-2430
'6-9
'1 -Jtut- '009
-42.43
- 411.`6
-43.63
14.`6
"5-
-41.63
-16.61
-'552
' -.96
" Jtut'009
-43.45
-41.1'
-44.9'
-1451
'3.11
-42.49
- 19.06
-'5.66
-'6.42
' Jtut'009
- 44.`0
-41.6'
- 4009
-16.34
-'S?9
-4351
- 3046
16.6-
-29,(4
3 Jtut'009
-4550
-4196
46. -4
-15.96
-'452
-44.13
-30 %
' -.19
'9.44
3 Jtut'009
- 46.40
-42.5'
4 -. --
- 19.06
-'() '5
-44.96
-3163
' -.94
-30 15
'4Jtut'009
-4 -.33
-42.6'
-48'5
-1659
16.6-
- 45.30
-31.61
'6.1-
- 3045
'4 Jtut'009
-46."
-43'3
-46.64
-'154
'6.4-
46?'
33.01
- '9.03
-31?_
,� Jtut'009
-46.6-
-43.36
- 49.03
-'1.12
-29?6
-46.63
-'9.31
-31.66
,� Jtut'009
-49.54
- 44.09
-46.9-
- '4.01
311. -'
4 -.30
34.34
-30 1'
-3'.64
'6 Jtut'009
- 5004
-44.16
-46.99
-
-3156
4`. -1
-3454
-30 36
-3294
'6 Jtut'009
- 5() .1'
-42.46
-4656
-19.1'
- 16.60
4 -.66
, -4
-30 05
265
2- Jtut'009
-50 33
-43.19
-46.65
-19.5'
' -51
-46.06
-3394
-3035
-32.94
'- Jtut'009
S() 9-
-44.12
-469-
-" 9
-29.22
-46.04
-35 29
-31.16
3353
26 -Jtut -2009
-5136
-44.16
-469-
-'3 00
-3050
- 46.00
-35.41
-3131
'6 -Jtut- '009
-5191
-44.69
-46.96
-'5.65
-3'.44
- 46.30
36.3'
-3194
-34 05
'9 Jtut'009
-5191
-44.96
-46.9-
-'5.34
3'6
46?-
-3654
-3'.16
-34.53
'9 Jtut'009
-5296
-45.64
-46.9-
-'6.19
-34. -6
-46.49
3`.64
-3291
-35.19
311 Jtut'009
-53.35
-45.91
- 46.99
2 -.68
-35 -
-46.45
'. -0
31'
-35.44
311 Jtut'009
- 54.116
-45.63
-46.96
-3031
, -.1'
-46.45
-36.6'
33.6'
36.0-
111 Jtil '009
-53 -5
-45 -
-4899
-30.19
-36.06
-46.05
-39.03
34.0-
-36.19
111 Jtil'009
-53 92
-45 -1
76 9:
3236
-39.41
-4-99
-39.6-
-34.62
3 -'0
11' Jtil '009
-530-
-45 -2
-4899
-31 91
-40 "
-46.01
-39.62
34. -4
-3 -05
11' Jtil'009
-53 -6
-45 -1
-49.00
33.6'
411-
-4-99
-4090
3532
-3-52
03 Jtil'009
- 53.0'
-45.`1
-49.00
3. -4
41. -9
4 -.96
-40.66
3552
3-.69
03 Jtil'009
-53.61
-45."
- 49.110
35.36
-41.66
4`.9-
-41.6'
- 36.116
38'3
04 Jtil'009
-53.`6
-45.-2
-46.99
-3551
-41.66
4 -.96
41. -0
-36.16
36.35
04 Jtil'009
-5422
-45 -0
-4899
-3098
-41.69
-4651
-42 96
-36.62
-39.03
OhJtil'009
-5423
-45.1
-4699
-3-19
-41.69
-4654
-43.03
36. -4
-39'0
O1 Jtil '009
-54.1'
-41.56
3'.10
3' 6'
-4193
4 -.93
-41 '0
-36.04
-39.45
116Jtil'009
-54"
-45.-1
4 -?6
4194
4`.9-
-41.13
- 3001
- 39.00
116 Jtil'009
-54'3
-45. -2
-46.94
3'.66
-4193
- 46.03
-41.36
-36.3-
-39.15
0-Jtil'009
-54.16
-45. -1
-46.94
3.36
-419'
- 46.116
-41.65
-36.46
-39'0
0-Jtil'009
- 54.00
-45.`2
-46.94
35.45
-4193
-46.19
42. -6
3 -.116
-39. -6
116 Jtil'009
- 54.116
-45.`2
-46.96
36.30
-4191
4 -.96
-4253
3 -.19
-39.64
116 Jtil'009
- 54.116
-45.`2
-46.96
- 36.116
-4191
4 -9'
43.44
3 -.6'
-39.65
119 Jtil'009
-530-
-45 -
-49.00
-3650
-41.69
-4-90
-43.45
-. -6
-39.60
09 Jtil'009
-5354
-45-1
-49.01
-3956
-41.66
4-66
44.09
-36.10
-40.06
111 Jtil'009
-53.55
-45.`1
- 49.03
-39.94
41.6-
4 -.90
-44.15
-38'4
40'-
10Jtil'009
754.06
-45-
-49.00
-40.61
-41.66
-48'9
-45.16
-36.59
-40.66
11 -.hil -,009
-54.(4
-45.`1
- 49.00
-41.1'
-41.66
-48'9
-44.66
-36.66
40 -'
11 Jtil'009
-54.04
-450-
-49.00
-41.63
-41.94
-4650
-45.66
-36.96
-4131
1' -Jtil -'009
-54.10
-46.05
-49.02
-42.15
-41 95
-46.46
-45 90
-39.06
41.40
1' -Jtil- '009
- 54.0'
- 400'
-46.99
- 43.00
-4194
-46.36
46?-
-39.43
-41?_
13 Jtil'009
-54.13
-4611-
-49.00
-43 '8
-41 94
-4650
462-
-39.54
-4139
13 Jtil '009
-54.1'
-40 05
-46.99
41. -0
-419'
-4639
-40 19
39.4-
-41.53
la Jtil'009
-53.65
-45.53
- 49.01
-4139
-41.66
4 -95
46.1-
-39.54
41.44
la Jtil'009
753.65
-45.54
-46.99
42. -6
-41.69
4 -.96
-46.64
-39.66
41. -5
1�Jtil'009
-53.59
-45.4-
-4699
-43.16
-41.66
4 -93
-4636
-39.6-
-42.06
1� Jtil'009
-54.13
- 46.116
-46.99
-43.9'
-4194
-4659
46. -5
- 401(
42. -1
16Jtil'009
-54.09
-46.04
-4699
-44.12
-4194
-4650
46 -3
-40.19
-43.01
16 -Jtil- '009
-45.1'
-35.61
-399
'?9
- '(1.16
4 -.1'
-3'.61
-343-
-31.14
1-Jtil'009
-45.94
-3 -.61
-16.31
14. -6
'2.66
4 -.99
-3499
-34.42
-36.61
1-Jtil'009
4 -. -6
-35.9-
- 101'
- 1041
-'S.1-
46.40
-35.95
- 34.00
-3-31
16 Jtil'009
-46..-
-36.33
-934
-4.63
- '5.30
4 -.91
- 34.03
-33 -0
-36.15
16 Jtil'009
-4951
-39.14
- '5.03
-6.63
- 16.06
4 -.83
34.6-
33.64
-30'9
19 .hil'009
- 504-
-39.56
353'
- 1042
- '9.()5
4 -.61
-3496
3 -5
- 3010
19Jtil'009
-5193
- 4080
- 4030
-1534
- 3056
-48'9
-30'9
34'9
-36.6-
'11Jtil'009
-52-()
-41.16
-4296
- 16.()5
- 31.50
-4636
-36.11
3433
- 3000
'11Jtil'009
-53.5'
-4193
-44.51
-1 -59
'34
-46.53
-36.52
34. -0
- 3090
'1 Jtil'009
-5393
-4199
45. -0
- 16.(1(1
326'
-48'0
-35.49
- 34.60
36.6-
'1 Jtil'009
-54.13
-43.06
-46.94
=0.64
33.53
-4652
-36.5-
3533
, -.5O
'Jtil'009
-54.(4
-43.14
-46.11
'0 -(
-34'3
46.40
-36.42
-35.49
-
".hil'009
-54.15
-44.31
-46.66
1255
-35.11
-46.61
3 -51
-35.9'
36.1'
_3Jtil'009
-5394
-44"
- 49.01
'2.40
3556
-46.43
3 -5-
-35.96
-38'9
3 Jtil'009
-54.15
-4496
- 49.00
-'4.31
-36.49
-46.6'
-38'5
30'-
-36.11
'4 Jtil'009
-54.14
-45'4
- 49.01
-'4.16
3 -.09
-46.6'
-36.36
-30'4
-36?_
'4 Jtil'009
-54.1'
-45.6'
- 49.00
-'6.3`
-36.14
-4659
-39.16
-36.6'
-36.41
,� Jtil'009
-54.03
-45.60
-49.0'
-26.40
-36.60
-4650
-39 '8
-36.66
-36.63
15 Jtil'009
-53.62
-45.63
-49.01
-26.16
-39.63
-4656
-40.09
-39.11
'6 Jtil'009
-53. -4
- 45.-0
- 49.01
-'0'1
-39. -0
-46.61
-39. -6
36.9-
-3931
'6 Jtil'009
- 54.09
-45.-1
44. --
-'6.49
4056
-46.19
-4052
-34.61
-39.36
_-Jtil'009
-5393
- 45.-0
-44"
-1656
41.10
-46.15
4030
3'0
-38'9
-Jtil'009
- 54.0-
- 45.-11
4 -. -6
-19.66
-4156
-46.34
40 -5
33.116
-30'8
'6 Jtil '009
-54.16
-45. -1
-46.96
-30 --
-41.64
-46.64
41 '3
3296
35 -3
16 Jtil'009
- 53.611
- 45.-0
- 49.01
-31.43
-41.64
-46.65
-41.46
33.63
3� (1-
'9 hil'009
-5396
-45-11
-49.01
-31.46
-41.65
-46.6
413-
-33.69
34.6-
'9Jtil'009
-54.1-
-45.0
-4699
-3292
-41.65
-48'0
-42'1
-34.46
-3539
Appendix C

Nahunta Mitigation Site Annual Monitoring Reportfor2009 (Years)
Date
Water Level (inches)
dd- mmm -vvvv
Tapp
.WW 1
Tapp
AR-2
Tapp
.ANY'B
Tapp
AR-4
Tapp
.ANN -6
Gon ANA -1
Gon ANA -3
Gon ANA -4
Gon ANA -6
30 -.hil =009
-54.03
-4550
-49.01
3'4
-41.66
46.0-
-423'
34 --
-35.44
311 .hil'009
-54.11
-45.-4
-46.99
-34.66
-41.65
46'-
-43.'0
-3559
3633
31 .hil'009
- 54.01
-45.64
- 49.00
-34.91
41.6-
-46'0
-43.'1
-35.61
-36. -1
31 .hil'009
- 53.611
-4536
- 49.01
- 34.611
41.6-
- 46.02
-43.69
-36.46
3 -.05
01 Aug'009
-53.6-
-4556
- 49.0'
, 35
-41.66
-46.15
-4339
-3634
3`.46
111 Aug'009
-54.16
-45.96
-49,0
33.11-
41.6-
-4656
-4356
3635
-36.0-
11' Aug'009
-5411-
-4611-
-49.01
-32.60
-41.66
-46.66
43'-
-35.96
-36.1-
0' Aug '009
-54.16
-45. -5
3. -9
-16.69
-41.1'
- 46.40
42. -'
-35 -
3 -.61
03 Aug '009
- 54.10
-4559
-40 14
-1 5.66
40 -1
-46'1
41. -4
34.60
3 -54
03Aug'()()9
-54.15
-45.-4
-415-
-1-
-4633
-4199
-319-
-35.6-
04Aug'009
-54.1-
-45.96
-4219
-'6''
-4059
46.44
413-
- 3081
33.6-
114 Aug'009
-54.19
-46.06
-4493
-3055
41.44
46.6-
-42.06
-30.66
-32.91
O1 Aug'009
-53.61
-46116
4 --6
-3094
-4194
-46.66
41-4
-30.90
-32.51
11� Aug'009
-54.16
-45 -6
-4696
-3299
-4191
-46.09
425-
31 --
II6 Aug'()()9
- 54.'0
- 4001
-46.94
33.40
-41.69
-46.43
-4236
319-
33.46
00 Aug'009
- 54.10
-45.--
-46.94
-3455
41.6-
-46.13
-43.'6
-34.1'
0-Aug'()()9
-5356
-45.43
-46.99
- 35.03
-41.66
4 -.6-
-43.'9
-3'.64
-33 -0
0-Aug'009
-53.63
- 45.00
-46.96
-3651
-41.69
46.(1-
44'1
33.63
-34.69
116 Aug'009
-53.64
-45.44
-49.01
-36.66
-41.66
4'90
-4399
-33. -9
-34.55
116 Aug'009
-54.1'
-4596
-49.00
-3635
-41.66
-46.49
-45.00
1 -34.60
35.63
119 Aug'009
-54.03
-45.65
-49.02
-36.46
41.6-
-46.41
4491
-34.61
1 -35.94
119 Aug'009
-54.05
-4599
-49.01
-40.09
41.6-
-46.65
-45.62
-35.54
-36.60
111 Aug'009
-54.11
-46.03
-49.01
-40.00
-41.69
46.6-
-45.66
-35 -6
-3 -11
111 Aug'009
-54.09
-4611-
-49.02
-415-
-4191
-4650
-4650
-36.51
-3-31
11 Aug'009
-54.1'
- 4010
- 49.03
-4156
-41.69
-4659
-4656
-36. -3
3-.6-
11 Aug'009
-53 -4
-459-
-49.01
42 -0
-41.66
-4633
46.40
-
-36.01
1' Aug'009
-5390
- 4003
- 49.01
-423'
-41.69
4 -.61
-46.42
3-.44
-36'4
1'Aug'()()9
-53.`6
-45.96
- 49.01
-4295
-41.66
46'-
-46.46
--
-36.4-
13 Aug'009
-53.64
-4556
- 49.01
-43.1'
-41.66
-46'6
-4655
-. -1
-36. -0
13Aug'009
-53.66
- 45.50
- 49.00
-4331
-41.69
-46'3
4000
3 -.65
- 39.05
14 Aug'009
-53.65
-45.5'
- 49.01
-43.'6
-41.66
-46'3
-4659
3 -.6'
-36.96
14 Aug'01()9
-5391
-45.-1
- 49.01
-43.41
-41.66
-46'5
-4659
3 -.6-
-39'5
1� Aug'009
-53.66
-45.51
- 49.01
-43.46
-41.66
-46'5
-4(19
3 -.64
- 39.10
1� Aug'009
-5396
-45-9
- 49.00
-44.14
-41.66
46'-
-4634
-36'1
-39.56
16 Aug'009
-53.66
-4555
-49.01
-4434
-41.66
-46'5
-46.19
-36'6
-3930
16 Aug'009
-53.69
-45.66
-49.01
-45.04
-41.66
-46'6
46.44
-36.61
-39.66
1-Aug'009
-53.69
-45.64
- 49.0'
-45.16
-41.66
-46'6
-46.15
-36.66
-39.6'
1-Aug'009
-54.13
- 4003
- 49.01
- 46.116
41.6-
46'-
-4034
- 39.00
40'6
16 Aug '009
-54.14
-40 05
- 49.0'
-46.04
-41.66
-46'9
-4031
-39.11
-404-
16 Aug '01()9
-54."
-46.1'
- 49.01
-4094
41.6-
46'-
-46.43
-39.54
-400-
19 Aug '009
-54."
-40 11
- 49.03
-46.6-
-41.66
-46'9
-4044
-39.65
-4080
19Aug'()()9
-53.64
-45.99
- 49.03
-4 -.63
-41.69
-46'3
4044
4009
- 41.02
'II Aug '009
-5390
-4000
- 49.03
4 -.66
-41.69
-46'5
-4044
40 16
41 '-
'II Aug '009
-54."
-45.9-
- 49.01
-46.63
-41.69
-46'6
-46.45
40 0'
-41.66
'1 Aug'01()9
-54.'1
-45.96
- 49.0'
- 46.611
-4191
-46'6
464-
40 -1
-41.69
'1 Aug'009
-5394
-456-
-49.02
-4930
-4190
-46'6
46.40
-41.02
-41.90
Aug'009
-54'0
-4564
- 49.03
-49.4
-4190
-46.29
-4036
41.04
4220
' Aug- '009
-53.69
-4553
- 49.0'
46. -9
-41.66
46'-
-4635
- 41.01
-42'9
'3Aug'01()9
-53.`1
-45.5'
- 49.03
-46'4
41.6-
-46'4
4040
4046
42.42
'3Aug'009
-53.6`
-45.4-
- 49.0'
4 -.64
-41.66
-46'5
4044
405-
-42.66
'4 Aug'009
-53.62
-45.49
1 -49.03
-4098
-41.66
46'4
-46.46
-39.99
-42 26
'4Aug'()()9
-53.64
-4550
- 49.03
4 -.00
-41.66
-46'3
4044
- 4016
-42'5
25Aug'009
-53.66
-45.46
- 49.01
4 -.03
-41.66
-46'3
-45.93
- 4008
-42.1'
25Aug'009
- 54.10
-45.65
- 49.03
- 46.111
41.6-
-46'5
46'9
-4003
42.44
'6Aug'009
-53.69
-45.56
- 49.03
- 46.119
-41.66
-46'5
-45.9'
- 4003
-42'3
'6 Aug'009
-54.16
-4001
- 49.03
49.43
-41.66
-46'6
-4636
-41'1
-42.66
'-Aug'009
-54.1'
-45.9-
- 49.03
-49'9
-41.66
46'-
-46'5
-41.16
-42.54
'- Aug '009
-54."
-4001
- 49.03
-49.9'
41.6-
-46'6
-4636
-4151
-42.66
'6 Aug'()()9
-54'6
-4004
- 49.03
-50 04
-41.65
-46'9
-46.43
-41.54
-42.61
'6 Aug '009
-54.16
-45.65
- 49.0'
- 5050
-41.66
-4630
-4044
-41.69
-42.66
'9 Aug'009
-53.69
-45.-6
-49.04
-5015'
41.6-
-463'
-4635
41. -2
-4291
'9 Aug'009
-53.66
- 45.611
-49.03
-50.42
-41.65
-46'9
-4635
-41.99
42.-5
311 Aug'009
-53.66
-45.93
-49.04
-5054
41.6-
-46'6
46.42
- 42.03
-4233
311 Aug'009
- 53.-0
-45.99
- 49.0'
-5() 56
-41.66
46'-
-46.42
-42'9
-4234
31 Aug'009
-53.63
-45.91
- 49.03
5044
-41.64
-46'5
46'-
-42'6
-4199
31 Aug'009
- 53.00
-45.46
- 49.03
- 5(1,09
-41.65
-46'3
-45.95
-4215
-42.66
111 Sap'009
-53.63
-45.4'
- 49.03
- 511()-
-41.64
-46'3
-45.96
-4196
42. -'
111 Sap'009
- 53.`0
-45.59
1 - 49.03
-50110
-41.64
-46'4
-45.91
-4236
4' `-
11' Sap'009
-53."
-45.56
- 49.05
- 511()5
-41.64
-46'5
-45.66
-422'
-42.69
11' Sap'009
-54.16
-45.94
- 49.05
-46.66
-41.65
46'-
-4030
-42.49
-4293
03 Sap'009
-54.'9
-4003
-49.04
-503-
-41.64
-4630
-4636
-4250
-4296
03 Sap'009
-5393
-45.9'
- 49.03
-49.64
-41.64
-4630
-4636
4' -2
-43'3
04 Sap'009
-53.--
-4003
- 49.0'
-51'11
-41.64
-46'6
-4636
42. -1
-42.63
04 Sap'009
-53 -1
-400'
-49.0'
-49.69
-41.63
-46'9
-4636
-42.96
-42.66
01 Sap'009
-53.69
-45.66
- 49.03
-5() 5-
1 -41.63
-46'6
-45.9'
-4296
-4256
01 Sap'009
-53.63
-45.63
- 49.03
- 49.90
-41.65
-46'6
-45.96
43'-
- 43.02
116 Sap'009
-53.6`
-45.46
-49.04
-49.6'
-41.63
46'-
-45.9'
-43.'9
-4295
116 Sap'009
-540-
-45.-9
- 49.0'
-49.96
-41.64
46'-
46'0
-4356
42. -5
11- Sap'009
-543'
-4004
- 49.05
- 5() .10
-41.64
-4630
-46.45
-4356
4' -2
11-Sap '11119
-54.16
-45.64
-49.04
-49.64
-41.63
-4630
4041
-43.61
42. -6
116 Sap '11119
-54.'4
-45.6'
-49.04
-49.94
-41.64
-46'9
-4041
-4359
42. -5
116 Sap '11119
-5395
-45.96
- 49.03
-49.64
-41.63
-46'6
41
43 -4
4'. -5
119 Sap '11119
-53.63
-45.63
- 49.0,
-49.65
-41.62
-46'5
-4) fl
43 -4
4' -4
119 Sap '11119
-7777-
-45.61
-49.14
- 5000
-41.63
-46'6
-46.45
-4394
4'. -4
Appendix C

