20110187 Ver 1_Closeout Report_20160523

SUMMIT SEEP
DMS ID # - 94646
FDP CONTRACT # - 003244
USACE ACTION ID SAW -2011-00149
DWQ 401 # 11-0187
CLOSEOUT REPORT: NON -RIPARIAN WETLAND MITIGATION SITE
Project Setting & Classifications
Meeting XY Coordinates:
200 Sam Sharpe Rd, Linwood, NC 27299
Lat: 35.762248°
Long: -80.335049°
County
Davidson County, NC
General Location
Linwood, NC
Basin:
Yadkin 03040103
Physiographic Region:
Piedmont
Ecoregion:
Southern Outer Piedmont
USGS Hydro Unit:
03040103-020010
NCDWQ Sub -basin:
03-07-04
Wetland Classification
Non -Riparian /
Bottomland Hardwood
Ditch Plug Repair
3-2013
Project Performers
3-2013
Source Agency:
DMS
Provider:
Restoration Systems
Designer:
RS / Axiom
Monitoring Firm
Axiom
Plant remediation
RS / Carolina Silvics
Approved for transfer
to Stewardship
Yes
Stewards I
NCDEQ Stewardship
Proiect Activities and Timeline
Milestone
Month -Year
Project Instituted
7-2010
Permitted
3-2011
Construction Completed
4-2011
As -built Document
6-2011
Monitoring Year -1
12-2011
Monitoring Year -2
12-2012
Ditch Plug Repair
3-2013
Bare Root Replant
3-2013
Monitoring Year 3
12-2013
Monitoring Year 4
12-2014
Monitoring Year 5
12-2015
Invasive Plant Control
On going
Closeout Submission
6-2016

Proiect SettinLy and BackLyround Summa
Historically ditched and drained, the 6.9 -acre parcel was used as a cattle pasture for 20+ years. Three ditches drained the
field from a series of seeps located at the tow of slopes along the western and southern easement boundaries. The first and
most significant ditch ran west to east along the southern boundary and directly drained a natural spring located in the
south west corner of the project. All ditches drained directly into an unnamed tributary of North Potts Creek.
In late December 2010, Axiom Environmental put together a 404 jurisdictional area delineation letter and map detailing
existing wetlands within the parcel. It was determined the footprint of the three existing ditches were jurisdictional. The
project received its Nationwide 27 permit in March of 2011, with the authorization to fill these ditches.
Primary restoration activities included the filling and plugging of ditches, the removal of cattle and revegetating of the
entire parcel in native forest vegetation. Functional uplift to water quality provided by the project includes;
- Increased removal and retention of pathogens, particulates (sediments), dissolved materials (nutrients), and toxins;
- The restoration of microtophogrphy and illumination of ditches increasing subsurface storage and retention; and
- The filtration of upland runoff from adjacent land use activities (livestock pasture and row crop production)
Treatment of invasive plant species of concern has been ongoing but not a major issue. The existing fence line had Chinese
privet but other than that, the site has not seen an increase species of concern. In specific areas of the parcel, the native
swamp rose (Rosa palustris) has thrived.
The year two monitoring report and on-site observations made during the 2012/2013 dormant season, indicated ditch plugs
placed during construction had settled lower than expected (— 4-6 inches). The grade at which the plugs settled, was
sufficient enough to allow surface water from seeps and rain events to be drained offsite prior to infiltration. The attached
remedial action plan and figures was sent to DMS prior to implementation. Anticipated impacts were for less than'/2 acre
and concluded impacts were around 0.10 of an acre. 2,100 bare root saplings were planted in areas of disturbance and other
observed low vigor areas (filled ditches). No bare roots were added to any monitoring plots. Species were;
- 800 American elm (Ulmus americana),
- 500 American hornbeam (Carpinus caroliniana),
- 800 river birch (Betula nigra).
Goals and Obiectives:
The 2009 Yadkin Pee -Dee River Basin RBRP identified HUC 03040103020010 as a Targeted Local Watershed (TLW)
(2009 Yadkin Pee -Dee River Basin RBRP, NCEEP 2009). The watershed is characterized by approximately 21 percent
agricultural use with approximately 12 percent of the stream length located in this watershed identified as impaired for
aquatic life according to 2006 DWQ 303(d) data.
The 2009 Yadkin Pee -Dee River Basin RBRP identified stormwater runoff and other development impacts as likely
contributors to turbidity and chlorophyll violations within this TLW. The Summit Seep Wetland Mitigation Project was
identified as a non -riparian wetland restoration opportunity to improve water quality, enhance flood attenuation, and to
restore wildlife habitat within the TLW.
The project goals address stressors identified in the TLW and include the following:
• Remove nonpoint sources of pollution associated with vegetation maintenance including:
a. the cessation of broadcasting fertilizer, pesticides, and other agricultural chemicals into and adjacent to Site
drainage ditches; and
b. providing a vegetated wetland to aid in the treatment of runoff.

