20081555 Ver 2_Monitoring Report Year 2012_20130128

08- 1555 U,.,
5out6ern Environmental Group, Inc.
3 313 South College Road, Suite E. • Wilmington, NC 2841 z
Phone 910-+32-2711 • Faw 910.432.2899 • Email [e-mail]
15 January 2013
Hand Delivery
Ms. Joanne Steenhuis
NC Division of Water Quality 401 Unit
127 Cardinal Drive Extension
Wilmington, NC 28405
Mr. Ronnie Smith
US Army Corps of Engineers
69 Darlington Avenue
Wilmington, NC 28403
Re: Submittal of Croomsbridge Road Mitigation Monitoring Report and Request for Modification of
the Mitigation Requirements for Shelter Creek Lime & Stone
SAW- 2008 -01720 and DWQ 20081555, v.2
Dear Joanne and Ronnie,
With this letter, Southern Environmental Group, Inc. (SEGi), on behalf of Shelter Creek Capital, LLC (herein
referred to as the "Permittee "), is pleased to submit the first mitigation monitoring report for Croomsbridge Road.
As discussed with you, Ronnie, the report does not include stem counts of the planted trees. This is due to the
difficulty in locating the stems among the herbaceous vegetation. SEGi will submit a vegetation count by 31 May
2013, which will complete the first monitoring report.
With that said, SEGi is requesting the Agencies' consideration of changing the mitigation report submittal date
from 31 December to 31 May, of each year. Should this be an acceptable request, the next monitoring report will
be submitted by 31 May 2013.
Thank you for your consideration. If you have questions or need fiuther information, please feel free to contact
me at 910.452.2711 or via email at dlutheranAsegi.us.
- ; Sincerely,
Dana A. Lutheran Il f
Project Manager JA 14 2 2013
Enclosures (1) W ds� 0AL11y
Cc: Ms. Karen Higgins— Division of Water Quality 401 Oversight Raleigh
Mr. Kyle McIntyre — Shelter Creek Capital, LLC

Croomsbridge Road Mitigation Site
Monitoring Report
for
Shelter Creek Capital, LLC
(USACE Action ID#: 2008- 01720/DWQ Project #: DWQ 3849)
Prepared for:
Shelter Creek Capital, LLC
12121 NC Highway 53 East
Maple Hill, NC 28454
910.259.0671
Prepared by:
Southern Environmental Group, Inc.
5315 South College Road, Suite E
Wilmington, NC 28412
910.452.2711
Monitoring Date: 28 December 2012
Date Prepared: 1/17/13
4.{k . .

Croomsbridge Road Mitigation Monitoring Report (Page 12) 5F—Gi
Table of Contents
Section
Page
I.
PROJECT HISTORY AND CURRENT STATUS .................... ...............................
3
A. Permitting .............................................................................. ...............................
3
B. Mitigation ................................................................................ ...............................
3
H.
PROJECT SITE ........................................................................... ...............................
3
III.
MITIGATION SITE DETAILS .................................................. ...............................
3
A. Riparian Creation .................................................................. ...............................
3
B. Riparian Enhancement ............................................................ ...............................
4
C. Riparian Restoration ............................................................... ...............................
4
IV.
SUCCESS CRITERIA ................................................................. ...............................
4
A. Vegetative Success ................................................................. ...............................
4
B. Hydrology .......................................................................... ...............................
4
V.
MONITORING DATA .......................................... ...............................
5
VI.
SUMMARY ................................................................................. ...............................
6
Appendices
Page
1 Croomsbridge Road Mitigation Site Grading Plan ...... ............................... i
2 Monitoring Well and Data Plot Location Map ........... ............................... ii
3 Monitoring Well and Rainfall Data ........................ ............................... iii
2