Nahunta Mitigation Site Annual Monitoring Reportfor2009 (Year5)
Date
Water Level (inches)
dd- mmm -vvvv
Tapp
.WW 1
Tapp
AR-2
Tapp
.ANY'B
Tapp
AR-4
Tapp
.ANN -6
Gon ANA -1
Gon ANA -3
Gon ANA -4
Gon ANA -6
10 -Sep- '009
-53.63
-45.41
- 49.0'
- 5() ,01
-41.63
-48'5
- 4009
43.9-
42.`3
111 Sap'009
-53-0
-45.49
-49.03
-4956
-41.62
-48'0
46.02
440-
43.0-
11 Sap'009
-53.65
-45.63
-49,0
49. --
-41.61
-48'9
400-
-44.11
4'. -4
11 Sap'009
-5431
-441'
- 49.04
-49'0
-41.63
-48'9
46.49
44'9
4' --
1' Sap'009
-54'9
-45.95
-49.04
- 5046
-41.63
-463'
-4650
44?'
4'. -6
1' Sap'009
-54.16
-45.63
- 49.03
-49.6'
-41.63
-48'9
46.44
44.4-
42.`6
13 Sap'009
-53.`9
-45.99
- 49.05
- 5043
-41.61
-48'9
-46.46
44.46
42.`6
13 Sap'009
-5390
-45.96
-49.04
- 5() .111
-41.61
-4630
-46.46
44. -'
42.`6
la Sap'009
-53.-1
-45.96
- 49.00
- 504-
41.`9
-48'9
-46.46
44.`01
42.`5
14-Sap-'009
-5411-
-4001
-49.03
-50.03
-41.60
-48'9
-4621
44.9-
4'__
1� Sap'(109
-53.66
-45.96
- 49.05
-50155
-41.61
-4630
-40'1
44.9'
42.`6
1� Sap'(109
-54.11
-44111
- 49.03
-50 04
-41.6'
-4630
-46.15
45.1-
42.`6
16 Sap'009
-53.66
-45.95
-49.04
- 5003
-41.61
-4630
4014
- 45.115
42.`9
16 Sap'009
-53.66
-45.63
-49.04
- 5() .()()
- 41.611
-48'9
-4011
-45.11
4' --
1- Sap'009
-53.63
-4536
-49,03
49.64
-41.6'
-48 '8
-46.1'
44.9'
42
1- Sap'009
- 53.611
-45.46
-49,03
49.`3
-41.61
-4630
- 4010
44.9-
42
16 Sap'009
-53.`5
-45.46
- 49.05
-4954
- 41.611
-48 '8
- 46.116
44.66
- 43.00
16 Sap'009
- 54.00
-45.-3
- 49.05
-49.61
- 41.611
-4631
- 4000
- 45.11(1
42.`6
19 Sap'009
-53.66
-4536
- 49.05
- 5() .16
-41.61
-4630
- 46.115
44 `-
4' --
19 Sap'009
-5359
-4536
- 49.00
-49.6'
41.`9
-48 '8
- 4005
-45'3
4"`
'll Sap'009
-5359
-4535
-49.04
-49
-48 '5
4000
- 45.115
4', -6
'll Sap'009
- 54.116
-45.-
-49.04
- 5001
41.`9
-48 '8
46.(4
-4536
42.`6
'1 Sap'009
-53.6'
-45.54
-49,0
49.`1
41.`6
-48'9
- 4002
-45'1
42.`6
'1 Sap'009
-54.16
-45.65
- 49.03
- 5003
- 41.611
-48'9
4000
-45.53
42
-, Sap'009
-5419
-45.69
- 49.05
-49.93
41.`6
-4630
4000
-45 '8
- 4708
' Sap'009
-54."
-45.93
-49.04
- 5003
- 41.611
-4631
-45.99
-45'1
- 43.116
'3 Sap'009
- 54.00
-45.65
-49.04
-49.9'
41.`9
-48 '8
4000
44.6-
43.0 -
'3-Sap-'009
-543'
-45.95
-49.04
- 5() .(16
- 41.611
-463'
-45.96
44.64
- 42.6(1
'4 Sap'009
-5431
-45.96
-49.04
- 5006
- 41.611
-463'
-45.96
-44.15
- 42.611
'4 Sap'009
-539'
-45.64
- 49.03
-50 04
-41.63
-4631
45.9-
44.00
-42.6'
2� Sap'(109
-53.`6
-45.93
-49.04
- 5() ,015
-41.6'
-4631
-45.96
43.`3
-42.61
25 Sap'(109
-5356
-45.-6
-49,03
49.`4
41.`6
-48 '8
45.94
-43.66
42.`9
26 Sap'009
-54.11
- 45.90
- 49.05
-49.9'
- 41.611
-463'
-45.96
- 43.40
- 42.611
26 Sap'009
-54'3
-45.-3
- 49.05
-49.96
-41.61
-4635
-45.95
-43.'9
-42.63
2- Sap'009
-54'0
-45.63
- '6.(13
-49.94
3 -6
-4634
-45.69
- 4010
-35,54
2- Sap'009
-53.61
-45.64
- 41.0'
49. --
-4136
-4633
4010
39.9-
-36.69
'6 Sap'009
-53.`6
-45.65
- 49.00
-49.63
-41.6'
-463'
4000
-39.64
-36.45
'6 Sap'009
-53.5-
-4534
-49.04
-4999
-41.61
-4632
-45 95
-40.05
-39.69
'9 Sap'009
-53.'1
-453'
- 49.00
-4954
- 41.611
-48'9
45.9-
- 4008
- 4030
19 Sap '009
-53.66
-4534
- 49.05
-4953
- 41.611
-48 '8
40 00
40 45
40 -9
311 Sap'009
-53.64
-453'
- 49.00
-495'
41.`6
-48'0
4000
4044
-41.55
30-Sap-'009
-53.6'
-453'
-49.04
-4953
41.`6
-48 '5
40 02
-4083
41 "
111OCt'009
-53.61
-4534
- 49.00
-4954
41 --
-48'5
- 4001
- 411.66
- 42.116
111 Oct '009
-54.14
-45.-6
- 49.05
- 5(1,06
41.`6
46?-
-40 05
-4119
-42'1
11' Oct '()()9
-54'0
-45.65
- 49.0
- 5(1,(1-
41.`6
-48'9
40 0
41 '()
-42'9
11' Oct'()()9
- 5400
-45.93
- 49.05
- 5(1,(1-
41 --
-48'9
- 46.116
41 4-
42.`3
03-( )ct-'009
-5396
-459-
-49.06
-50.05
41 -9
-4630
-46.06
-41.49
-4235
03-( )ct-'009
-54.09
-45 93
-49.06
-50.06
41 --
-4630
-46.06
-41.69
-42 23
04-( )ct-'009
-53.46
-4531
-49.06
-4959
41 _-
46?-
-46.06
-41.94
419-
14OCt'009
-53. -1
-453'
- 49.110
49.`1
41.`6
-48'4
- 4009
-42'3
-42.6'
0h Oct'009
-5356
-4534
- 49.05
-4956
41.`6
-48'5
- 46.116
-423'
-42.69
0h -Oct-1009
-54."
-45.91
- 49.05
- 5(1,06
41.`5
46?-
-40 10
-42'1
42.`6
116 Oct '009
-54.'9
-45.96
- 49.05
- 5(1,(1-
41.`5
46?-
-40 10
- 42.05
-4291
06OCt'009
-53.66
-45.66
- 49.0
- 5(1,0b
41.`6
-463'
-4011
-4193
43.04
11-OCt'009
-53.65
-45.-4
- 49.05
- 5(1,0b
41.`6
-4630
- 4009
41.`6
- 43.05
11-OCt'009
-53.44
-45.93
-49.04
- 5(1,0b
41.`6
-48 '8
- 46.116
- 42.09
42.5`
116Oct'009
-53.6'
-4531
- 49.00
-4955
41.`4
-48'5
- 46.115
419-
42.41
116OCt'009
-53.65
-45.64
- 49.05
-49.90
41.`5
-48'0
- 46.116
4219
- 43.10
119 Oct'009
-54'1
- 4000
- 49..0-
-50.06
41 -4
-48 '8
-46.09
-41.92
-43.13
119 Oct '009
- 54.10
-45.6`
- 49.05
- 5003
41.`6
-4634
-40 10
-42.13
-42.63
111OCt'009
-53.66
- 45.-0
- 49.05
- >() .(b
41 --
-4631
-4011
42.(4
-42.64
111OCt'009
-53.43
-45.94
- 49.05
-49.93
41--
-48'5
- 4009
42.1-
-42.6'
11-Oct-,009
-53.64
-453'
- 49.00
-4953
41. -5
-48 '5
-400-
- 42.00
-42.63
11 Oct'009
-53.63
-453`
- 49.05
-49.61
41. -5
-48 '5
46.116
-42.16
-42.64
1' Oct'009
-53.63
-45.44
- 49.05
-49.64
41. -5
48'4
- 46.116
419-
-42.64
1' Oct '009
-53.65
-45.95
- 49.00
-50 111
41. -6
-48 '()
-40 10
41 -`
4333
13 Oct '009
-54.15
-45.96
- 49.0
- 5(1,0(
41. -4
-48 '8
-40 09
41.46
42. -'
13 Oct'009
-53 -4
-45 90
-49.06
-50.06
41 -5
-48 '8
46.09
-41.63
-42.69
14 Oct'009
-5356
-45.65
-49.05
-4996
41 -4
-48'0
-46.09
-41.45
-42.65
14 OCt '009
-5436
-45.63
- 49.00
- 5() .()-
41. -5
-4630
-40 11
-41.1?
42.5-
I� Oct '009
-543`
-45.64
- 49.00
- 5003
41. -6
-4633
-46.1'
40 -5
-4236
1�Oct'009
-5395
-45.49
-49.04
49.69
41. -6
-4633
-4011
40'-
-42.16
16 OCt '009
-53.53
-4535
- 49.05
-49.94
41. -4
-4631
-40 10
-400-
-41 '9
16OCt'009
-53.61
-4533
-49.04
- 5(1,0b
41. -3
-4630
-46.1'
-39.91
- 41.03
1- Oct'009
-53.42
-4530
-49.05
S0 III
41 -4
46?-
-46.10
-39.60
-40.65
1- Oct '009
-5351
-45'9
- 49.0
- 5(1,0'
41. -3
-48 '8
-40 11
39 --
-40 8'
16 Oct'009
-53.44
-4530
-49.06
49 -3
41 -1
-48'0
-46.09
-39.69
-40.69
16 Oct'009
-5326
-4533
-4909
-4954
41 -0
-48'5
-4595
-39. -0
40.14
19 Oct'009
-53.60
-4531
-49.11
-49.92
-41.66
-48'3
-45.93
-39.65
-39.93
19 Oct -'009
-53.62
-45.61
-49.11
-499-
41 -0
-48 '5
-46 26
-39. -9
40.64
'0- Oct - '()()9
-53. -6
-4536
- 49.111
-49.44
-4166
-4- 24
-45.9'
-39. -1
-4059
'0Oct'009
-53.63
-45.69
- 49.116
- 5(1,016
-4166
-46?5
4(34
-39.65
4000
Appendix C