• Restore wetland hydroperiods that satisfy wetland jurisdictional requirements and approximate the Site's natural
range and variation.
• Promote floodwater attenuation by filling ditches and enhancing groundwater storage capacity.
• Restore and reestablish natural community structure, habitat diversity, and functional continuity.
• Enhance and protect the Site's full potential of wetland functions and values in perpetuity.
The project goals will be addressed through the following project objectives:
• Providing 4.0 Non -riparian Wetland Mitigation Units, as calculated in accordance with the requirements stipulated
in RFP #16-002835, by restoring 3.914 acres and enhancing 0.186 acres of non -riparian wetland. This will be
accomplished by filling ditches, removing spoil castings, excluding livestock, redirecting hydrology from a spring
across the Site, and planting with native forest vegetation.
• Protecting the Site in perpetuity with a conservation easement.
Success Criterion:
Success Criteria
Measured Parameter
Criteria Met
Wetland:
Wetland Wetland
- 7.5% success criteria
Five (5) Groundwater Gauges
Yes —
RE R
RE
Four of five gauges exceeded the required
Totals
7.5% hydrology in all years.
0.09
Gauge 5 was added late in Yr. 1 (June
Project Component
Stationing /
2011). Remedial action was taken in
Approach
Restoration
February of 2013 and since then, Gauge 5
Mitigation
-or- Reach ID
has exceeded the required 7.5%.
Vegetation:
(PI,PIl etc.)
or Equivalent
- 260 Characteristic Tree
Six (6) Vegetation Plots
Yes —
Species per acre by the end
3.91
Average density of planted stems per acre
of Yr. 5.
3.91
in the Yr. 5 monitoring report was 492. All
Non -riparian
NA
vegetation plots met success with a range
NA
Enhancement
of 364 — 728 planted stems per acre.
Asset Table:
Mitigation Credits
Riparian Non -riparian
Wetland Wetland
Type
R
RE R
RE
Totals
3.91
0.09
Project Components
Project Component
Stationing /
Existing
Approach
Restoration
Restoration
Mitigation
-or- Reach ID
Location
Footage or Ac.
(PI,PIl etc.)
or Equivalent
Footage or Ac.
Ratio
Non -riparian restoration
NA
3.91
NA
Restoration
3.91
1:1
Non -riparian
NA
0.18
NA
Enhancement
0.18
2:1
enhancement
Component Summation
Stream
Riparian
Non -riparian
Buffer
Restoration Level
(linear feet)
Wetland
Wetland (acres)
(square
Upland (acres)
(acres)
feet)
Restoration
0
0
0
3.91
0
0
Enhancement
0
0
0.18
0
0

Asset Map:
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Legend
J'1r� LiT of North Potts Creek
Summit Seep Conservation Easement
Wetland'Enhancement- 0.18 acres (09 WVU)
Wetland Restoration: 3.91 acres (3.91 V1+MU)
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2013 Remediation Plan and Maps
Natural Resourw
Restoration & "enation
January 17, 21413
Paul Wiesner
Western Project Manager
N.C. Ecosystem Enhancement Program
5 Ravenscroft Dr„ Suite 102
Asheville, NC 2.88171
Subject. Remedial Action Platt for hydrology at Summit Seep Non -Riparian Wetland Mitigation
Site [EEP Project ID #946461
Dear Mr. Wiesner,
Section 3.1 of the Year 2 Monitoring Report for Summit Seep recognized observations made
during the 2012 growing season which indicated that ditch plugs placed during construction had
settled. Further observations made during the dormant season indicate that in addition to nettling
ditch plugs, historic ditches filled during construction have settled as well. As a result,.
Restoration Systems preformed multiple transect topographic surveys to determine the degree of
conveyance the historical ditches were having on the Site (Figure 1). Our fundings showed that
overall settling of historical ditches is having a drastically larger influence on surface hydrology
being conveyed off Site than anticipated. The settling in combination with historic micro
topography due to agricultural activities is clearly conveying surface hydrology from tate hillside
seeps and rain events through the Site and into the unnamed tributary. As a result the time frame
for surface water infiltration has been drastically decreased,
Year 2 rain and groundwater gauge data clearly show a direct correlation between rain events
and groundwater saturation with 12 inches of the surface. The Site has seen remarkable results
where gauges are successful and it is our conclusion that minimizing the conveyance of surface
hydrology and thus increasing the infiltration duration will undoubtedly result in hydrological
success_ Thus, it is the goal of our remedial action plan to minimize surface water conveyance,
with minimal impact to the Site as possible. Figure 2 outlines the location were RS plains to
mimic historic floodplain topography by connecting crown elevations in three locations on Site.
Elevations will tie directly into existing crown elevations (Figure 3). This approach is the least
invaSiVe option available, and will undoubtedly minimize the conveyance of surface hydrology..
No Mill - 1101 111N71C$ 5t., suite fit - Raleigh, NG 276 • wtvu resturadomy5trnr.cum • Phonc 919.751.9490 * r;Lx g19.7%9gq2