Crooms6ridge Road Mitigation Monitoring Report (Page 151 5F—Gi
I. Project History and Current Status
A. Permitting
Shelter Creek Capital, LLC (herein referred to as the "Permittee ") has undertaken limestone
mining activities at the Shelter Creek Quarry (SCQ), located south of NC Highway 53 and
Angola Bay, west of Old Maple Hill Road, northeast of Burgaw, Pender County, North Carolina
(Latitude 34.63206 and longitude - 77.74502). The Permittee is currently cultivating and
maintaining an open pit limestone rock quarry, which involves mechanized land clearing,
excavation and extraction of soil, marl and limestone from 173.5 acres of land. The Permittee
plans to extract approximately 45,000,000 tons of marl and limestone. To facilitate the mining
activity, the Penmittee has secured the North Carolina Division of Water Quality (DWQ) and the
US Army Corps of Engineers (USACE) authorizations, in the form of an Individual Certification
and the Department of the Army (DA) Individual Permit. These authorizations allow the
discharge of fill material into 43.82 acres of jurisdictional wetlands at the quarry site. To date,
6.33 acres of wetlands have been impacted.
B. Mitigation
In order to offset the impact to wetlands, the Permittee has elected to utilize a combination of
compensatory mitigation components, which consists of payment to the NCEEP and permittee
responsible mitigation, in the form of restoration, creation, and enhancement. While payment for
5.5 acres of non -riparian wetland restoration credit has been accepted by the NCEEP and such
payment has been confirmed by the agencies, the Permittee was approved for and has constructed
a 158 -acre off -site creation/ enhancement/restoration wetland mitigation site off of Croomsbridge
Road.
II. Project Site
The site is situated adjacent to the North East Cape Fear River. Southern Environmental Group performed
a wetland delineation, which has been verified by the USACE. According to the grading plan,
approximately 87.43 acres of wetlands exist within the parcel boundaries (Appendix 1).
III. Mitigation Site Details
In accordance with the issued State and DA permits, the permittee shall establish, enhance and/or restore
a minimum of 41.78 acres of riparian and non -riparian wetlands, at the Croomsbridge Road Mitigation
site. In total, the Permittee anticipates being able to produce 42.2 acres of wetland creation, enhancement
and/or restoration. The following sections discuss the work that has taken place in each mitigation
component:
A. Riparian Creation (38.51 acres)
The Permittee created a total of 38.51 acres of riparian wetlands at the Croomsbridge Road mitigation
site. Target elevations of ordinary high water levels are shown on the grading plan (Appendix 1).
After grading was completed, each section was seeded with a native riparian buffer seed mix, and
final planted took place in November of 2011. A selection of hydrophytic trees including green ash
(Fraxinus pennsylvanica), river birch (Betula nigra), American elm (Ulmus americana), cherrybark

Croomsbridge Road Mitigation Monitoring Report (Page 1 41
5EG
oak (Quercus pagoda), water nut hickory (Carya myristicaeformis), tulip poplar (Liriodendron
tulipifera), and bald cypress (Taxodium distichum) were planted.
B. Riparian Enhancement (3.46 acres)
The two borrow pits on the mitigation site were modified in order to convert them from open water
features into wetland systems which are comprised of a more diverse mix of hydrophytic herbaceous
and woody vegetation. The pits have no outlets and retain excess water. The pits were first pumped
down into adjacent wetlands and then connected to adjacent wetlands by a created wetland area.
Target elevations of ordinary high water levels and the creation areas at each pit are shown on the
grading plan (Appendix 1). The creation areas were seeded with a native riparian buffer seed mix and
planted with select hydrophytic trees, which are listed in the Riparian Creation section of this report.
C. Riparian Restoration (0.13 acre)
After completion of each of the 3 stages of wetland creation and enhancement, historical fill roads
through wetlands were removed and the road beds were returned to a grade equal to the existing
wetlands immediately adjacent to the restoration areas. After grading was completed, the areas were
seeded with a native riparian buffer seed mix, and planted with select hydrophytic trees, utilizing the
species listed in the Riparian Creation section.
N. Success Criteria
The proposed success criteria for a viable wetland system will be based on the presence of three of the
three criteria (vegetation/hydrology /soils), described in the 1987 USACE Wetland Delineation Manual',
and the Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Atlantic and Gulf
Coastal Plain Region. The mitigation site will be deemed successful once it meets the three wetland
parameters outlined in the manual and as fiuther described below:
A. Vegetative Success
The success of wetland vegetation planting for the created, restored, and enhanced wetland areas will
be gauged by stem counts of planted species, within the mitigation areas. Species survival must meet
or exceed 320 three year old trees, after three years and 260 five year old trees, after five years. All
wetland mitigation areas must be dominated by more than 50% hydrophytic vegetation.
B. Hydrology
The minimum requirement to meet hydrology success criteria for all created and restored wetland
areas will be saturation within the upper 12 inches of the soil for 12.5 % of the growing season. The
minimum requirement to meet hydrology success criteria for the enhanced wetland areas will be
saturation within the upper 12 inches of the soil for 6% of the growing season.
Hydrologic monitoring wells were installed in accordance with the document entitled, "Technical
Standard for Water Table Monitoring of Potential Wetlands Sites ", dated June 2005 (included as part
of the USACE Individual Permit packet). Seven monitoring wells were installed at locations across
' US Army Corps of Engineers. Regulatory Guidance Letter, No. 02 -02. Subject: Guidance on Compensatory Mitigation Projects
for Aquatic Resource Impacts under the Corps Regulatory Program Pursuant to Section 404 of the Clean Water Act and Section
10 of the Rivers and Harbors Act of 1899.
4