Nahunta Mitigation Site Annual Monitoring Reportfor2009 (Years)
Date
Water Level (inches)
dd- mmm -vvvv
Tapp
.WW1
Tapp
AR-2
Tapp
.ANY'B
Tapp
AR-4
Tapp
.ANN -6
Gon.1W1
GonAR'3
Gon.1R'4
GonAR'G
'1- Oct- '009
-53.5-
-45.42
- 49.111
49. --
-41.64
-48'0
-45.94
-39.`5
-40.65
'1 Oct '009
- 54.0'
-45.65
- 49.0-
- 501,06
-41.6(
46?-
-4039
4030
40 -4
" Oct '009
- 54.00
-45.-6
- 49.09
- 501,0'
-41.66
-48 '5
46.40
4019
all.`'
2' Oct'009
-5393
-459-
-49.06
-50.05
-41.66
-48'5
-46.15
403-
40 -9
' 3 OCt '009
- 54.05
-45.9-
- 49.0-
-50 00
-41.66
-48 '0
-40 16
-40 '8
-4056
' 3 Oct '009
-5391
-45.-5
- 49.04
- 501,06
41.`0
-48 '8
-46.16
-4040
-41 '5
'4 Oct '009
-5431
-45.69
- 49.03
- 501,06
41. -1
-4630
-46.16
-4030
41 '0
'4 Oct '009
-53.61
-453'
- 49.01
49.99
41. -2
-4630
46.1-
-40 05
- 41.10
2�Oct'009
-53.6'
-4535
-49,0
49. -0
-41.69
-48'0
-46.15
4000
-41.li
2�Oct'009
-53.`9
-453-
- 49.0-
-49.69
-41.65
-48'0
-46.12
403'
-41'5
'6 Oct '009
-53.-9
- 45.40
- 49.116
49. -0
-41.6(
46?-
-46.1'
-40 16
41.1-
'6Oct'009
- 54.03
-45.9-
- 49.05
-49.69
41. -0
-48'0
-4014
4014
409-
2- OCt '009
-54.16
-4001
- 49.05
-49.69
-41.69
-48 '5
-40 14
39. -'
40 -5
'- Oct'009
-5429
- 45.611
-49.03
-49.69
41 -1
-48 '8
-46.15
-39.94
40.60
'6 Oct'009
-5356
-45 -
-49.02
-49.69
41 -1
-48'9
-46.16
-39.66
-40.45
'6 Oct'009
-5336
-4590
-49.05
-49.69
41 -1
-48 '8
-46.13
-3935
40.40
'9Oct'009
-53.60
-453-
- 49..0
49-11
41.6-
-48'9
-46.11
-39'3
-4032
'9 Oct'009
-53.60
-45.42
- 49..0-
-499-
41.6-
-48 '8
-46.13
-39.14
47-
30-( )ct-'009
-53.60
-45.41
-49.0-
S0 ()-
-41.65
-4630
-46.10
-39.03
-39.90
311Oct'009
-540-
-46.05
-49.04
49-11
41-0
-48'9
-46.15
-39.41
-4035
31 Oct'009
-53.66
-45.60
-49.04
49-11
41-1
-48'9
-46.16
-3931
-39.66
31 Oct'009
-5434
-45.69
- 49.03
-49.69
41. -1
-463'
46.1-
-39'0
-39. -5
01-N,,,-'009
-535'
-45 -4
-49.01
49 -11
41 -3
-4630
-46.15
-39.14
-39.63
111 Noy '009
-5331
-46.01
-49.06
49 -11
41 -0
-48 '9
-46.14
-3650
-3953
11' Noy '009
-5336
-46.03
-49.06
49 -11
41 -1
-4631
-46.12
-3634
-3939
11' Noy '009
-5359
-46.01
-49.05
-41 -1
-4630
-46.12
-38 '4
-39 '9
113 Noy '009
-53.4-
-45.65
-49.0-
-41 -0
-4632
-46.11
-36.11
-39.1-
113 Noy '009
-53.61
-45.65
-49.06
-50.05
-41.69
-4633
-46.13
-36.09
-3934
04 Noy '009
-5322
-4534
-49.11
-49.61
-4156
-46.19
-46.11
-36.03
-36.56
04 Noy '009
-54.15
-40 0'
-49.0-
-41.6-
-48 "
-46.01
3653
-3932
01 N,-'009
-54.14
-40 0'
-49.09
-50.05
-41.64
-48 "
-46.03
-36.44
-39 ' 1
01 No-'009
-540-
-4596
- 49..0-
-50.06
-4159
-48'1
-46.03
-36.42
-39.06
116 Noy '009
-5334
-453'
- 49.10
-4934
-4153
-48'1
-4000
3 -.93
-3636
116 Noy '009
-53.44
-45.40
-49.12
-49.65
-4152
-46.19
46.00
3-9-
-36.52
0- Noy '009
-53.45
-4539
-49.13
-46.19
-4153
-46.19
-46.01
3 -.91
-3656
0- Noy '009
-54.16
-46.01
-49.06
-4936
-4156
-48'1
46.04
-36.41
-39.03
116 Noy '009
-53. -3
-45.61
-49.11
-50'4
-4150
-48'0
46.04
- 3803
1 -36.6-
116 Noy '009
-5351
-45.41
-49.11
-493
41.49
-46.19
-46.02
-3 -93
-36.49
119 Noy '009
-5326
-4539
-49.10
- 50.111
414-
-46.19
46.04
-3-66
-36.1-
119 Noy '009
-53.63
-45 __
-49.10
-49?-
-4155
-46.19
-46.05
-3634
-36.66
111 Noy '009
-54.16
-46.05
-49.06
-50511
415-
-48'1
46.0-
-3631
-36.91
111Noy'009
-54.14
-45-9
-49.05
-49'9
-41.61
-48'5
-46.06
-36.19
-36.56
11 Noy '009
-5394
-45.93
-40 11
-4953
-41.65
-48'0
-40 10
3 -.1-
3 -.63
11 Noy '009
- 45.40
-35.63
1.46
-45.46
'44-
-48 '8
-1 -39
-'L9'
-13.64
1' Noy '009
-31.69
1.11
-'9.44
-'5.14
-400-
-16.96
-15.46
-15. -'
I' Noy '009
-35.41
-31.60
033
-16.66
'-.13
-4444
-1190
-11.65
1'.64
13 Noy '009
-29.04
-29.14
0.06
-1136
1-.60
-41.69
-15.46
-11 62
-11.63
13 Nov- '009
-3(1.45
-30 10
-1.1-
-. -6
'6.6-
-42.61
- 16.(12
-1'.63
-11.46
la Noy '009
-31 "
-3091
-4.61
-.64
- -1
-43.09
1 -.06
-13.19
-11.49
la Noy '009
-32.49
-31.64
-9.9-
- 56
' -.41
-4332
1-60
-1356
-11.96
I� No- '009
3 -4
3'.611
-14.16
-. -1
-'6.95
-43.66
-16?'
-14.15
-1'.55
I� No- '009
-35'4
33.61
1 -. -9
-8 16
-'6.45
43. -6
-16.63
- 14.90
13 -4
16 Noy '009
3 -.46
-35.66
'3.16
9 16
-'6.12
-43.66
-10 13
-16.15
-14.91
16 -N,,v -'009
1 - -N,,v -2009
1 - -N,,v -'009
16 -N,,, -2009
16 -No�� -2009
19 -No�� -2009
19 -No�� -2009
20 -No�� -2009
20 -No�� -2009
Appendix C

Nahunta Mitigation Site Annual Monitoring Reportfor2009 (Years)
®
--
®®®®®®®®®®
Appendix C

Nahunta Mitigation Site Annual Monitoring Reportfor2009 (Years)
®
--
®®®®®®®®®®
Appendix C

Nahunta Mitigation Site Annual Monitoring Reportfor2009 (Years)
®
--
®®®®®®®®®®
Appendix C

Nahunta Mitigation Site Annual Monitoring Reportfor2009 (Years)
®
--
®®®®®®®®®®
Appendix C

Nahunta Mitigation Site Annual Monitoring Report for2009 (Yeat-5)
Date
Water Level (inches)
d(I-mmni-yyyy
Tapp
.WW L
Tapp
AN18-2
Tapp
AN18-3
Tapp
AN18-4
Tapp
ANN-6
GonANA-1
GonANA-3
GonANA-4
GonANA-6
19-,1IUI-'010
-4- 15
1
-3-43
-4339
-40 0'
-4251
-39'4
19-,TIU1 -'010
86
-4289
50.16
-384-
-4340
-46.65
-4349
-3939
'0-,1IUI-'010
96
-4- -5
1
- 36.`11
-4338
-4009
-43'1
-3901
'0-,TIUI-'010
56.9
-4-49
50.16
-4000
-4339
-46.65
-444-
-39 -3
'1-,1IUI-'010
-5009
-4-0-
- 501-
-40 '-
-4339
-400-
44'1
-3998
'1-,1IUI-'010
�()
-4- '0
18
-41.41
-4340
-4001
-4533
-4030
"-,1IU1-'010
18
-409-
15
-41.6-
-4340
-4000
-45.11
-4001
"-,1IUI-'010
9-
-4- 50
1-
-42.6-
-4340
-4004
-45'6
-4098
'3-,Tiui-'010
5083
-4- 19
15
-42 95
-4340
-4000
-4530
-41'5
'3-,Tiui-'010
16
-4-03
15
-4388
-4341
-40 -1
-4534
-4156
'4-,Tiui-'010
90
-4- 05
1
-4400
-4343
-40 -0
-4536
- 41.611
'4-,Tiui-'010
85
-4089
1
-4489
-4343
-4049
-4534
-4193
S-,1IUI-'010
-5636
-4080
1
- 45.01
-43.42
-4048
-4531
-423'
,S-,1IUI-'010
91
-4- 18
-50 1
-45.66
-4343
-40 5-
-453'
-4259
'0-,1IU1-'010
01
-4- 18
1
-45.96
-4341
-40 5-
- 45.115
-4300
'0-,1IUI-'010
01
-4-48
1
-465'
-43.45
-4000
45.12
-4300
,--,1IUI-'010
-5- '3
-4- 50
1-
-408-
-4343
-4008
-45.15
-43 '9
,--,1IUI-'010
-56. -3
-4-3-
1-
-4-83
-43.42
-4655
-45.16
-4341
'8-,1IUI-'010
()�
-4-48
1
-4- -0
-43.42
-4000
-45.16
-43.65
'8
-4- 15
1
-483-
-43.42
-4(54
-45'1
-4304
-'8-,1IUI-'010
,9-,1IUI-'010
-56.63
-4088
1
-46?-
-4341
-4652
-45.16
-43 -9
'9-,1IUI-'010
-50 4-
-40--
- 5016
-46'(
-4341
-4043
-4519
-4388
30-Aui-'010
- 56.40
-4093
15
-46.65
-4340
-4049
-45 1-
-4400
30-Aui-2010
5() ��
-4-08
-50.16
-489-
-4340
-4048
-45.19
-4400
- 56.40
-408-
15
-49 0'
-4340
-4049
-4498
-4401
-5(.61
-4- '4
18
-4900
-4339
-46.53
45,04
-4409
-56.44
-40 8'
19
-490-
-4341
-46.54
-45.02
-43 0'
-5 - 11
-4- 50
1-
-49.56
-4341
-46.52
-45.13
-44.05
03-Ad-'010
()-
-4-04
1-
-4956
-4340
-4652
-45.09
-43 -5
03-Ad-'010
60
-4-81
-50.16
-4891
-4341
-46.55
-45'3
-4430
04-Ad-'010
-5- 49
-4-00
1 -
- 5013
-43.42
-40 0'
-45'3
44.14
04-Ad-'010
-5- 39
-4-48
18
-489-
-4339
-4656
-45'9
-4450
()5 -,Tld-1010
-5 - '8
-4-41
18
-50 14
-4341
-40 %
-4531
-4409
()5 -,Tld-1010
-5- -4
-4- 85
18
-4959
-4340
-40 5-
-4535
43'4
(),
-4-00
1
-4959
-4341
-40 5-
-45 '-
-43.11
91
-4-90
1
-49.56
-4341
-4001
-4534
-4301
8-
-4- 9'
1
-49.56
-4340
-40 -0
-45 3-
-43.51
92
-4801
- 5016
-4956
-4341
-4000
-4536
-430-
778-
-4-93
19
-4956
-4340
-4000
-4539
43. -0
-5- -3
-4--1
1-
-4956
-4343
-4001
45.40
-4356
()9-,Tld-,()I()
1 -5- -3
-4-00
1-
-4959
-4341
-46.65
45.44
-4356
()9-,Tld-,()I()
-5- -4
-4-8-
1-
-4959
-4341
-400-
-45.46
-4340
-5 - -8
-4- -5
- 5(1.16
-4959
-4341
-4000
-45.46
-43.45
-58 06
-4- 85
1-
-4900
-4340
-4659
-45.46
-4341
1
-5 - ()�
-4-44
18
-4959
-4339
-4001
-45.43
-43.42
1
-56.23
-4-90
-5016
-4956
-4341
-4003
-4535
-4338
178 0 '
-4- 58
- 5016
-4959
-4340
-46.65
-4533
-433-
-5636
-4800
18
-4959
-4339
-4000
-4533
-4304
13-Ad-'010
-56.15
-4- 51
18
-4959
-4339
-40 0'
-45'9
-4356
13-Ad-'010
-56.49
-4--9
- 5(1.1-
-49.56
-4340
-40 0'
-45 3-
-43 -0
14-Ad-'010
-58
-4-31
- 5(1.16
-4959
-4338
-40 5-
-4531
-430-
14-Ad-'010
-58
-4-3-
15
-4959
-4339
-4049
-45 3-
43. -0
I 5 -,Tld-1010
-5- 83
-4- 35
15
-49.56
-4339
-46.52
-453'
-4300
1 5 -,Tld-1010
-56.53
-4-83
- 5014
-4959
-43.42
-46.52
-45.43
-43.5-
- 56.111
-4-48
- 5014
-49.5-
-4341
-46.53
-4536
-43 0'
-56.65
- 46.115
15
-49 5-
-4339
-4655
45.44
-4348
-56.46
-42.65
-50.16
-4956
-4338
-4659
-4539
-4349
-59
-4- '9
-33.53
-4959
-4339
-4048
-45.42
-4344
-58
-4-40
1-
-4956
-4339
-4000
45.40
-43.42
-5911'
-4208
18
-4956
-4338
-4652
-4536
-4339
19-,Tld-,()I()
- 59.11-
-4- 58
18
-4956
-4338
-4001
-45'3
-4341
19-,Tld-,()I()
-58 91
-48 1 '
. - 501-
-4959
-4339
-46.54
-45'1
-4335
-56.1
-4- 50
1-
-4959
-433-
-46.53
-4519
-433-
-56.4-
-4- 55
1-
-4956
-433-
-4659
-45.16
-4330
-56.-9
-4- 5-
1-
-4959
-4338
-46.53
-45'1
-4330
-59.40
-46.11
18
-4959
-4338
-4003
-45'3
-43.%
-5933
-4-8-
1 -
-49.56
-4339
-4001
-45'1
-434-
-59 55
-46.14
18
-4956
-433-
-4652
-45"
-4308
'3-Ad-'010
-59.46
-4- 9'
1 -
-4956
-4338
-46.53
-45'2 "
-430-
'3-Ad-'010
59 51
-4-93
-50.16
-4956
-4338
-46.65
-45'0
-430-
,4-Ad-'010
-59.5
-4288
1-
-4959
-4339
-46.62
-45'2 "
-4308
'4-Ad-'010
-59.64
-46.13
1
-4956
-4338
-40 0'
-45'3
-43.53
S -,Tld-1010
-59 61
-48 1'
1
-49.56
-433-
-4004
-45'3
-43.55
S -,Tld-1010
-59.69
-4616
1
-49 5-
-4330
-46.56
-45"
-4340
-5930
-4- 53
1-
-49 5-
-4330
-46.53
-45.16
-4348
- 59.-11
-4---
1
-4959
-4339
-46.51
-45"
-4348
-59.1
4-49
1
-4956
-4338
-40 5-
-45.16
-43.51
-59.56
-4- -
-50 1-
-49 5-
-4330
-46.51
-4519
-4349
-59.6
-4--0
1-
-49 5-
-4330
-4003
45'0
-4350
-()() ()-
-46'3
1
-4959
-433-
-40%
-45"
43.42
19-,Tld-,()I()
-59 8-
-463'
1
-4959
-433-
-4009
45'4
-4341
19-,Tld-,()I()
16
-46.14
1
-49 5-
-4339
46.44
-2' '3
-4335
30-Ad-'010
-46.16
18
-4956
-4331
-40 A
-4-1 22
3-
433-
10
-46'(
1 -
-4956
-4338
-4048
-45'(
-437
31-Ad-'010
-59.66
-4---
- 501-
-4956
-433-
-4650
-45'5
-4338
Appendix C