No work will be done in monitoring areas, and RS has set aside 2,100 bare root saplings to
vegetate disturbed and bare areas throughout the site, a seed mix will also be used to reestablish
herbaceous material as quickly as possible_ All bare root saplings are of species originally
planted, and include a combination of Wows Atrtericana, Ca pinus carvlirr{arra, and Betula
nigra. Sediment and erosion control plans are needed on projects where land -disturbing activity
is greater than one (1) acre (Article 4. Sedimentation Pollution Control Act of 1973), anticipated
land impacts for the remedial action plan will be no greater than 1h an acre (Figure 2), thus a
5&E control permit is not needed, The project's original construction contractor (Land
Mechanics) will be performing the repair which is anticipated to take one day.
If you have any questions please feel free to contact me via e-mail or telephone at 919.755.9490
Sincerely,
az_lc��
Restoration Systems
1101 Haynes St. Suite 211
Raleigh, NC
27604
Attachments:
Figure 1: Topographic Transect Survey
Figure 2: remedial Action Plan — Plan View
Figure 3: Remedial Action Plan —Cross Sections

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Hydrology Data:
Summit Seep 30-70 Percentile Graph for Rainfall (2011-2015)
Data from WETS Station: Lexington, NC 4970 and onsite rain gauge
7
6
5
2
04—mmm-r--m
Gno
� 2011 Rainfall
i 2012 Rainfall
i 2013 Rainfall
i 2014 Rainfall
� 2015 Rainfall
30th Percentile
70th Percentile
Success Criteria Achieved / Max Consecutive Days During Growing Season (Percentage)
Gauge
Yr. 1 (2011)
Yr. 2 (2012)
Yr. 2 (2012)
Yr. 3 Feb.
Yr. 3 (2013)
Yr.Yr.
5 (2015)
March 28 —
March 1—
March 28 —
rows
Growing
March 28 —
March 2 Gro
March Growing
March 28
NRCS Growing
Growing Season
NRCS Growing
Season Start
a
NRCS Growing
Season Start
o
Growing Season
Season Start
Start
Season Start
Season Start
Start
1
Yes / 37 days
Yes / 40 days
Yes / 16 days
Yes / 58 days
Yes / 29 days
Yes/ 96 Days
Yes/ 42 Days
(16.81 percent)
(16.1 percent)
(7.3 percent)
(22.1 percent)
(13.1 percent)
(43 percent)
(19 percent)
2
Yes / 73 days
Yes / 118 days
Yes / 92 days
Yes / 211 days
Yes / 169 days
Yes/ 102 Days
Yes/ 42 Days
(33.18 percent)
(47.6 percent)
(41.8 percent)
(80.2 percent)
(76.5 percent)
(46 percent)
(19 percent)
3
Yes / 23 days
Yes / 40 days
No / 15 days
Yes / 105 days
Yes / 63 days
Yes/ 100 Days
Yes/ 48 Days
(10.45 percent)
(16.1 percent)
(6.8 percent)
(39.9 percent)
(28.5 percent)
(45 percent)
(21 percent)
4
Yes / 67 days
Yes / 115 days
Yes / 81 days
Yes / 232 days
Yes / 190 days
Yes/ 99 Days
Yes/ 63 Days
(30.45 percent)
(46.4 percent)
(36.8 percent)
(86.5 percent)
(86.0 percent)
(45 percent)
(28 percent)
5
NA* / 4 days
No / 8 days
No / 8 days
Yes / 71 days
Yes / 29 days
Yes 54 Days
Yes 39 Days
(1.8 percent)
(3.2 percent)
(3.6 percent)
(27.0 percent)
(13.1 percent)
(24 Percent)
(17 Percent)
Summit Seep 30-70 Percentile Graph for Rainfall (2011-2015)
Data from WETS Station: Lexington, NC 4970 and onsite rain gauge
7
6
5
2
04—mmm-r--m
Gno
� 2011 Rainfall
i 2012 Rainfall
i 2013 Rainfall
i 2014 Rainfall
� 2015 Rainfall
30th Percentile
70th Percentile
Gno
� 2011 Rainfall
i 2012 Rainfall
i 2013 Rainfall
i 2014 Rainfall
� 2015 Rainfall
30th Percentile
70th Percentile