Crooms6ridge (load Mitigation Monitoring Report [Page 151
SEGi
the site (Appendix 2). Graphs with the well data plotted against rainfall data are attached (Appendix
3)
V. Monitoring Data
Two 30' radius (0.065 -ac.) circular temporary vegetation monitoring plots were established at random
locations in two areas of the wetland creation areas (Appendix 2). Stem counts of planted trees were not
done during this monitoring event, as it became obvious of the difficulty in location of stems within the
dense herbaceous cover. We are requesting a modification to the permit in order to change the date at
which yearly monitoring reports are due, from December 31, to May 31. This will give us the
opportunity to observe the planted trees after they have grown leaves for the year, and get correct counts
and make correct identification of species. Quantitative assessment of herbaceous cover was assessed, as
was species diversity. Hydrology and conditions of the soils at each location were also assessed.
Data Plot #1: Lat. /Long.: N34.6461 W77.8861
There is an estimated coverage of approximately 70 percent of the ground surface by hydrophytic
vegetation. The dominant herbaceous vegetation in this plot includes three or more species of beak
rushes (Rhyncospora spp.), two species of panic grasses (Panicum spp.), caric sedge (Carex spp.), 2
species of St. Johns wort (Hypericum spp.), 2 species of primrose - willow (Ludwigia spp.) and
yellow eyed grass (Xyris spp.).
A hand auger was used to dig a soil pit in this plot to inspect the profile and hydrologic condition of
the soil. The soil profile revealed 2 inches of IOYR 3/1 loamy sand. From about 2 inches and
deeper, the dominant soil color was 90% 10YR 511 sand with 10% 10YR 5/6 mottles. There was 3
inches of water ponded in the sample area, prominent water stained leaves observed throughout.
Data Plot #2: Lat. /Long.: N34.6443 W77.8843
There is an estimated coverage of approximately 95 percent of the ground surface by hydrophytic
vegetation. The dominant herbaceous vegetation in this plot includes two species of beak rushes
(Rhyncospora spp.), two species of panic grasses (Panicum spp.), boneset (Eupatorium
perfoliatum), 2 species of St. Johns wort (Hypericum spp.), 2 species of primrose - willow (LudWgia
spp.) and yellow eyed grass (Xyris spp.). One volunteer specimen of wax myrtle (Morelia cerifera)
was observed within the plot area.
A hand auger was used to dig a soil pit in this plot to inspect the profile and hydrologic condition of
the soil. The soil profile revealed 1 inch of 10YR 2/1 loamy sand. From 1 inch and deeper, the
dominant soil color was 90% IOYR 511 sand with 10% IOYR 5/6 mottles, with few oxidized
rhizospheres. The water table in the plot area was at the surface, with some ponding and water
stained leaves.
VI. Summary
The first annual monitoring event was performed on 28 December 2012. Two data plots were randomly
selected to sample the vegetative composition of the mitigation site. No planted trees were counted.
There is a good coverage by a healthy and very diverse variety of herbaceous hydrophytic vegetation in
both plot areas. The two plots exhibit ample hydrology to support a diverse wetland vegetative
composition. There is also evidence of colonization by native woody hydrophytic vegetation.
Monitoring Well 6 is located near Data Plot 1, and reflects a hydrologic regime that is beginning to meet
the criteria for wetlands. The well occupies slightly higher landscape position than the plot however. The
5