Nahunta Mitigation Site Annual Monitoring Reportfor2009 (Years)
Date
Water Level (inches)
dd- mmm -vvvv
Tapp
.WW 1
Tapp
AR-2
Tapp
.ANY'B
Tapp
AR-4
Tapp
.ANN -6
Gon ANA -1
Gon ANA -3
Gon ANA -4
Gon ANA -6
31 -.Ad- '010
-6019
- 46.15
- 5(1.16
-49.5-
-433-
-4652
-4533
- 43..35
111 Attg- '010
- 611."
-41.6-
- 511.1-
-4956
433-
46.49
-4530
-4335
111 Attg- '()1()
- (11.19
-4 -. -1
- 511.16
-4959
-4336
-46.45
-4533
433-
11' Attg- '010
- 59.611
4 -.63
- 5(1.16
-4956
-4334
46.40
-45'0
-43.41
11' Att¢- '11111
-59.6-
-4 -. -6
-50 16
-4956
-4334
46.40
-453'
-4339
Ili Attg- '010
-59.66
-4 -.`2
- 511.1-
-4956
4333
-4636
-4534
-43.41
113Attg- '010
113.65
-4631
- 511.15
-4956
4333
-4049
-45.43
-4336
14Attg- '010
113.65
-4633
-5(119
-4956
4333
- 4000
-45.46
-4339
04 Attg- '()1()
113.65
-4654
- 511.1-
-4956
-4336
-4656
-45.49
-4334
O1 Attg- '010
113.65
-4651
-51119
-4956
-4336
-4653
-4553
_35.63
11�Attg- '010
113.65
-463`
-5(156
-4956
4335
- 4000
-4552
-'5
00 Attg- '010
113.65
-465'
-51156
-4956
-4336
-4654
-4555
395_
00 Attg- '010
113.65
-4655
-5115'
-4956
-4336
-4653
455-
-42.16
11- Att¢- '11111
113.65
1 -46.41
-5051
-495-
-433-
1 -4650
-4556
-43.13
11- Attg- '()1()
113.65
-4631
-5054
-4958
-4335
46.46
455-
- 43.00
()8Attg- '010
11365
-4 -.83
-5036
-4959
-4336
46.4-
-4552
-43.'3
08Attg- '()1()
113.65
-463'
-5054
-4956
-4336
-4049
-4556
-4351
09Attg- '010
11364
-4 -.--
- 511.16
-495-
-4334
-46.45
-4552
-43.14
119 Attg- '010
113.65
-48'9
-51151
-495-
-4334
-4650
-4556
-43.65
111 Attg- '010
113.65
- 4809
-4956
4335
-4659
-4556
-4356
111 Attg- '010
113.65
- 4800
-4956
-4336
4(54
-45.61
-43.66
11 Attg- '010
113.64
-465'
-49.5`
-4336
-4659
- 45.6(1
43. -0
11 Attg- '010
113.65
-46.46
-4956
-433-
46.6'
-45.61
-4351
1' Attg- '010
113.64
-4656
-4956
-4336
-46.6'
-45.6'
-43.46
1' Attg- '010
113.65
-4631
-4956
-4339
- 4000
-45.61
-43.42
13Attg- '010
11364
-4 -.61
-49.5-
433-
-465'
455-
-43.49
13Attg- '010
11364
-4 -.6'
-49.5`
-4335
46.49
455-
-43.54
14Attg- '()1()
11365
-4 -.64
-4958
-4335
-46.45
45.49
-43.69
la Attg- '010
113.65
- 4801
-4958
-4335
-46.45
-4555
-43.64
1� Attg- '010
113.64
- 4801
-49.5`
-4335
4049
-455'
-43.66
1� Attg- '010
113.65
-4651
-4958
4333
-4651
-4556
-43.55
16 Attg- '()1()
113.65
- 4803
-4956
-4334
-46.46
-455'
43.64
16 Attg- '010
113.65
-463-
-4959
-4335
-4650
455-
-43.55
1-Attg- '010
11365
-4 -.69
-49.5`
4333
464-
-455'
-43.66
1- Attg- '010
113.65
-4619
-4956
-4336
-46.45
455-
-4359
16Attg- '010
1136
4 -.9-
-4956
4335
- 4000
4554
-43.66
16 Attg- '010
113.64
-4653
-4958
-4335
-4351
-45.61
1 -43.53
19Attg- '010
11364
-4619
-49.5`
-4334
464-
-4556
-435_
19 Attg- '010
113.65
- 4800
-4956
-4336
-4653
- 45.00
-43.46
'Il Attg- '()1()
1136
4 -.99
-4956
4335
464-
-45.61
-4350
'II Attg- '010
113.65
- 4808
-4959
-4335
46.4-
-45.64
43.49
'1 Att¢- '11111
113.65
- 480'
-49.5`
-4334
46.44
-45.6'
-43.53
'1 Attg- '010
113.64
-4653
-4959
-4335
-465'
-45.66
434-
' Attg- '010
113.65
-46.69
-4956
-4334
-4656
-45.69
43.44
' Attg- '010
113.65
-46. -9
-4956
4335
-4656
45. -1
-43.43
3 Attg- '010
113.65
-46.65
-4959
-4335
-4659
45. -4
-43.42
3 Attg- '010
113.65
- 4880
-4956
-4336
46.6'
45. -6
-43.43
'4 Attg- '010
113.65
- 4880
-4956
-4334
-4656
45. -1
- 43.40
'4 Attg- '()1()
113.65
-46. -4
-49.5-
-4335
-465'
45. -1
-43.42
'� Attg- '010
113.65
- 4800
-49.5`
-4334
464-
45. -0
-43.46
'� Attg- '010
113.65
-46.14
-4959
1 -4334
-46.46
45. -1
-43.45
'6 Attg- '010
113.65
- 4801
-4958
-433'
-46.45
45. -2
-4351
'6 Attg- '010
113.64
-48'3
-49.5-
4333
46.46
45. -5
-43.46
-Attg- '010
113.65
- 480'
-4956
-4331
-4039
45. -1
-435_
- Atw- '010
113.65
- 46.10
-49'5
-433'
-4039
45. -5
-43.55
'6Attg- '010
1136
4-,99
-5(111
-433'
-4036
-45.69
-43.66
'6 Attg- '010
113.65
-46.14
-49?'
-4330
-4636
45. -5
-43.69
'9Attg- '010
1136
4-,99
-5() ?5
-4330
-4034
45. -1
-43.53
'9Attg- '010
113.65
-4634
-4959
-4331
-4039
45 --
-43.65
311Attg- '010
113.65
-46.04
-503-
- 43..'9
-4034
45 -4
-43.42
311 Attg- '010
113.65
-46. -0
-46.94
-4331
46.4-
-45.66
-43.66
31 Attg- '010
113.65
-465-
-5036
-4330
-46.42
-45.65
-43.66
31 Attg- '()1()
113.65
-46.63
-46.6-
-4331
-46.46
-45.95
-43.61
111 Sap- '010
113.65
- 4880
-4956
- 43..'9
-46.45
45.94
-43.65
111 Sap- '010
113.65
-46.63
-46.69
-4331
4049
-45.99
-43.53
11' Sap- '010
113.64
-4659
-5() ?'
-4331
-46.63
-45.99
-4351
11' Sap- '010
113.65
-46. -9
-46.94
-433'
46.6-
4003
-43.43
03-Sap-'010
113.65
-4656
-49.90
4333
-4656
- 4005
- 43.40
03-Sap-'010
11364
-4654
- 49.0-
-433'
-4656
400
43.40
04-Sap-'010
113.65
-46.64
- 5() .()-
-4330
-4650
- 4005
-43.43
04-Sap-'010
113.65
-46.66
49'3
-4331
464-
- 4005
-43.45
11� Sap- '()1()
1136
4 -.96
-5() 18
-4330
-46.43
-45.99
-4356
01 Sap- '010
113.65
-4804
46. -0
-4330
4040
4001
-4359
116 Sap- '(110
1136
4 -.96
-5034
- 43..'9
-4034
-45.94
- 43.00
116 Sap- '(110
1136
4 -.99
-46.9'
- 43..'6
-4635
-45.96
-43.49
0-Sap- '010
1136
4-,99
-5033
43.'-
-463'
-45.95
-43.1'
11- Sap- '010
113.65
-46. -4
-4956
- 43..'9
46.44
4000
-43.66
116 Sap- '010
113.65
-46.64
-4959
-4330
-4004
-46.1'
-43.66
116 Sap- '010
113.65
-46.6'
-4956
-4331
-4654
-4016
-43.49
119 Sap- '(110
113.65
- 4800
-49.5-
- 43..'9
-46.46
-46.15
-4356
119 Sap- '010
113.65
-46. -9
- 49.05
-4330
-4651
46.1-
-43.46
111 Sap- '11111
113 .65
-46.42
-4935
-4126
4(.46
-46.1'
-4356
111 Sap- '11111
1li.65
-465-
-4956
-4i'9
x6.44
-46.15
-43.55
Appendix C

Nahunta Mitigation Site Annual Monitoring Reportfor2009 (Years)
®
--
®®®®®®®®®®
Appendix C

Nahunta Mitigation Site Annual Monitoring Reportfor2009 (Years)
®
--
®®®®®®®®®®
Appendix C

Nahunta Mitigation Site Annual Monitoring Reportfor2009 (Years)
®
--
®®®®®®®®®®
Appendix C

Nahunta Mitigation Site Annual Monitoring Reportfor2009 (Years)
Appendix C

Nahunta Mitigation Site Annual Monitoring Reportfor2009 (Years)
Appendix C

Nahunta Mitigation Site Annual Monitoring Reportfor2009 (Years)
Appendix C

Nahunta Mitigation Site Annual Monitoring Reportfor2009 (Years)
Appendix C

Nahunta Mitigation Site Annual Monitoring Reportfor2OO9 (Year5)
Date
Water Level (inches)
dd- mmm -vvvv
Tapp
.AN18'7
Tapp
.ANN'S
Tapp
ANN-9
Gon
.AN18'7
Gon
.ANN'S
Gon
.ANA -10
01 -Jtut -'010
-40 -6
-3951
-36.96
-'13-
-30.`4
01 -Jtut -'010
-4054
-3936
-394-
-21.19
-30.60
01 -Jtut -2010
-40.64
-39.54
-39 -0
-20 -9
-31.04
01 -Jtut- '010
-41.4-
-39.`6
- 39.80
-'14-
-315`
0'- Jmr2010
-415-
-39. -5
-399-
-2130
-3156
02 -Jtut- '010
-41.66
-39. -4
-40'3
-'135
-31.66
0' -Jtut -'010
-42 05
-4004
-40.64
-118-
02 -Jtut -'010
-4259
-40.19
-40.42
-1161
03 -Jtut- '010
-4256
-4004
-4051
-'1?-
216
03 -Jtut- '010
-4253
-39 -5
-40'9
-'1.11
-31. -6
03- Jmr2010
-42.63
-39.66
-400-
-21 -3
-31.60
03 -Jtut- '010
-43.63
- 4045
- 4011
'256
3'03
14- Jmr'010
-4354
-40'3
- 40.13
11 S'
-31.-
04-Jut-'010
-4334
- 4013
- 4041
'251
-31.66
14 -Jtut -'010
-44.11
-All -5
-41.19
'329
-32.66
14 -Jtut- '010
-4495
- 41.01
- 414 -
'3.6-
05 -Jtut- '010
-44.63
-409-
-4155
'3.65
-,3.16
115- Jmr'010
-445-
-40 05
-41 6-
-,3.11
05- Jmr'010
-453'
-4139
-42'3
-'4.43
-3395
115- Jmr'010
-4006
-41.54
-42.45
-'5.13
-34?-
116- Jmr'010
-40'-
-4149
-4246
-'5.14
-34'4
116- Jmr'010
-45.9'
-41.45
-42.63
- '5.10
-34'4
116 -Jtut -'010
-46.69
-41.95
-43.10
-25.62
-3494
06 -Jtur '010
-4 -.65
-4250
-4354
-'6.61
-3553
11- -Jtut -'010
-4821
-4235
-43.69
-26.60
-35.46
11`- Jmr'010
-4 -.99
-42'1
-43 -9
-'6.41
-3550
11- -Jtut -'010
-46.66
-4' 64
-4433
-2696
-36.19
11` -Jtut- '010
-49?-
-4310
-4460
-.46
-366'
116 -Jtut- '010
-49'1
-4311
-44-1
' -53
-36.6-
08-Jut-'010
-493-
- 43.05
- 4493
' -.46
-366'
116 -Jtut -'010
-49.65
-43.51
-45"
2 -92
3-21
()6 -Jtut- '010
-4954
-43.65
-45'8
-161'
3-.46
09 -Jtut- '010
-49'4
-43.61
-45'-
-16"
3-.43
09 -Jtut- '010
-49.16
-4,.53
-4549
-26"
3 -54
09 -Jtut- '010
-4931
-439'
-45.64
-1656
3 -.9-
09 -Jtut- '010
-49'9
- 44.00
-45.9'
-169-
-38'0
10 -Jtut- '010
-49.13
- 44.03
-45.66
-'893
-38'8
10 -Jtut -'010
-49.10
-43.60
-45.69
-26.69
-3824
10 -Jtut- '010
- 49.03
-44.1-
-4635
-'9"
10 -Jtut -'010
-46.66
-4452
-46.61
-29.61
-39.05
ll- Jtut -'OIO
-463-
-44'1
-46. -5
-1951
-36.69
ll- Jtut -'OIO
-465'
-44.16
-46.6-
-'931
-3899
11 -J UI -'010
-48-0
-448-
-42.66
-1991
-3959
ll- Jtut -'OIO
-465-
- 45.05
-4 -.65
-3031
-39.9-
1' -Jtut- '010
-46.46
-44`6
-4 - -5
- 3030
-39, -6
1'-Jtut -'010
-46.40
-44.63
-4- 92
-30 25
-3991
1' -Jtut- '010
-46. -1
-45'0
-465'
-30 -5
-405'
1' -Jtut- '010
-4656
- 45.05
-46.65
-3101
- 411.-6
13-Jtut- '010
-4653
-446-
-465-
-3110
- 4004
13-Jtut- '010
-46.65
-44.94
-46.49
-3041
-405'
13-Jtut- '010
-46.66
-45.1'
-46.6-
-304'
-4093
13-Jtut- '010
-48--
-44.95
- 49.00
-31.16
-4136
14-Jtut- '010
-46.6-
-448-
- 49.00
-31.13
-41.16
14- Jmr2010
-46.61
-44.93
-491-
-3095
-41.16
14 -Jtut- '010
-49.13
- 45.0-
-49. -3
-3139
-41.66
14-Jtut -'010
-49.16
-45 09
-50.01
-31.91
-42?3
15- Jmr2010
-4895
-44. --
-4990
-31.61
-41.66
15 -Jmt -'010
-489-
-44 -6
-4996
-31 6-
-41.69
15 -Jmt -2010
-4923
-45.19
-5039
-_,236
-42.61
15 -Jmt -2010
-46.65
-4499
-50.41
-32 -0
-42.69
16 -Jtut- '010
-465'
-446-
-5036
-
-42. -3
16 -Jtut- '(O1(0
-46.43
-44 -6
-50
-3'55
-42.46
16 -Jtut- '010
-46. -6
- 45.05
-50 -4
-3' 9-
- 43.08
16 -Jtut- '010
-46.41
-44 -5
-5036
3' 64
- 43.03
1- -Jtut- '010
-46.44
-44 -6
- 5042
3'55
-42. -3
1- -Jtut -'010
-4636
-44 -0
-50.53
3'31
-42.61
1-- Jmr2010
-46.64
-44.65
-5096
-4330
1` -Jtut- '010
-465-
-44.64
-5(!9
-43. -0
16 -Jtut- '010
-48'9
-4439
- 5(1.6
-
-4334
16 -Jtut- '010
-46.41
-443-
- 5081
33.15
-4330
16 -Jtut- '010
-46.69
-44.65
-49.41
33.61
-43.66
16 -Jtut -'010
-4656
-4452
-4936
-3390
-44.10
19 -Jtut- '010
-463-
-44.41
-49'9
-340'
-4394
19 -Jtut- '010
-464-
-44.45
-49.'-
33.61
-439'
19 -Jtut- '010
-46. -1
-44.61
-49.45
-3411
-44.4-
19 -Jtut- '010
-46.6-
-440-
-49.42
-34 5`
-44. -4
'O-Jut-'010
-465'
-444'
-49.16
-3449
-44.42
'll -Jtut -'010
-46.43
-44.43
-49.16
-3419
-4436
'(1 -Jtut- '010
-46. -3
-44.61
-49.46
-3456
-449'
'O -Jtut -'010
-46.62
-44.69
-49.43
-35.01
-45.40
'1 -Jtut- '010
-4635
-443-
-49.1'
- 35.05
-45.04
'1 -Jtut- '010
-4636
-444-
-49.16
-3493
- 45.0'
'1 -Jtut- '010
-46. -1
-44 -5
-49.46
-35.45
-45.61
'1 -Jtut- '010
-4656
-44.5-
-49'8
-35.63
-45.96
Appendix C