Vegetation Data:
Summary of Planted Vegetation Plot Results
Plot
Planted Stems / Acre Counting Towards Success Criteria
Year 1 (2011)
Year 2 (2012)
Year 3 (2013)
Year 4 (2014)
Year 5 (2015)
1
404
445
364
364
364
2
485
526
445
445
405
3
687
648
648
647
607
4
526
526
486
485
486
5
1133
1052
1093
768
728
6
607
405
405
404
364
Average of All
Plots (1-6)
640
600
573
519
499

Table H. Total and Planted Sterni; by Plot and ,pedes (cnntlnned)
CVS Project Code Summit_ Project Name: Summit Seep
Color for density
Exceeds requirements by 10':. Prol-S- Planted excluding livestakr.s
Exceeds requlrements, but by less than 10% P -ail =Planting including livestakes
Fail. to mect mquirements, by less than 101Y. T- All planted and natural recruits including livcstakes
Falls to meat requirements by more than 10 TInd udes natural recruits
Annual Means
Scientific Name
Common Name
Species Type
MY5 (2015)
PnoLS P -all IT
MY4 (2014)
PnoL5 P -all T
MY3 (20131)
Pnol.5 P -all T
M1Y2 (2012)
Pnol-S P -all T
MY1(2011)
PnoLS P -all IT
MY0 (2011)
Pnol-S P -all T
Acer rubrurn
reo maple
Tree
2
limina triloba
pawpaw
Tree
2
2
2
2
2
2
2
2
2
4
4
4
9
9,
9
14
14
1
BetLla nigrA
fiver birch
Tree
.9
-9
-9
9
-9
9
-9
h
10
10
10
11)
10
10
10
10
1
Carpinus careliniana
American hernbcam
Trec
5
5
5
5
5
5
5
S
5
F,'
6
61
19
19
19
9
9
9
COM-; laevigata
sugarberry
Tree
1
1
1
1
1
1
ECIUS occidentalis
curnmon hackbcrry
Tree
3
3
3
Cornus
dorwood
ShrLborTree
1
1
1
1
1
1
1
1
1'
1
1
1
Cornusamomd.m
silkydoy;wooc
Slhn,b
2
4
2
Diospyrosvirginiana
cornwor, persininior
Tree
6
6
107
7
7
153
10
10
159
10
10
84
9
9
29
11
11
11
Fraxinus permylvainica
greer ash
Tree'
1
11
2
1
1
7
1
1
9
1
1
4
Glecit.iatrincnnthos
honnylocust
Trcr.
1
uglamnigra
black walrut
Tree
1'
cniperusvirginian.a
eastern reccedar
Trec1
1
1
5
LigLidambar styraciflua
sweetgum
Tree
61
17
7
66
13
Pi nustaecia
loblolly pine
Tree
5
5
3
4
Platanusncridentalis
Amerim nsyramore
Trec
15
15
is
is
15
15
15
15
15
14
14
14
11
11
11
10
10
1
Pyrus calleryana
CaPery pear
Exotic
2
QLercus rniehauxii
swamp chestnut oak
Trec
11
11
11
11
11
11
11
11
11
12
12
12
15
15
15
1s
15
15
[Quercus pagoda
cherrybark oak
Tree
5
5
5
6
6
6
6
4;'
4
4
7
7
7
13
13
1.3
4CrCU5 phCllOs
willow oak
Tree
3
3,
3
3
3
3
5
5
5.
61
6
6
7
7
7
7
7
7
Salix nigra
black willowy
Tree
1
Sambucuscanacersis
Commor Elderberry
Shrub
1
1'
1
2
2
2
2
2
2
2
2
2
Ulmusalata
wingcdcim
Trec
1
11
11
11
1
1
1
1
1
Ulm us'Imp ricana
A.mericanelm
Tree
14
14
3i
14
14
20
161
161
49
19
18
53
S
A
9
8
R
Unknowr
lShn.borTree
1
1
1
Stam count
size (ares)
size (ACRES)
Species count
Stems per ACRE
74
13
499.1
74'
6
0.15
13
499.1'
262
171
1767
77
1.31
519.3
771
6
0.15
131
519.3
421
17
284
85
141
57:3.3
851
6
0.15
141
573.3
357
221
240€4
89
13
600.3
89
6
0.15
131
600.3
271
15
1929
95
9
(40.11
95 133
6
0.15
9 121
2
64-7-9 897.1
101
11
681.2
101 101
6
0.15
11 it
6€;1.2 681.2
Color for density
Exceeds requirements by 10':. Prol-S- Planted excluding livestakr.s
Exceeds requlrements, but by less than 10% P -ail =Planting including livestakes
Fail. to mect mquirements, by less than 101Y. T- All planted and natural recruits including livcstakes
Falls to meat requirements by more than 10 TInd udes natural recruits