Croomsbridge }load Mitigation Monitoring Report [Page 161
5F.G
observations made during monitoring illustrates that this area satisfies the hydrologic parameter for
wetlands. Monitoring Well 4 is located adjacent to Data Plot 2, and has continued to show a water table
that has been less than 12 inches below the soil surface for the majority of the time that it has been
installed. The mitigation site as a whole is stable, has very good coverage by hydrophytic vegetation.
We are requesting a modification to the permit in order to change the date at which yearly monitoring
reports are due, from December 31, to May 31. This will give us the opportunity to observe the planted
trees after they have grown leaves for the year, and make correct identification of species. We will
submit another report on or before May 31, 2013.

Appendix 1
Croomsbridge Road Mitigation Site Grading Plan

SHEL TER CREEK CA P1 TAL, L L C VOLUME O ATEa� OF1 CUT PROJECTED
CROOMSBRIDGE ROAD TRACT STOCKPILE STORAGE AREA AVAILABLE
Grading Plan for Wetland Creation = 2x1,000: Cubic Yards
38 51 ACRES PROPOSED WETLANDS CREATION
Loclrr COLOTY, ACRINC4R n�A 013 ACRES PROPOSED WETLANDS RESTORED
DATE 1RCH20,NtlR/N CAROLAN
DATE Mwa'aaurr 346 ACRES PROPOSED WETLANDS ENHANCED
SCALE ?12W
SHELTER CREEK CAPITAL, LLC
lot t cm
12121 HM 53 EAST
MAPLE HILL. NC 25454
LMffS OF
DISTURBANCE UM
�(1
►
�'
- '
1
i
� , WOa�A(rll J???ifffiiilt •i'y� �
� BTANOIRD NDiES -
N�w0.wt 6iI0¢ A[¢aY>[D CW M OL-Wa' ...Grit
aOrI.VO.' [pq wr �
M]l•POEI®PAL AtliES
} W � d 9A2W � tOpYY V (Y6Aq
t Y>•9.,LL. attR YO aa.¢oap� �� at¢>
l'ILaam /p N'�'i AKUN' SrW. iCWM „P�5[ P¢C,O.
, � awl 6G ta4M tlRaf. /wµ O•oaR. ro [.9.4 M9mt
N,n1a[WR A LDPQwa¢ u.
>¢aNllat tfw>¢D ,pen3
r Mad, rLla¢\,Ifn.>�w sy,M•V,� \ \,m, r+�_. u'+(>II
l °O, m,a ,ta rttmwtawts ®O °� -
66 25 ACRES TOTAL UPLANDS
asn 87 43 ACRES TOTAL WETLANDS
153 68 ACRES TOTAL
6
T:mo
�S�i -. ...- r. av '�� \1•_.x..5 �',�
S
fli
F
mC 0 20W .00
LEGEND
W • �a[a,aas
M • ..¢ wgrwr
•
2--- E)
PRELIMINARY PLAN
NOT FOR RECORDATION OR CONVEYANCE
NOT WELL HOVER DESIGN ea'meA<NDTrs
SERVICES 'SHELTER GREED CAPITAL, LLC a am.�..e••' Mrs i. w
GROOMS BRIDGE ROAD TRACT
EROSION 8 MIMENT CONTROL PLAN'
SHEETS 1 -S
FOR ADDITIONAL INFORMATION PERTAINING
- yytos- TO EROSION CONTROL METHODS, CONSTRUCTION
SEOUENCES AND ADDITIONAL NOTES
BENCHMARK LOCADONS AND ELEVATIONS CO1« �" O1A �M11i° 1O1p ��._..
a,,,,,� SHELTER CREEK CAPITAL, LLC
GROOMS BRIDGE ROAD TRACT ' = �>
INDEX 70 DRANiNCS �� man oeB
9QI MS tttCIVIgI LL�a Ms
In>I -, as i�npmo®, c.nrN• LLC pRl
K> wad
.s s..o _ sv a „"��r. -•n .�a� m.ms a rt ,
HANOVER DESIGN SERVICES. PA
¢O�t b'�ttx _ .�rL;i-'�i��•- �S.'cG•T��J'C'Z:L - �S-rr -• Mitt lwl`YY IA
lot t cm
- '
1
S
fli
F
mC 0 20W .00
LEGEND
W • �a[a,aas
M • ..¢ wgrwr
•
2--- E)
PRELIMINARY PLAN
NOT FOR RECORDATION OR CONVEYANCE
NOT WELL HOVER DESIGN ea'meA<NDTrs
SERVICES 'SHELTER GREED CAPITAL, LLC a am.�..e••' Mrs i. w
GROOMS BRIDGE ROAD TRACT
EROSION 8 MIMENT CONTROL PLAN'
SHEETS 1 -S
FOR ADDITIONAL INFORMATION PERTAINING
- yytos- TO EROSION CONTROL METHODS, CONSTRUCTION
SEOUENCES AND ADDITIONAL NOTES
BENCHMARK LOCADONS AND ELEVATIONS CO1« �" O1A �M11i° 1O1p ��._..
a,,,,,� SHELTER CREEK CAPITAL, LLC
GROOMS BRIDGE ROAD TRACT ' = �>
INDEX 70 DRANiNCS �� man oeB
9QI MS tttCIVIgI LL�a Ms
In>I -, as i�npmo®, c.nrN• LLC pRl
K> wad
.s s..o _ sv a „"��r. -•n .�a� m.ms a rt ,
HANOVER DESIGN SERVICES. PA
¢O�t b'�ttx _ .�rL;i-'�i��•- �S.'cG•T��J'C'Z:L - �S-rr -• Mitt lwl`YY IA