Nahunta Mitigation Site Annual Monitoring Reportfor2009 (Year5)
Date
Water Level (inches)
dd- mmm -vvvv
Tapp
.AN18'7
Tapp
.ANN'S
Tapp
ANN-9
Gon
.AN18'7
Gon
.ANN'S
Gon
ANA-10
' -Jtut- '010
-46.49
-4452
-49'1
- 36.00
-45. -6
''- Jtur2010
-46.46
-44 49
-49.09
-35 69
-4466
' -Jtut- '010
-48 -0
-44 6-
- 49.40
-3000
-46'4
' -Jtut- '010
-4653
-445-
-4930
-3644
-4000
'3 -Jtut- '010
-46.41
-4451
-4919
-3650
-46.16
'3 -Jtut- '010
-46.41
-4439
-4919
-36'5
-46'4
'3- Jtur2010
-48-4
-44 _-
-4956
-3091
-4099
'3 -Jtut- '010
-465'
-44.46
-49.'3
_3`19
-4 -.04
'4 -Jtut -'010
-46.44
-44 40
-49.16
-4091
'4 -Jtut- '010
-4639
-44.41
-49. 2
-36.9'
-4085
'4 -Jtut- '010
-46. -5
-44 -6
-4954
3- 51
-4`50
'4 -Jtut- '010
-4659
-4452
-49.3
3 -05
4`,54
25 -Jtut- '010
-484-
-444-
-49'6
-36 -
4 -.3'
'S -Jtui- '010
-46.49
-4449
-4934
-3039
4 -.1-
25 -Jtut- '010
-46.69
-44 -1
-4953
-30-1
-4 -. --
25 -Jtut- '010
-46.6-
-440-
-4954
-
-46.1 3
'6 -Jtut- '010
-463-
-44.43
-49 2
-3-38
-4 -.64
'6 -Jtut- '010
-463'
-4439
-49 1-
-3- 15
-4 -. -4
'6 -Jtut- '010
-46.65
-44`2
-4941
-3 -.10
-46.11
'6 -Jtur '010
-4653
-4456
-49.45
-3 -.6'
-4636
'- -Jtut- '010
-4636
-4430
-4919
-3 -.46
-46.1'
'- -Jtut- '010
-46.41
-444-
-49'6
-3 -.11
- 480'
'- -Jtut- '010
-46 --
-44 -5
-4943
-3 -.41
-46.61
2-- Jtur2010
-46.66
-4404
-4939
-36.01
-48 9-
'6 -Jtut- '010
-4655
-44.46
-49'9
- 3800
-46. -3
'6 -Jtut- '010
-46.43
-444-
-49.'3
3 -.66
-46.66
'6 -Jtut- '010
-46. -1
-44 -6
-49.„
3 -.96
-49'-
'6 -Jtut- '010
-46.63
-4456
-49.42
-3651
-4951
'9 -Jtut- '010
-46.41
-4446
-49'-
-3669
4 -. -6
'9-Jut -'010
-4650
-4436
-4921
-3649
-4934
29 -Jtut -2010
-46.03
-44.04
-4953
-3890
-4992
'9 -Jtut- '010
-46.46
-44.63
-49'3
-36.45
-4956
30 -Jtut- '010
-463'
-4452
-49"
3-.63
-49'-
30 -Jtut- '010
-4633
-444-
-49.3
3 -41
-4919
30 -Jtut- '010
-465'
-44 6-
-49 4'
-
-49.46
30 -Jtut- '010
-46.43
-4452
-49311
, -.16
-49'4
01 -Jtil- '010
-46.45
-44.55
-4931
3 -.16
-49.16
111 -Jtil -'010
-46.41
-4440
-49'5
-3696
-49.02
01 -Jtil- '010
-48 %
-44.63
-4930
3-.14
-49.49
01 -Jtil =010
-46.49
-44.53
-4930
3-.65
-49-5
0' -Jtil- '010
-46.53
-4446
-49"
3 -.66
-4956
0' -Jtil- '010
-46.41
-4441
-49.15
-3--9
-493-
0' -Jtil -'010
-46.64
-44 -0
-49.55
-36.15
-4996
0' -Jtil- '010
-46.51
-44.63
-49.42
-36.51
- 5(1.10
03 -Jtil- '010
-46.45
-4451
-49'6
-36 -5
- 511.1'
03 -Jtd- 010
-484-
-444-
-4934
-36 `5
-49.9'
113 -Jtil =010
-46.64
-4464
-494-
-3900
-50'6
03 -Jtil- '010
-46.55
-4459
-49.41
-39'1
-50.54
04 -Jtil =010
-463'
-444'
-49''
-39.15
-5033
04 -Jtil =010
-46.4-
-4446
-49'5
-393'
-46.42
04 -Jtil =010
-46.65
-44.69
-49.5'
-3951
-45.46
04 -Jtil -'010
-46.51
-44.61
-4930
-39.61
-453-
(15 -Jtd- 010
-4639
-44.43
-49''
-39 -2
-45.14
115 -Jtil -'010
-46'9
-4439
-49.16
-3949
-45.11
(15 -Jtil =010
-46.63
-44. -2
-4956
-39.96
-4556
115 -Jtil= 010
-4652
-4449
-4935
-4009
-4531
116 -Jtil- '010
-4633
-443-
-49 16
-40 11
-45.14
116 -Jtil -'010
-46.46
-4439
-4923
-3999
-45.10
06 -Jtil -'010
-46.63
-44 6-
-4940
-40.43
-45.44
116 -Jtil- '010
-4656
-4456
-493-
-4056
-4534
0- -Jtil -'010
-46.46
-4446
-49'9
-406-
-45'4
11- -Jtil -'010
-4639
-4441
-49'2
-4059
-451-
11 - -Jtil- '010
-46.61
-440-
-495'
-4089
-45.46
0- -Jtil- '010
-46.5-
-44 5-
-4935
-41 1-
-4530
116 -Jtil- '010
-4634
-4435
-49'5
-41'5
-45.13
116 -Jtil- '010
-4633
-4433
-49'4
- 41.03
-45.1'
116 -Jtil -'010
-4659
-444-
-4934
-4098
-4426
06 -Jtil- '010
-46.49
-44.54
-49'6
-41.42
-453'
09 -Jtil -'010
-4639
-4441
-49.16
-41.45
-45.13
()9 -Jtil- '010
-4634
-44.41
-491-
-41.13
-45.16
09 -Jtil -'010
-46.6-
-440-
-49.46
-4135
-45.44
09 -Jtil- '010
-46.6'
-4459
-49.45
-416-
-45.41
10 -Jtil- '010
-46.43
-4441
-491-
-4193
-45'3
10 -Jtil- '010
-4636
-44.42
-49'5
-41.54
-4519
10 -Jtil- '010
-46.63
-44.55
-49.45
-41.15
-4536
10 -Jtil -'010
-4639
-4443
-49.16
-41.16
-45.19
11 -.hil- '010
-463'
-4439
-4959
- 400'
-45"
11 -.hil- '010
-463-
-4436
-4954
- 400-
-45'0
11 -Jtil -2010
-46.59
-44.59
-49.66
-3996
-45.47
11 -.hil- '010
-46.44
-44.49
-4964
- 4003
- 45.40
1' -Jtil= 010
-463-
-4443
-4943
-40-9
-45 "
1' -Jtil =010
-46.40
-444-
-49'6
-40.63
-45'5
1' -.hil =010
-46.5-
-44 -0
-49 45
-4055
-45.46
-4803
-4454
-4949
-4109
-4536
Appendix C

Nahunta Mitigation Site Annual Monitoring Reportfor2009 (Year5)
Date
Water Level (inches)
dd- mmm -vvvv
Tapp
AN18 -7
Tapp
ANN-8
Tapp
ANN-9
Gon
AN18 -7
Gon
ANN-8
Gon
ANA-10
13 -Jtt1 =010
-4650
-4455
-4930
-40.66
-4534
13 -Jttl -'010
-46.40
-4440
-49'9
-40.09
-45.19
13 -Jttl -'010
-46.4-
-44.54
-49.45
-40.03
-4534
13 -Jttl- '010
-46.55
-44.61
-494-
-400-
-45.40
14-Jttl- '010
-46.45
-4446
-49'1
-40-3
-5'0
14-Jttl- '010
-46.49
-44.43
-49.61
-36'-
-5'5
14-Jttl- '010
-4659
-446-
-49. -6
-3645
-45.43
14-Jtt1 =010
-46.63
-4452
-49. -9
-390-
-45.40
15 -Jtt1 =010
-46.4-
-4449
-49-0
-3935
-45'0
15 -Jtt1= 010
-46.49
-4 45
-49 55
-39' 1
-45 '
15 -Jttl -'010
-46.69
-44 -1
-49-0
-39 42
-45.49
15 -Jtt1 =010
-46.4-
-44.49
-49.5-
-39.95
-45'6
16 -Jtt1 =010
-46.49
-4452
-4956
-40'6
-4530
16 -Jttl- '010
-46.53
-44.51
-4939
-4031
-5'3
16 -Jttl- '010
-4880
-44.6'
-4956
-405'
-4554
16 -Jttl- '010
-46. -5
-4 -1
-49.51
-41 1-
- 45.-11
1- -Jttl- '010
-4659
-44.51
-4936
-413-
4 -."
1- -Jttl- '010
-46.56
-4440
-49.41
-4145
4 -.9'
1- -Jttl- '010
-46.63
-44.65
-49.5'
-41 -3
-46.4-
1- -Jttl- '010
-46.63
-4452
-495-
- 4088
-5'4
16 -Jttl -'010
-46.51
-44.61
-4953
-39-9
-45.64
16 -Jtt1 =010
-4659
-44.5-
-4955
-39.54
-4535
16 -Jttl- '010
-48 -3
-4 6'
-49-0
-390-
-45.46
16 -Jttl- '010
-48%
- 44.00
-4949
-40'-
-4074
19 -Jttl- '010
-46.51
-4 4-
-4931
-4040
-4000
19 -Jtt1 =010
-46.46
-4455
-4935
-40.46
-5."
19 -Jtt1= 010
-46.65
-4 -3
-49 5'
-408-
-4534
19 -Jttl- '010
-46.6'
-44.63
-4941
-4153
-45.9'
'11 -Jttl- '010
-46.41
-4 5-
-4930
-41 00
-4 -.69
'11 -Jttl -'010
-46.43
-4 45
-4933
-41 40
-46.95
'll -Jttl- '010
-46.64
-4400
-49.45
-4135
-5. -1
'11 -Jttl- '010
-46.63
-44.65
-4941
-42 01
-4 -.40
'1 -Jttl- '010
-46.5-
-454
-49'8
-4219
-46. -6
'1 -Jttl- '010
-48%
-44.55
-4940
-4194
-49.65
'1 -Jtt1 =010
-48 -6
-466
-495-
-42'0
'1 -Jttl- '010
-46. -1
-4 -3
-49.51
-42 -3
-51!99
" -Jtd- '010
-4659
-44.63
-493-
-42 -6
-1.66
" -Jtt1 =010
-46.5-
-44.53
-4935
-4255
-52'6
' -Jttl- '010
-48 -3
-4 -5
-4956
-42 69
-5'.65
" -Jttl- '010
-46.6-
-44.69
-49.5'
-4314
-5'51
3 -Jttl- '010
-46.61
-4 5-
-4936
-43.11
-5' 3
3 -Jttl- '010
-4651
-44.53
-4936
- 43.08
-46.66
'3 -Jttl- '010
-6 -4
-44.69
-4951
-4336
- 4805
'3 -Jtt1 =010
-4656
-4452
-4936
-4356
-4659
'4 -Jtt1 =010
-4655
-4456
-4939
-43.5'
-49.63
'4 -Jttl -'010
-46.61
-4449
-4933
-43.11
-50.05
'4 -Jttl- '010
-46. -1
-44.60
-49.46
-4316
'4 -Jttl -'010
-6 --
-44 -1
-4959
-44.11
-()7)8-
0 96
25 -Jttl- '010
-46.61
-44.49
-4935
- 44.00
-51. -9
'S -Jtt1 =010
-4656
-4451
-4936
-4394
-5''4
'S -Jtt1 =010
-6 -4
-4 -3
-49.66
-44'1
-4559
25 -Jttl- '010
-46.61
-4 -9
-4900
-44-3
-46.1'
'6 -Jtd -'010
-46.65
-4456
-49 45
-4493
-4 -.6'
'6 -Jtt1 =010
-46.63
-4451
-4935
-4435
-4530
'6 -Jtt1 =010
-46. -5
-4 -0
-49 5-
-44.13
-45.46
'6 -Jttl- '010
-46.65
-44.65
-4948
-445'
-4536
'- -Jttl- '010
-46.55
-4451
-49'8
-4456
-453'
'- -Jttl -'010
-46.59
-4449
-4935
-4441
-4536
2 - -Jtt1 =010
-48 0'
-4459
-494-
-44.03
-45.42
'- -Jttl -'010
-46.65
-4 54
-49 4'
-44.16
-4536
'6 -Jttl- '010
-4651
-44.53
-4930
-43.66
-5'9
'6 -Jttl- '010
-46.61
-4451
-4936
-4336
- 45.40
'6 -Jtt1 =010
-46. -3
-44.63
-49.53
-4319
-45.46
'6 -Jttl- '010
-46.6-
-440-
-49.51
-44.15
-45.42
'9 -Jttl -'010
-46.5-
-44.46
-4931
-44.43
-4534
'9 -Jttl- '010
-46.6-
-44.46
-4948
-4435
-45.41
'9 -Jtt1= 010
-46.63
-4 64
-4900
-4436
-45.6-
'9 -Jttl- '010
-4650
-44.46
-49'8
-39.66
-4536
30 -Jttl- '010
-4650
-44.46
-49'8
- 3000
-5'5
30 -Jtt1 =010
-46.5-
-449
-49'5
-36.65
-4536
311 -Jtt1 =010
-46. -3
-44.65
-4945
3-,51
-4555
30 -Jttl- '010
-46.66
-4400
-49.43
-3646
-457
31 -Jttl- '010
-46.51
-44.45
-49'8
- 39.03
-5'3
31 -Jtt1 =010
-46.63
-44.45
-4935
-3936
-4530
31 -Jtt1 =010
-46.65
-44-
-493-
-3959
-45.44
31 -Jttl- '010
-48 -0
-44.51
-4949
-4014
-4535
111 Aug- '11111
-46.63
-4 5-
-493-
-40
-4534
Ill Aug- '11111
-465-
-444 - 5
-49'-
-40 0'3
-45' 3
111 Aug- '11111
-6 --
-445
-49.43
-3936
-45.43
111 Aug- '01()
-46. -9
-44 .65
-49.43
-3944
-4536
Appendix C