DMS Recommendation and Conclusion
Based on the success criterion and monitoring data detailed above, the project has achieved its goals. Land use
conditions which were once the direct cause of nonpoint sources of pollution being directly input into receiving
waters have been ceased. A diverse wetland habitat has been established with 24 native tree and shrub species
filtering adjacent upland row crop and pasture land runoff. Wetland hydroperiods have been restored above the
7.5% success criteria. Using the Davidson County NRCS growing season start date, the Site has seen
hydroperiods averaging between 19.8% (gw01) and 45.25% (gw04).
The entire parcel is fenced and there have not been any encroachment issues to date. The restoration,
enhancement and protection of the project site has been successful and the site's full potential of wetland function
has been achieved and is projected to continue in perpetuity. Accordingly, it is the goal of this close-out report
to request that the project close with the mitigation units shown in the Asset Table.
Contingencies
- None

Pre -Construction Cont.:
Panoramic view of Site looking across the existing pasture, along the UT to North Plots Creek. 2010

Pre -Construction Cont.:
Looking west at the main ditch along the southern boundary of property. (20 10)

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Appendix A: Watershed Planning Context of Project of 94646 — Summit Seep
Watershed Characteristics Overview
The Summit Seep wetland mitigation project site is located in western Davidson County, approximately two
miles southwest of the city of Lexington in the Yadkin River Basin (Catalog Unit 03040103). It is located within
HUC 03040103020010 (Potts Creek), which is a Targeted Local Watershed (TLW) in the 2009 Lower Yadkin
River Basin Restoration Priorities (RBRP) plan. The 39 -square mile TLW drains a mixed rural/suburban
landscape along the I-85 corridor between Lexington and Salisbury. The TLW's land cover is 21% agricultural,
46% forested, 2.5% impervious cover, and includes 15 confined animal operations. Degraded (non -forested)
riparian buffers characterize 26% of the stream length in the HUC. There are no waterbodies within the TLW
on the 2014 statewide list of impaired waters [303(d)]; however, North and South Potts Creeks flow into High
Rock Lake (water supply reservoir), which is impaired for chlorophyll and turbidity. Three natural heritage
element occurrences (NHEOs) are documented within the Potts Creek TLW.
Major watershed stressors identified within the 8 -digit CU (Yadkin 03040103), which are also found within the
Potts Creek TLW, include agriculture -related impacts (excess sediment and nutrient inputs, fecal coliform
bacteria, unstable stream banks, degraded riparian buffers, and livestock access to streams) and stormwater
runoff from urban/suburban subwatersheds. As stated in the 2009 RBRP'primary CU goals include the
continuation of ongoing watershed improvement efforts (stream and wetland restoration) and improved
management of stormwater runoff within developed/developing catchments. TLW-specific goals for the Potts
Creek watershed (including the Summit Seep project catchment, 36 acres draining to North Potts Creek) mirror
the CU -wide goals noted above, which focus on addressing stormwater runoff and other sources of turbidity and
chlorophyll (nutrient enrichment) impacts.
Links to Watershed Goals and Obiectives
Project documents indicate that the major project goals include: removing nonpoint sources associated with
vegetation maintenance (fertilizers, pesticides and other agrichemicals flowing into onsite drainage ditches),
restoring wetland hydroperiods, promoting local floodwater storage/attenuation, and restoring the wetland's
natural community structure and habitat diversity. The Summit Seep project has resulted in the restoration of
approximately 4.0 acres of non -riparian wetland, primarily through filling ditches, excluding livestock,
redirecting spring hydrology, and planting with native forest vegetation. Consistent with TLW goals, the Summit
Seep project should directly benefit aquatic habitat and water quality by reducing local sediment, agrichemical,
and nutrient inputs associated with landscape maintenance, and by capturing and treating suburban stormwater
runoff.
Watershed Context Summary
The Division of Mitigation Services (DMS) currently has no other mitigation projects in this TLW, nor are there
any other projects funded through 319, CWMTF, or DSWC (documented as of March 2015). [See map figure
below.]