.N�
N *OZ4�"
\\��
\\` \� v�A vv �..� A v vvAAVAv \ \:vAvyv::A`�
\.\
Vii;; \ \\ \, \ ,\ \` \ \ " \ \\ \\ \\ \� \��\\ \\ \ . \\ \ ��
MATCHLINE -SHEET
LEGMN
• Vo¢ +mmwsma.�..ww�+n�un --..s l>n
NOTE.SEE SHEETS 9 8 9 FOR
ADDITIONAL DETAILS AND
SPECIFICATIONS
PRELIMINARY PLAN
NOT FOR RECORDATION OR CONVEYANCE
9 /p
O
O
toAD
a O
� O
SPOILS
a+�T��laOPeN 1 0
(TYVIGAL)
3 SHELTER CREEK CAPITAL, LLC
CROOMS BRIDGE ROAD TRACT
w o w rm
r. ec a.R n emu. � rwr.� u� I oyr
.rw[ r.L +C !sq• rrau •ro-]L -Orm V�
,p °� •" 4.m wniam HANOVER DESIGN SERVICES. PA

«o rc
L, 3 ( ?r LL o A ?
ich O1
I
�
o �®
Dl-
2.5 ' ",� 7 �o
WEI
Jog
Luop
ores aicmi>�
i 11.5'
- 12.0• �� r �� / t
. . . . . @/f _ •9 -12.U-
12:0" ®a
/I. CREATED
� I; t
13.38 Acresa ► , , o ° fill
I
Lu
ui
'• '! a U
La
J 16
V :.I, ,� �,; / /!,j %/f o : /, b'^- - - -
41
,tea - I %$,(,
7 ' ®I
J ,
, %i% .j ' jj; i /,• i � /'/ a „',''d'� / / %; j /, 1t / "ff /, if i�.�'t:
' ii-i, �i'��ii'i'i/ %' ' .�''�%1 I�'✓�� /, %i I b ';' /� /�.� _' ,!� /, /' 6��� 81���i��
, i.� /'�i;� %,�, j;:�!; /,� i�',�T� -}[;, ; % /�iR ®� da ,i /: / /bra 1 %� /, � j ', 'q •i /�i;;, +` jtli�lil
iii
O.
0