Nahunta Mitigation Site Annual Monitoring Reportfor2009 (Year5)
Date
Water Level (inches)
dd- mmm -vvvv
Tapp
.AN18'7
Tapp
.ANN'S
Tapp
ANN-9
Gon
.AN18'7
Gon
.ANN'S
Gon
ANN-10
0' -Aug- '010
-4659
-44.60
-4933
-39.4-
-4535
11' Aug- '010
-46 -0
-44.66
-49.42
-39 4'
-4336
11' Aug- '010
-48-4
-44 -1
-494-
-3944
-4353
11' Aug- '010
-46. -1
- 44.00
-4953
-40"
-45.46
IRAug- '010
-4656
-4446
-49'5
-4035
-4536
03 Aug- '010
-4656
-44.55
-4934
-405'
-4536
IR Aug- '010
-46. -9
-44 -6
-49 54
-4004
-4559
03 -Aug- '010
-46.69
-4459
-4955
-41'5
-4556
114 Aug- '010
-4650
-44 45
-4930
-4145
-4531
114Aug- '010
-4653
-444'
-4933
-414'
-45.41
114 Aug- '010
- 4880
-44 -3
- 49.00
-41.64
-4553
114 Aug -'010
-46.66
-44.60
-4951
-42 49
-45.61
O1 Aug- '010
-46. -5
-44.61
-49.43
-42.61
-45.46
115 -Aug- '11111
-465'
-44.45
1 -49.69
3'.61
1 -4536
11� Aug- '11111
-4880
-440-
-49.8
-3391
-4554
11� Aug- '010
-46.64
-44.61
-49.61
-3530
-4554
116 Aug- '010
-46.64
-44 5-
-495-
-36.16
-45.44
()OAug- '010
-465-
-4443
-49.43
-3656
-4536
116 Aug- '010
-48--
-44.69
-49 -5
-3- 1-
-4556
00 Aug- '010
-46.6-
-4451
-4959
-3 -.66
-45.43
11-Aug- '010
-465-
-444'
-49.53
-38'9
-4535
11-Aug- '010
-4653
-4440
-49'9
-3656
-4534
11- Aug -'010
-48 -5
-44.69
-4951
-39 02
-4556
11- Aug -'010
-48 -0
-440-
-49.41
-39 -- -
-4550
116 Aug- '010
-4655
-44 4'
-4934
-39.96
-4534
II6 Aug- '010
-4656
-4451
-4936
-40'5
-4535
116 Aug- '010
-46. -9
-44 54
-49 54
-40 05
-45 5 3
II6 Aug- '010
-46. -3
-4459
-4954
-4135
-4555
119 Aug- '010
-4650
-4433
-49'1
-4142
-4530
119 Aug- '010
-4653
-44.43
-49'-
-4156
-4536
119 Aug- '010
-46.69
-4456
-4953
-41.65
-45.44
119 Aug- '010
-48--
-44.65
-4951
-42 6'
-4550
111 Aug- '010
-46.69
-4451
-4933
-42.66
-45.43
111 Aug- '010
-46.65
-44.53
-4936
-42 6-
-45,5'
111 Aug- '010
- 49.00
-44.6'
-49.69
-4323
-45. -3
111 Aug- '010
-4880
-44.65
-495'
-430-
- 45.00
11 Aug- '010
-4656
-4446
-4935
-43.6'
-4536
11 Aug- '010
-46.65
-4459
-494-
-4396
-45.46
11 Aug- '11111
-46.9'
-44 -1
-4956
- 44.05
-45.61
11 Aug- '010
-46.6-
-44 -2
-49 5-
-4456
-45.65
1' Aug- '010
-48--
-44.61
-4949
-44-9
-4556
1' Aug- '010
-46.66
-4440
-493-
-44.65
- 45.40
1' Aug- '010
-46.6'
-44 -6
-4900
-44.66
-4559
1' Aug- '010
-46.6-
-44 -5
-49.63
-451-
-45.65
13 Aug- '010
-46.61
-44.63
-4945
-44.93
-45.43
13 Aug- '010
-46.6-
-4456
-4936
-44-8
- 45.40
13 Aug- '()1()
-46. -6
-44.69
-4959
- 45.03
-45,5'
13Aug- '010
-46. -9
-44.65
-4954
-44.93
-4554
la Aug- '010
-4656
-44.53
-493-
-44.61
-45.44
la Aug -'010
-46.69
-44.%
-494-
-44.69
-4550
la Aug- '010
-46.65
-44 -3
-49.64
- 45.03
-45.61
la Aug- '010
-46.69
-44 5-
-4949
-449-
-45.43
1� Aug- '010
-46.6-
-44.55
-494-
-44.65
-45.44
15 -Aug- '010
-46.63
-4451
-4933
-44.63
-4531
1�Aug -'010
-46.65
-44 -9
-4951
-45.05
-45.60
1� Aug- '010
-46. -1
-44.64
-4953
-44.95
-45.49
16 Aug- '010
-4655
-44 4'
-4935
-44-0
-45'8
16Aug- '010
-46.63
-44.45
-49'-
-44--
-4531
16 Aug- '010
-46.65
-44 -3
-49.63
- 45.05
-45.66
16 Aug- '010
-4880
- 44.00
-49.63
-4490
-45,5'
1- Aug- '010
-46.64
-444-
-4936
-4491
-45.'6
1- Aug- '010
-4656
-44.46
-4933
-44--
-4535
1- Aug- '010
-46.66
-44 -6
-49. -5
-45 14
-45. -'
1- Aug- '010
-46. -6
-44 -0
-4900
-44.91
-45.49
16 Aug- '010
-4656
-4448
-4941
-4483
-45.42
16 Aug- '010
-4653
-44.4'
-4934
-44 -2
-4530
16 Aug- '010
-46. -6
-4404
-4951
-44.96
-4550
16 Aug- '010
-46. -4
- 44.00
-4953
-44.91
-45.6'
19 Aug- '010
-46.65
-44.46
-49-0
3 -.66
-45.42
19 Aug- '010
-46.63
-4452
- 49.40
-3633
-453-
19 Aug -'010
-46.62
-44.59
-49.42
-39.11
-45.62
19 -Aug- '()1()
-46.61
-44.46
-4953
-39.16
-45.46
'II Aug- '010
-46.66
- 44.00
-49. -3
-3950
-45.44
'11 Aug- '010
-46.6-
-4' 45
-49 -2
-34.66
-45.46
'11 Aug- '010
-46.61
-41'2
-49.61
-35 -6
-45,54
'OAug- '010
-4659
-41'4
-49.:3
-36.93
-45.44
' 1 Aug- '010
-4659
-4139
-4904
- -5
-4536
'1 Aug- '11111
-464-
-41'1
-49.56
-3610
-45'4
'1 Aug- 211111
-46. -6
-41 -3
-495-
-3664
-4559
'1 w-1010
-46. -5
-4' 0-
-49.46
-3951
-4554
Appendix C

Nahunta Mitigation Site Annual Monitoring Reportfor2009 (Years)
Date
Water Level (inches)
dd- mmm -vvvv
Tapp
.AN18'7
Tapp
.ANN'S
Tapp
ANN-9
Gon
.AN18'7
Gon
.ANN'S
Gon
ANA-10
-Aug- '010
-46.6`
- 42.05
-4935
-39.6-
-4550
' Aug- '010
-465-
-41 `
-49'3
- 4011`
-4535
' Aug- '010
-46.65
-4215
-4959
-4055
-45.66
' Aug- '010
-46. -0
-42.1;
-4934
-40--
-4556
_ i A,W- '010
-46. -;
-41 9-
-4940
-40-0
-45.46
3 Aug- '010
-4803
-41 45
-4935
-40 0'
-4531
3 Aug- '()1()
-46.6'
-41 -0
-4949
-406-
-45,5'
'3 Aug- '()1()
-46. -4
- 42.03
-4935
-4119
-455'
'4 Aug- '010
-4803
-4' 00
-49'8
-4139
-453-
'4 Aug- '010
-4803
-41 -1
-4934
-4148
-453-
'4 Aug- '010
-46. -6
-41.6'
-49.49
-41-1
-4556
'4 Aug- '010
-49. -3
-401-
-4946
- 4045
-45.46
'Aug- '010
-465-
-364'
-4954
-809
-45.4;
'5 Aug- '010
-4656
3 -56
-496-
3 -.66
-45.4;
'5 Aug- '010
-46. -3
`.69
-49.64
-36"
-45„
'5 -Aug- '010
-46. -9
-38'8
- 49.90
-36.6'
-455;
'OAug- '010
-4656
-365-
-49.6-
-369-
-4534
'6 -Aug- '010
-4655
-;6.66
-49.66
- 39.00
-453'
'6 Aug- '010
-46 -0
-3936
-49--
-394-
-4554
'6 Aug- '010
-46. -0
-39.9'
-49-3
-4008
-45.44
'- Aug- '010
-4651
-40 '3
-49 54
-4044
-45.41
-Aug- '010
-46.64
-40'0
-4969
-40 -0
-45.4;
'� Aug -2010
-46.66
-40 -1
-49 -5
-40.69
-45.59
'- Aug- '11111
-4803
-41.11
-490-
-415;
-4554
'6 Aug- '010
-46.6'
-4130
-49.66
-410-
-45,49
'6 Aug- '010
-46.61
-41 '3
-49.69
-41 -6
-45.4;
'6 Aug- '010
-46. -6
-41.45
-49.45
-41.65
-4554
'6 Aug- '010
-48--
-4' 0-
-494-
-42.41
-455;
'9 Aug- '010
-4651
- 4'.111
-4930
-42 4'
-4530
'9 Aug- '010
-46.6'
- 4'.111
-493-
-42,5;
-4531
'9 Aug- '010
-46. -1
-42.11
-4955
-42 `4
- 45.00
'9 Aug- '010
-46.61
-4'.54
-49.45
-43 05
-45.46
311 Aug- '010
-46.44
-4' --
-49'-
-4319
-45'5
311 Aug- '010
-4655
-4' 6-
-493;
-43"
-453-
3(1 -Aug- '010
- 4880
-4331
-495-
1 -4;55
-45.66
311 Aug- '()1()
-48--
1 -43 -0
-4956
-4389
-45.61
31Aug- '010
-46.66
-4391
-493-
-439'
-45.46
31 Aug- '010
-465;
- 44.03
-49'9
-43 85
-45.44
31 Aug- '010
-46.6-
-44.5;
-49 -2
-44 1'
-45.64
31 Aug- '()1()
-46. -1
-446-
-4949
-445;
-455'
111 Sap- '010
-4650
-44 -1
-4930
-44.03
-453-
111 Sap- '010
-46.49
-44.65
-49'6
-4449
-4536
111 Sap- '()1()
-46.61
-44.96
-49.66
-44.6'
-45.61
111 Sap- '()1()
-46.64
-44 -2
-49.46
-450-
-455;
11' Sap- '010
-46.61
-4449
-4934
-44.83
-4536
11' Sap- '010
-465-
-4452
-4939
-446-
-4550
11' Sap- '010
-48-4
-440-
-49 5-
-44.95
-45.46
11' Sap- '010
-46.66
-44.65
-4951
-4494
-4559
03-Sap-'010
-4656
-44.61
-4940
-44.69
-455;
03-Sap-'010
-46.69
-4459
-49 45
-448-
-455'
03-Sap-'010
-46.66
-44 -1
-4955
- 45.05
-45.6'
03-Sap-'010
-46. -5
-44.69
-4949
-4490
- 45.00
14 Sap- '010
-46.49
-443-
-4930
-44 -2
-453-
14 Sap- '010
-4656
-4448
-493;
-44-8
-45.42
14 Sap- '010
-46.61
-44 -1
-49 54
-44.99
-4555
14 Sap- '010
-46.69
-44.5;
-49.45
-4501
-4554
01 Sap- '010
-465'
-44 45
-493;
-44-3
-4536
11� Sap- '010
-4656
-4452
-493;
-44 -5
- 45.40
(h -Sap- '010
-46. -5
-44 -1
-494-
-449-
-4559
11� Sap- '010
-48--
-44.65
-495'
-44.95
-45.65
116 Sap- '010
-4803
-444-
-4940
-44.83
-45.46
116 Sap- '010
-465-
-44.54
-4940
-448-
-45.46
116 Sap -'010
-46.66
-44 -0
-4959
-45 00
-45.66
116 -Sap- '010
-46.6-
-4452
-4946
-44.69
-4550
11- Sap- '010
-4803
-44.55
-49 42
-44.6'
-45.49
11-Sap- '010
-4803
-44.55
-4936
-44 -3
-45.42
11- Sap- '010
-46. -9
-44.83
-49566
- 45.0"
- 45.030
11- Sap- '010
-46.6-
-4404
-4941
-44--
-4554
116 Sap- '010
-4659
-44.61
-49-6
- 44.-46
- 45.456
116 Sap- '010
-46.61
-4449
-49336
- 44.`;4
-455(4
08Sap- '010
-46.65
-44 -6
-495 -6
-4501
- 45.6'6
116 Sap- '010
-46. -6
-44.03
-4941
- 44.`6'
-45526
119 Sap- '010
-46.65
-4452
-49314
- 44.`6'
-45.46
119 Sap- '010
-4655
-444-
-4935
-44. '
-45364
119 Sap- '010
-46.6'
-44.61
-495;
- 44.6 -6
-455 -6
119 Sap- '010
-46.66
-4459
-49434
- 44.`94
-45516
111 Sap- '010
-46.64
-4443
-49314
- 44.800
-45364
111 Sap- '11111
-46.64
-44.45
-493-4
- 44.696
-45.46
111 Sap -2010
-46.66
-44.66
-4959
-449-4
- 45.696
10 -Sap- '010
-46.66
1 -44.54
-49 456
- 44.6 -6
-45564
Appendix C