2016 DIMS Project Closeout: Summit Seep Wetland
0 1.25 2.5 a z
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ICU
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Wetland
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Appendix B. Property Ownership & Protection
The site protection instrument for this mitigation project includes the following docurnent(s), available
at the specified County Register of Deeds office, and is linked to the property portfolio at:
ttp;//ncdenr.s3.amazenavws.com/s3fs-public/Mitigation Services/Document Management
Library/Property/Property Portfolio/34646 5ummitSeepWetlandMit gation PD 2011.pdf
ProlM Name IMS County Granter Property RIChU Dead/Page Plot/Page Area
Summit Seep Wetland Mitigation 94646 Davidson Hillcrest Acres, LLC CE 2014/817 57/19 6.4
Long-term stewardship of this property is managed by the NC DEQStewardship Program.

Appendix C: Permits & Jurisdictional Determinations
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Mitigation Project Summit Seep Wetland Mitigation
DMS IMS ID 94646
River Basin YADKIN
Cataloging Unit 03040103
Applied Credit Ratios: 1:1 1.5:1 2.5:1 5:1 1:1 3:1 2:1 5:1 1:1 3:1 2:1 5:1 1:1 3:1 2:1 5:1
Information from DMS Debit Ledger dated 05/19/2016
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Beginning Balance (feet and acres)
3.91
0.18
Beginning Balance (mitigation credits)
3.91
0.09
NCDOT Pre -DMS Debits (feet and acres): Not Applicable
DMS Debits (feet and acres):
DWR Permit No
USACE Action IDs
Impact Project Name
1-2304AA/AB - 1-85 Widening,
2004-0275
1998-21203
Rowan and Davidson Counties
1.24
1-2511 CB - 1-85 Improvements,
2004-0271
2002-21534
Rowan County
11
0.47
NCDOT TIP R -2568B - NC 109
2004-1245
2001-21280
Improvements, Davidson County
0.75
R-06091A/IB/R-2606 - US 311
Bypass (Future 1-74/74), Guilford
2006-0311
2004-00340
and Randolph Counties
0.05
Statewide ILF Credit Purchase
1.39
0.18
Remaining Balance (feet and acres)
0.01
0.00
Remaining Balance (mitigation credits)
0.01
0.00
Information from DMS Debit Ledger dated 05/19/2016

Mitigation Project Summit Seep (Purchase)
DMS IMS ID 94646
River Basin YADKIN
Cataloging Unit 03040103
Comment: This ledger shows the debits for the amount of mitigation that the Statewide ILF Program purchased from the NCDOT ILF Program.
The beginning balance represents the amount purchased and not the total mitigation credits available on the site.
1:1 1.51 2.5:1 5:1 1.1 3:1 2:1 5:1 1:1 3:1 2:1 5:1 1:1 3:1 2:1 5:1
Information from DMS Debit Ledger dated 05/19/2016
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ry
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Z
O
O
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U
N
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A
Z
Z
U
U
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Beginning Balance (square feet)
1.39
0.18
Beginning Balance (mitigation credits)
1.39
0.09
NCDOT Pre -DMS Debits (feet and acres):
DMS Debits (feet and acres):
DWR Permits USACE Action IDs Impact Project Name
Rowan County Landfill, Phase
2004-0343 2004-30192 2
1
1 0.52
2005-0886 Gold Hill Quarry Project
0.76
2007-1995 2007-03968 Hartley Drive Extension
0.11
0.18
111
Remaining Balance (feet and acres)
0.00
0.00
Remaining Balance (mitigation credits)
0.00
0.00
Information from DMS Debit Ledger dated 05/19/2016