Nahunta Mitigation Site Annual Monitoring Reportfor2009 (Year5)
Date
Water Level (inches)
dd- mmm -vvvv
Tapp
.AN18'7
Tapp
.ANN'S
Tapp
ANN-9
Gon
.AN18'7
Gon
.ANN'S
Gon
ANA-10
11 -Sap- '010
-46.5-
-44.45
-49'-6
- 44.-46
-45.42
11 Sap- '010
-46.65
-44.53
-4941
- 44.800
-45566
11 Sap- '010
-46. -6
-4456
-494-
-44.63
- 45.636
11 Sap- '010
-48--
-4456
-49396
- 44.`56
-4555'
1' Sap- '010
-46.61
-44.54
-49314
-44-1
- 45.456
1' Sap- '010
-4656
-444-
-49 3'6
- 44.-46
-453 -'
1' Sap- '010
-46.61
-44.6
-49516
- 44.654
- 45.664
1' Sap- '010
-46.66
-4459
-49506
-44.63
- 45.61'
13-Sap-'010
-465'
-4452
-49314
- 44.66'
- 45.43'
13-Sap-'010
-46.64
-4459
-49434
- 44.-46
-45526
13-Sap-'010
-46.63
-44.66
- 49'116
- 44.6 -6
-45. -'
13-Sap-'010
-46.6-
-44.54
-49 3'6
- 44.-34
- 45.5 -6
-465'
-444-
-49'16
-44.65
- 45.456
-14-Sap-'010
14-Sap-'010
-465'
-44.4
-49-6
- 44.6'6
- 45.456
-48-4
-44.61
-49494
- 44.-94
- 45.6 -'
-14-Sap-'010
14-Sap-'010
-46. -3
-4459
-49434
- 44.800
- 45.6'4
1' Sap- '11111
-4659
-444-
-49 30'
- 44.636
- 45.466
1' Sap- '010
-4656
-4452
-49396
- 44.6'6
-45526
1' Sap- '010
-46.61
-44 -1
-49014
- 44.9'6
- 45. -3'
1' Sap- '010
-46.6-
-44.61
-4941
- 44.800
- 45.49'
16 Sap- '010
-46.45
-4435
-49 1"
- 44.' -6
-453
16 Sap- '010
-4656
-4441
-49 30'
-44-1
- 45.43'
16 Sap- '010
-46.6'
-44 -1
-49'66
- 44.654
- 45.646
16 Sap- '010
-46.69
-44.55
-49396
- 44. -56
-45566
1- Sap- '010
-46.61
-44.6
-4935
-44. '
-45526
1- Sap- '010
-46.65
-44.54
-49398
-44. 6'
-455 -6
1- Sap- '010
-46.63
-44 --
-49 566
-44.63
- 45.664
1- Sap- '()1()
-46.65
-4459
-49434
-44. '
-45564
16 Sap- '(110
-4656
-444-
-49314
- 44.(6'
-45526
16 Sap- '010
-4659
-44.55
-49-6
- 44.'-6
- 45.444
16 Sap- '010
-46. -5
-44 -1
-49516
- 44.90'
-45 6-'
16 Sap- '(110
-46. -6
-44.6
-49 46'
- 44.90'
-45 6 -'
19 Sap- '010
-46.6'
-4459
-49366
-44-1
-45.46
19 Sap- '010
-465-
-44.53
-49366
- 44.6-4
- 45.49'
19 Sap- '010
-46.66
-44.6'
-4959
- 44.966
- 45.646
19 Sap- '010
-46.6-
-44.6
-4941
- 44.-6'
- 45.466
'() Sap- '010
-4653
-44.4
-49'16
-4465
- 45.456
'11 Sap- '010
-46.63
-44.43
-49-6
- 44.696
- 45.408
'11 Sap- '010
-46.66
-44 -2
-4953
- 44.914
- 45.646
'11 Sap- '010
-46. -5
-44.55
-4935
- 44.-46
-4554
'1 Sap- '010
-46.61
-44'-
-4935
- 44.6`4
-45526
'1 Sap- '010
-46.64
-443-
-49'66
- 44.00'
- 45.408
'1 Sap- '010
-46. -4
-44.66
-49456
- 44.616
- 45.696
'1 Sap- '010
-46. -6
-44.65
-49456
- 44.-94
- 45.6 -'
-, Sap- '010
-46.64
-44.55
-49314
- 44.66'
- 45.456
" Sap- '010
-46. -6
-44.55
-4941
- 44. -56
-45.46
" Sap- '010
-46.66
-44 -6
-4959
- 44.6 -6
- 45.6 -'
"Sap- '010
-46. -3
-44.55
-49494
- 44.642
- 45.6'4
'3-Sap-'010
-46. -6
-44.6
-49 36'
-44.-"
- 45.444
'3-Sap-'010
-46. -4
-4456
-493-4
- 44.-34
- 45504
'3-Sap-'010
-46.9-
-44.66
- 49.66'
- 45,146
- 45. -9'
'3-Sap-'010
-46.6
-445-
-49 36'
-44. '
-45566
'4-Sap-'010
-46.64
-4449
-49'9
-44-1
-45.42
'4-Sap-'010
-4651
-44.4'
-49'-6
- 44.696
- 45.466
'4-Sap-'010
-46.6-
-44.64
-49494
- 44.96'
- 45.696
'4-Sap-'010
-46. -6
-44.65
-49440
- 44. -6'
-4554
'5 -Sap- '010
-46.63
-4456
-49336
- 44.696
- 45.466
" Sap- '010
-46.6-
1
-4449
-49'66
- 44.`6'
-45.42
15Sap- '()1()
-46.69
-44.63
-49542
- 45.146
- 45.65'
2' Sap- '()1()
-46. -9
-4404
-49440
- 44.-94
- 45.636
'6 Sap- '()1()
-46.63
-44.54
-4935
- 44.6-4
-45564
'6 Sap- '010
-46.63
-4454
-49'66
- 44.666
-455(4
'6 Sap- '010
-46.61
-44 -2
- 49'(16
- 44.666
- 45.6'4
'6 Sap- '010
-46.63
-44.66
-49-6
- 42.142
-45516
'- Sap- '010
-46.69
-41 1-
-49.6
33.14'
- 45.49'
2- Sap -'010
-4659
-42.14
- 49..036
-30'0'
- 45.456
'- -Sap- '010
-46.65
-39
-49'9
-?6'
-45.42
2- Sap- '()1()
-49.04
-10 1-
- 49.666
-16566
- 16.99'
'6 Sap- '()1()
-46.65
-1335
-496 -4
- 10 115
- 45.444
'6 Sap- '010
-46 -4
-1040
-49 66'
- 11.-116
-45516
'6 Sap- '010
-46. -1
-19.13
- 49.666
'341'6
42.49'
'6 -Sap- '010
-46.63
-'1.53
- 49.6'6
-'43-
-3919'
'9 Sap- '010
-465-
-49516
-'5'56
-40
'9 Sap- '010
-46.61
-'456
- 49.566
-'S 6-
-41.-
'9 Sap- '()1()
-46.63
- 15.03
- 4900'
- '1.'-4
-. -16
'9 Sap- '010
-46.65
-6.65
-49014
-1 -.446
-'9544
30-Sap-'010
-46. -1
11.15
-49494
-295
30-Sap-'010
-
-1 0'
- 49.636
-2 69
13.464
30-Sap-'010
-16.6-
-1 41
- 43'66
- 3.094
18 084
30 -Sap- '010
-9
() ?9
- 16.96'
0098
3 -6
Appendix C

Nahunta Mitigation Site Annual Monitoring Reportfor2009 (Years)
Appendix C

Nahunta Mitigation Site Annual Monitoring Reportfor2009 (Years)
Appendix C

Nahunta Mitigation Site Annual Monitoring Reportfor2009 (Years)
Date
Water Level (inches)
dd- mmm -vvvv
Tapp
AN18 -7
Tapp
ANN-8
Tapp
ANN-9
Gon
AN18 -7
Gon
ANN-8
Gon
ANA-10
10- Noe - '010
-40
-'9.94
-39 -14
- 15.(52
-34'1'
111 Nov- '010
-40.4
-30'4
- 40.06'
- 15.562
- 34.464
111 Nov -'010
-39.53
-29 -3
-39.63
- 15.4 -5
-34.14
10- Noe - '010
- 40.49
- 30.'1
-4035
- 15.934
-3456
11 Nov -'010
-409-
-30.65
-40 662
- 16.195
- 34.536
11- Noe -2010
-41'5
-30.51
-40926
- 16.495
- 35.154
11- Noe - '010
-4036
-19.55
- 40095
-1555()
-3439'
11 Nov -'010
-413-
-30.63
-41 106
-1039
-35?65
I'- Noe - '010
-41.5
-31?
-41334
- 16.5 5
- 35.(5'
1' Nov -'010
-4191
-3132
-4155
-1699
-35J -'
1'- Noe - '010
- 40.55
-3039
- 40.494
-159-
- 34. - -(
1'Nov- '010
-41.5
-31.05
-41'80
- 16.'6
- 35.6(4
1- Noe - '010
- 42.08
-3133
-4155
-16954
- 35.808
13 Nov- '010
-42"
-3152
-41 -00
-1`.11
- 35.955
13 Nov- '010
-41
-30 4'
-40440
- 15.95'
- 34.93'
13 Nov -'010
-42 0-
-31.09
-41'95
- 16.62
-35.5'
14- Noe - '010
-42.6`
-31 i-
-41 - -5
-1 -?42
-3006
la Nov- '010
-42.69
-31 -1
-41955
-1 -. =5
-30'5'
la Nov -'010
-42.01
-30.9
-41.19
- 16.402
- 35.496
14- Noe - '010
-4255
-3133
- 41. -54
-16954
- 36096
1� Nov- '010
-43.05
-31.65
-42 10'
-1 -.19
-363 -'
I� Nov- '010
-43.'9
-31.56
-42 300
-1 -? -5
-36.45
1�Nov- '010
-4256
-3099
-41454
- 10414
- 35.6 -(
1�Nov- '010
-4334
-3155
-42195
- 1 -.'15
-30704
16 Nov- '010
-43.43
-31.5
-42 10'
-1 -314
- 36.405
10- Noe - '010
-43.46
-31.5'
-4233
-1 -.1-
-3654
16 Nov- '010
-43.15
-31.65
-42142
- 1 -.0('
-36345
16 Nov- '010
-43'-
-31 4-
-42'55
-1-014
-30444
1-- Noe - '010
-4255
-31.1
-41. -3
- 16.495
-35.94
1-Nov- '010
-4359
-310-
-42'-
-16594
-361'
1- Nov- '010
-43.'5
-3033
- 41.634
- 1() .10'
- 35.424
1- Nov- '010
-44.43
-31 '5
-42 `35
-1 -. 06
-36345
15- Noe - '010
-45'5
3'.01
- 43.146
-1 -.566
-3696
15 Nov- '010
-45'3
3'.13
-43 30'
- 1 -.96'
-3691'
15- Noe - '010
-43.'5
-3039
-41394
-16.1
- 35.1 -'
15 Nov- '010
-4451
-31 40
-42 -5
- 1 -.,0'
-36.42
19- Noe - '010
-4531
_3'.15
- 43.4"
-1 -.566
-36936
19 Nov- '010
-455'
-
-43098
-1 -.935
3 -. 1'8
19 Nov- '010
-439
-30 05
-41994
-10414
-355'
19 Nov- '010
-45?
-31 5-
-43 5110
- 1 -. -94
-369'4
'11 Nov- '010
-4555
-
-43 -"
-15046
-.14
'11 Nov -'010
-45.46
-43 -52
-1-9-4
'11- Noe - '010
-44?
-3114
-425-
- 16.`95
-36045
'11 Nov- '010
-45.05
-31.-
-43380
-1 -.41
-365'5
'1 Nov- '010
-45 -4
3' 1
-43554
-1 -.95
-'1'
'1 Nov- '010
-45.5-
''4
-4401
-1-9-4
-'9(
'1 Nov- '010
-44.45
-309-
-42 -1'
-1604'
- 35.916
'1 Nov- '010
-45.4-
-31 -9
-43 ;4
-1 -.53
-369
'' Nov -'010
--159-
-3225
-43995
-1801
"- Noe - '010
-4615
'31
-44'80
- 18094
3 -.455
"Nov- '010
-44.56
-31'3
-431"
-1-038
-36345
" Nov- '010
-45 "
-3155
-43 -55
-1 -.446
-3655'
3 Nov- '010
-4555
- 440"
-1 -. -%
-
,3 Nov- '010
-4555
-31.59
-44 13
-1 -.080
-
'3 Nov- '010
-4439
-31 04
- 43.146
-1604-
363'4
'3 Nov- '010
-45.05
-31.45
-43 -94
-1 -.146
-36945
'4 Nov- '010
-4539
- 31.09
-43 -94
-16915
- 3(. -44
'4 Nov -'010
-46.01
-31 -9
-44'95
-1 -53
-3- '-'
'4-N,,v-'010
-4431
-301-
- 42.606
-15.96
3553'
'4 Nov- '010
-45 --
-31 43
-44 055
-1 -3`4
-36954
'� Nov- '010
-45.59
-31 -5
- 44'0'
-1 -. �()(
-3 -.155
'� Nov- '010
-45.59
-3' 05
-44400
-1-83
3 -.416
'� Nov- '010
-450'
-3134
-43.53
-1- 1-
-365 -0
'� Nov- '010
-450'
-3152
-44146
-1- 1-
3 -.(IS
'( Nov- '010
-44.99
-31.53
-44 154
-1- 06'
3 -. 1'8
'( Nov- '010
-44.51
-3139
-440-
-16 . '(
3 -.03'
'( Nov- '010
-4543
-31 5-
-44334
-1 -A014
-344
'( Nov- '010
-45'5
-31 45
- 44.466
-16 . 96
- -
'-Nov- '010
-45.15
-3116
-44355
-1003
3 -.044
2- Nov- '010
-45 -4
-31 '8
-44556
-16960
3 -.155
'- Nov- '010
-44.96
- 30.69
-43 -94
- 16.456
- 36.43'
'-Nov- '010
-4606
-31.69
-449-
-1 -. �()(
371
'S Nov- '010
-4691
''5
-455-
- 15.'56
3 -.9'
'S Nov- '010
-4 -.00
3' 4-
-45 -1'
- 1850'
-38 05'
'S Nov- '010
-45. -(
-31 44
-44400
-1 -.4"
-369 -'
'S Nov- '010
-46.45
3'.11
-45342
- 15.'11'
3 -.536
'9 Nov- '010
-46.5-
3' (-
-4503
- 15. -00
-38"
'9 Nov - '010
-4(. ->
' -(
- 45.942
-15. X54
- 35.'44
'9Nov- '010
-45.59
-3191
-449"
-1 --1
3 -.45'
'9 Nov- '010
-45.91
3'.16
-45 1-4
1 -1 -.800
-. -4
Appendix C

Nahunta Mitigation Site Annual Monitoring Reportfor2OO9 (Year5)
Date
Water Level (inches)
dd- mmm -vvvv
Tapp
.AN18'7
Tapp
.ANN'S
Tapp
ANN-9
Gon
.AN18'7
Gon
.ANN'S
Gon
ANA-10
30- Noe - '010
-45)4
-
-45426
- 1`.916
- 36.004
311 Nov- '010
-45.91
''1
-45 426
-1 -. ;4
3 -944
311 Nov- '010
-44.66
-3139
-44.61
-16. 16
3 -.1(4
311 Nov- '010
-45.46
-319'
-45 300
- 1 -.3-4
`. -16
111 Dac- '010
-44.96
-31 63
-44 ` -5
-16'1
3`.45'
111 Dac- '010
-44.42
-3096
-445 -4
-13'1
3`.164
01 -Dac- '010
-4431
-16.61
-44.01
- 11.666
- 35.966
01Dac- '010
-4531
-'S`
- 44.634
-13.,1
-36346
0' Dac- '010
-40"
-'9. -5
-4516'
- 14.96'
- 36.9'4
0' Dac- '010
-45.55
-199
-45 ?'2
- 15.5 -4
- 36.696
0' Dac- '010
-43.55
-'8 5
-43.'3
-14314
- 35.05'
0' Dac- '010
- 44.00
-'9 �`
-44514
- 15.(56
- 36.166
03 Dac- '010
-4354
-'9.65
-44.43
-10 054
-30' 4
03Dac- '010
- 43.09
-'954
-44-4
- 15.962
-36.1'
13 Dac- '010
-41 '-
-1659
-42 942
- 14.6`4
-34.66
03 Dac- '010
-419-
-'9.53
- 44.08'
- 15. -15
- 35.644
04Dac- '010
-42.46
-30'1
- 44.656
- 103-8
- 36.466
04Dac- '010
-423'
-3045
- 44.696
- 16.616
- 36. -08
04 Dac -'010
-40.16
-26.6
-42 954
- 15.094
-35.04
04 Dac- '010
-41?-
-3019
-44'98
- 16.10'
-363'4
0�Dac -'010
-4099
-3001
-44'80
- 15.95
-363 -2
01� Dac- '010
-4154
-'9.5'
-44 -66
- 14.666
- 36.636
0� Dac- '010
-40'4
-'8'9
-43542
- 13.09
- 35.436
O�Dac- '010
-40 -1
-'S4
-44'0'
-13.99
- 35,9-6
00Dac- '010
-4051
-'S'1
- 440"
-14.95
-35 -36
116 Dac- '010
-409-
-'91-
- 44.646
-1565
- 36.444
116 Dac- '010
-36.41
-
-42 414
- 14.080
-34'90
00 Dac- '010
-39.04
-'S 1
-43494
- 15.'0'
-35'8
0- -Dac- '010
-36.69
-1651
- 43.00'
-15596
- 35.436
0- Dac- '010
-39?'
-'936
- 44'0'
-1039
- 36.036
01- Dac- '010
3 -.45
'`.54
-42 5-
- 14.9-4
- 34.45'
0- Dac- '010
-3653
- 19.06
-43.63
- 16.10'
- 35.6 -6
116 Dac- '010
-36.93
-'9 -3
-44 454
- 16.-14
- 36.13'
116 Dac- '010
-3956
-30 _-
-45 39
- 1 -.-6'
3 -.116
116 Dac- '010
-3-3-
-16.69
- 43.146
- 15.68'
- 35.088
116 Dac- '010
-3654
-1999
-44040
- 16.894
-36336
119 Dac- '010
-39.14
-300
-45 1'6
- 1 -.6 -4
-36.96
119 Dac- '010
-39.4-
-3089
-45 46'
- 1 -.90'
-'0
119 Dac- '010
3 -.41
-'6.95
- 43.456
- 16.154
-35.4
119 Dac -'010
-35.95
-30.56
-45 054
-1-662
-30 996
10 -Dac- '010
-3939
-31.14
-4552'
-18195
3 -.404
10 -Dac- '010
-39'0
-3119
-45556
-16356
3 -5
10Dac- '010
'. -9
-199
-4401
-1 -.096
- 36.144
10 Dac- '010
-3655
-3033
-44 -66
- 1 -.46'
- 36. -44
11 -Dac- '010
-39.04
-31.14
- 44.636
-1631
- 36.964
11- Dec -'010
-39.05
-31.22
- 44.595
-15.49
-36936
11 -Dac- '010
-36.66
-3089
-44.6-
-18 186
-36.64
11 Dac- '010
-3653
-303
-444 -5
- 14.6 -4
-365 -6
1' Dac- '010
-51
-?6
- 43.66'
- 10,x-'
-35'92
1' Dac- '010
-35.91
-'43-
- 4300'
- 11.60'
- 34.166
1' Dac- '010
33.01
-'4'-
- 42.1'6
-1196
33,55'
1'-Dac- '010
- 19.119
11 S5
-41 '80
-956'
3 35'
13Dac- '010
-'4.45
=13
-39942
9994
- 31.056
13Dac- '010
'04'
11 () 5
-39534
- 10.69
- 30.6 -'
13 Dac- '010
-1 -5-
-1191
-36'66
- 10354
- 19.616
13 Dac -'010
-1- 2
- 11 .52
- 35.655
-11 014
-'97)78
14 Dac- '010
-1 -.95
- '4.08
- 39.136
- 1'.'()'
-30 -3'
14 Dac- '010
-16.16
-'436
-35 9"
-1'. '
- 30516
14 Dac- '010
-1-.44
-'3 .53
- 3 -.6'6
- 11.446
- '9,556
14-Dac- '010
-16.65
-'456
- 36.4 -5
-1'334
- 30525
15 -Dac- '010
-19.66
-'S.4
-35. -9
- 13.000
-31?
I�Dac- '(O1(0
-'1?
-16.66
- 40036
- 14.456
- 3'.464
1� Dac- '010
-1919
-'4 --
-3-494
-12.5
- 3031'
15 -Dac- '010
-'134
-'6S
-39'55
-13. -5
3',(126
16 Dac -'010
-39840
-14.
32 -96
16 Dac- '01(1
'269
'x.45
-39 5"
- 14.00'
2. -54
16 Dac- '01(1
11 . -5
35
-3939
-1333
16 -Dac- '010
-'1.63
-'535
- 39.436
- 11.'(16
3'.46
1- Dac- '010
-16.93
-'4'-
- 39.1'6
-103-8
,'.026
1- Dac- '010
-15.69
' -1
-35 `54
-10 11'
-31366
1- Dac- '010
-124
",08
-3-338
-10654
-30 166
1- Dac- '010
-11.65
" 95
3 -542
- 11.48'
- 30336
18Dac- '010
-1244
'3.9
3 -542
- 1'.-4
- 30046
16 Dac- '010
-129'
-'4 4'
-3-314
-1, X62
- 3055'
18Dac- '010
-1296
-'4.4'
-36 -95
-1''14
-30' -6
16 Dac- '010
-11 56
-'4.4'
- 36.656
-10 166
-30' 4
19Dac- '010
<L'
"�5
- 3(3(1(
-1(1'-
-'9. -6
19 Dac -2010
= 4-
'. -1
-35 )55
-10954
- 29.436
19 -Dac- '(11(1
-6.1-
-1196
-34.41
- 10166
-18,
19 -Dac- '(11(1
-55
294
- 35.01
- 11.036
- '6.646
Appendix C

Nahunta Mitigation Site Annual Monitoring Reportfor2009 (Years)
Appendix C

Nahunta Mitigation Site Annual Monitoring Reportfor2009 (Years)
Appendix C

Nahunta Mitigation Site Annual Monitoring Reportfor2009 (Years)
Appendix C

Nahunta Mitigation Site Annual Monitoring Reportfor2009 (Years)
Appendix C

Nahunta Mitigation Site Annual Monitoring Reportfor2009 (Year5)
Date
Water Level (inches)
dd- mmm -vvvv
Tapp
.WW1
Tapp
AR-2
Tapp
AR-4
Tapp
.ANN -6
Gon.1W1
Gon ANA -3
Gon ANA -6
116 MIN -'011
-45.60
-40'0
9 16
-14.83
34. -1
- '5.03
'4. -5
116 Mm -'011
-46.'0
-4004
- 11.116
-16.45
-35.6'
-'5.69
'5.40
119Dhv -'011
-46.11`
-46.15
- 105`
-1651
-36.1'
- '6.03
-'5.63
09-MIN-,01 1
77 .6'
-4 -'-
-13.66
- 16.611
-.16
-'0
-'6.6'
10-Mm-,01 1
-4 -3-
-4096
-1'.64
-16?'
3 -.66
11
-?4
10-MIN-,01 1
-46.6
4 -.91
-15.6'
-10
'6.4-
-'8'3
11 Dhv -'011
-46.65
-4 -.00
-145`
- '0.16
-39'0
- '6.40
-16.61
11 MIN -2011
-49.60
-48 2-
-12.59
-4035
-29.64
-2951
1' Dh� -'1111
-49.65
-46.11
-10 19
-'1.61
405-
-'9.49
-'9.65
I'-MIN-,01 1
-51.13
-4904
-15 -3
-21.64
-4090
'9 -4
-30.16
13-Mm-'01 1
-51.45
-49.1-
- 15.1;
'13'
41.0-
- 311.00
-303-
13-Mm-'01 I
-51.66
-49.41
- 16.'0
2311
41. -1
3033
- 311. -3
14-Mm-'011
-51.65
-49'-
-11 96
-1 -65
-41.69
-3009
-30.65
la Mm -'011
-5L9-
-4934
-6. -2
-14.6-
42.1-
300-
-31.13
1
-51.69
-46.66
969
-15.66
- 42.03
-19.96
-30 -3
1
51. -6
-46.65
- 13.01
-16.6-
-42.65
-31'4
-31.44
16 MIN -2011
-5156
-46.13
-1' 90
-19.16
-43.02
-31.14
-31.46
Appendix C

Nahunta Mitigation Site Annual Monitoring Reportfor2009 (Years)
Appendix C

Nahunta Mitigation Site Annual Monitoring Reportfor2009 (Years)
Appendix C

Nahunta Mitigation Site Annual Monitoring Reportfor2009 (Years)
Appendix C

Nahunta Mitigation Site Annual Monitoring Reportfor2009 (Years)
Appendix C

Nahunta Mitigation Site Annual Monitoring Reportfor2009 (Years)
Appendix C

Nahunta Mitigation Site Annual Monitoring Reportfor2009 (Years)
Appendix C

Nahunta Mitigation Site Annual Monitoring Reportfor2009 (Years)
Appendix C

APPENDIX C
Graphs of Calculated Conceptual
Boundaries

Gauges Gonder AW1 and Gonder AWN
Distance between gauges (linear feet) 316
Depth to 12.5 Percent Hydroperiod
Monitoring Year AW1 AWN
2010 -17.02 -5.45
2011 -28.27 -12.97
AWl
0
IX
U -5
i."
IX
U -lo
U
U
-15
0
-20
0
-25
A
-30
Gonder AW1 -AW8
AWN
0 50 76 100 150 200 250 300
Distance (feet)
2010 Recorded Depth to 12.5% Success A 2011 Recorded Depth to 12.5% Success
2010 Estimated Depth to 12.5% Success 2011 Estimated Depth to 12.5% Success
Average Estimated Depth to 12.5% Success ® ® ®° Wetland Success Depth ( -12 ")
Field Boundaiv

Gauges Gonder AW1 and Gonder AW8
Distance between gauges (linear feet) 434
Depth to 12.5 Percent Hydroperiod
Monitoring Year AW1 AW8
2010 -17.02 -8.45
2011 -28.27 -12.97
Gonder AW7 -AW8
AW7
AW8
0
257'
389'
-5
-10
..
.................
IX
v -15
-20
-25
A
-3o
-35
0
50 100
150 200 230 250 300
350 400
Distance (feet)
2010 Recorded Depth to
12.5% Success A 2011 Recorded Depth to
12.5% Success
-2010
Estimated Depth to
12.5% Success 2011 Estimated Depth to
12.5% Success
Average Estimated Depth
to 12.5% Success Wetland Success Depth (
-12 ")
Field Boundaiv

Gauges Gonder AW4 and Gonder AW10
Distance between gauges (linear feet) 227
Depth to 12.5 Percent Hydroperiod
Monitoring Year AW4 AW10
2010 -5.98 -15.66
2011 N/A N/A
Gonder AW4 -AW10
AW4 AW10
0
141'
-5
IX
-10
------------------------------
----------- - - - - -- -- -- =N ----------------
A
-15
-20
0 50 100 145 150 200
Distance (feet)
IN 2010 Recorded Depth to 12.5% Success — — — Wetland Success Depth ( -12 ")
— 20 10 Estimated Depth to 12.5% Success , Field Boundan-

Gauges Gonder AW6 and Gonder AW10
Distance between gauges (linear feet) 531
Depth to 12.5 Percent Hv_ droperiod
Monitoring Year AW6 AW10
2010 -5.32 -15.66
2011 -17.99 -28.93
Gonder AW6 -AW10
AW6
0
AW10
17' 343'
-5
- -10
i-------------
- - - - --
-15
a,
-20
a
A
-25
-30
-35
0
100 200 300 400 460 500
Distance (feet)
2010 Recorded Depth to 12.5% Success A 2011 Recorded Depth to 12.5% Success
2010 Estimated Depth to 12.5% Success 2011 Estimated Depth to 12.5% Success
Average Estimated Depth to 12.5% Success — — — Wetland Success Depth ( -12 ")
°Field
Boundary

Gauges Tapp ANVI and Tapp ANV2
Distance between ,au;es (linear feet) 383
Depth to 12.5 Percent Hv_ droperiod
Year ANVI ANV2
2006
-30.98
-22.21
2008
-12.90
-30.78
2009
-7.36
-15.38
2010
-17.29
-25.76
2011
-26.17
-35.14
Tapp AW1 -AW2
AWl AW2
0
-5
222'
-10
i -15
-25£
-30
-35
-40 -F
0 50 100 150 200 250 300 313 350
Distance (feet)
2006 Recorded Depth to 12.5% Success 2008 Recorded Depth to 12.5% Success
2006 Estimated Depth to 12.5% Success ° 2008 Estimated Depth to 12.5% Success
2009 Recorded Depth to 12.5% Success « 2010 Recorded Depth to 12.5% Success
2009 Estimated Depth to 12.5% Success 2010 Estimated Depth to 12.5% Success
2011 Recorded Depth to 12.5% Success — Average Estimated Depth to 12.5% Success
2011 Estimated Depth to 12.5% Success — — — Wetland Success Depth (-12")
Field Boundary

Gauges Tapp AW2 and Tapp AW8
Distance between gauges (linear feet) 210
Depth to 12.5 Percent Hydroperiod
Monitoring Year AW2 AW8
2010 -25.76 -11.96
2011 N/A N/A
Tapp AW2 -AW8
AW8
AW2
0
-5
1'
IX
-10
-15
A
-20
-30
0
50
100 122 150 200
Distance (feet)
2010 Recorded Depth to
12.5% Success — — — Wetland Success Depth ( -12 ")
�
2010 Estimated Depth to
12.5% Success , Field Boundan-

Gauges Tapp AW3 and Tapp AW4
Distance between gauges (linear feet) 711
Depth to 12.5 Percent Hydroperiod
Monitoring Year
AW3
AW4
2008
-26.05
-3.36
2009
-20.55
-1.54
2010
-30.83
-2.85
2011
N/A
N/A
AW3
0
-5
-10
-15
-20
a
A -25
-30
-35
Tapp AW3 -AW4
AW4
0 100 200 223 300 400 500 600 700
Distance (feet)
2008 Recorded Depth to 12.5% Success
2008 Estimated Depth to 12.5% Success
2010 Recorded Depth to 12.5% Success
2010 Estimated Depth to 12.5% Success
°Field Boundary
2009 Recorded Depth to 12.5% Success
2009 Estimated Depth to 12.5% Success
Ai erage Estimated Depth to 12.5% Success
— — — Wetland Success Depth ( -12 ")

Gauges Tapp AW3 and Tapp AW6
Distance between gauges (linear feet) 556
Depth to 12.5 Percent Hydroperiod
Monitoring Year AW3 AW6
2008 -26.05 -11.73
2009 -20.55 -3.11
2010 -30.83 -11.02
2011 N/A N/A
Tapp AW3 -AW6
AW3 AW6
0
272' 447' 529' 545'
-5
-10 ---------------------
---- - - - - -- --
-15
-20
A
-25
-30
-35
0 100 200 251 300 400 500
Distance (feet)
2008 Recorded Depth to 12.5% Success 2009 Recorded Depth to 12.5% Success
2008 Estimated Depth to 12.5% Success 2009 Estimated Depth to 12.5% Success
2010 Recorded Depth to 12.5% Success Average Estimated Depth to 12.5% Success
—2010 Estimated Depth to 12.5% Success — — — Wetland Success Depth ( -12 ")
Field Boundary

Gauges Tapp AW4 and Tapp AW9
Distance between gauges (linear feet) 618
Depth to 12.5 Percent Hydroperiod
Monitoring Year AW4 AW9
2010 -2.85 -33.35
2011 -1.15 -27.5
AW4
0
-5
-10
-15
U
i."
-20
-25
A
-30
-35
-40
Tapp AW4 -AW9
AW9
0 100 200 300 400 500 600
Distance (feet)
2010 Recorded Depth to 12.5% Success A 2011 Recorded Depth to 12.5% Success
2010 Estimated Depth to 12.5% Success 2011 Estimated Depth to 12.5% Success
Average Estimated Depth to 12.5% Success ® ® ®° Wetland Success Depth ( -12 ")
Field Boundaiv

Gauges Tapp AW6 and Tapp AW9
Distance between gauges (linear feet) 410
Depth to 12.5 Percent Hydroperiod
Monitoring Year AW6 AW9
2010 -11.02 -33.35
2011 -1.93 -27.50
AW6
0
-5
-10
IX
-15
U
i."
-20
-25
A
-30
-35
-40
Tapp AW6 -AW9
AW9
0 100 200 300 400
Distance (feet)
rd 2010 Recorded Depth to 12.5% Success A 2011 Recorded Depth to 12.5% Success
2010 Estimated Depth to 12.5% Success 2011 Estimated Depth to 12.5% Success
� Average Estimated Depth to 12.5% Success — Wetland Success Depth ( -12 ")
Field Boundaiv