t.\\ :.: \. \.•.`` .\. \ ,. ,�` \, \ � \.\• \\ ��� ♦ CQ ilk �°
\. \•`. \\: \ \ \\ `\� \\� \\ \ \ \ \`'� Kul
Lij
LO
4,4n \\• ° o
da® • U C6
Lo
• O �O- ,¢',- . 4' O `\ \ :.\• \\\\ \` \��;\�� —� ' / \�a��\ \ � \, F III
;r \ \''•' \\ \\\ ,.... \ •\ \\fie ,�`_� \\ \\•�.: \\ �- _ ' R J � �\ �- %.•,: \ \\��
IN
NN
\ \\`\ \•\ \�� \\ \`• \ \\ \ \\
l�If�
asl
7
1
1.�
ep t�E 5i.5i 1 ��
• 1i93 lii���
®®®
I

R H2\ cu;
F aO
WILLIAM 0 @ALL �
S '026 BK 3494 PG 18] � Z
LLO YW a �IdZ
1Q43Aq.. 4 Q W Q i3b
Z noc U m
jo
wq, R w o yam'
Z
— % ESTORED° `2e 41
' .3914C. UPLANDS TO REMAIN
p90 _ R u
LW
/A,
CREATED
1.78Acres °a ;,rg /'_ Y r't ,� /
NXV� 1Y
ob
i ;i „'©1,2i� : • .`.� 'y ,;, a” Cit ;1 ''i i r� Y� ilt9
CREATED
", ;', 3 . ';; ;, :; , %. ,,; • . spa ,,r�.x. �-
' ,att
jk
�;,a ffis tftl�
MATCHL1NE' SHEET 4 ,il`� - -- / 11,/

�z5
X26
<2e
SPOILS
LOCATION
E%19TNO 6, 80E SLOP"
dRrROI1D RYPWAU
NOTE SEE SHE 8 8 9 FOR
ADDITIONAL DETAILS LS AND �
PRELIMINARY PLAN SPECIFICATIONS Qi k
NOT FOR RECORDATION OR CONVEYANCE
I, �` SPOILS �2 °° ,GeO2i
�•' ' �, i LOCA T'`' - -- - - •- - - _ -S � 2e SOON
'' �✓� RESTORED
0.02 Acres OS99
CREATED
_ . �/ . - 0.73 Acres
m I 1 O: 9.6' R STORED,
9.5 - - - a!' r 0.04 Acres
*D
%•, .1' ; ;- L• /; �� � / % //, ///j jj; ' 3AC yep s ��'`
a a ti
a : ORT ROAD Jg,
SPOILS
LOCATION
&I em SLOPM
TD
ID 1.
1 am.
n, TD)l' CREATED'
m cn , 2.4a,,AC[es /,;,,; oft
I Q,i=i �ji / /,i/ / ,� %/ %�✓ a FI �, ate'
i
MATCHLINE —SHEET 7 SHELTER CREEK CAPITAL, LLC
LEGENDS GROOMS BRIDGE ROAD TRACT
8T a �r
® _ _ LL er••
_ = .wc z rc n.w .r.no-av -awr o-..
Q o- ® E AVWV� ER N SERVICES, PA a
9
. wa+ mmev .m.�....v.r..wu��a..�r.,..... ro•o

mum=
-MATCHLINE IS•ET 6 SPC
TO .. . . . . . . L A'V �"g . . . . . . . . .. Gt 810E
TD
m — TD ' /,'% ...... /a OI . . . . . . . . . . .
CREATFt) - - - - - - - -
Z' 'Z[ 0.'85 A:d6S - - - - - - - - - - -
18
To . . . - - - - - -
Regulated,
Wetlands Regulated'
we nds Arrea
TD
TD
3
. . . . . . . ... . . . . . . .
TD
. . . ... . . . . . . . . . . . .
. . . . . . . . . . . . .
. . . . . . . . . . .
TD
.76.
TD
RZ • 8
'MR0,
TD
TO
r-71
Well
ands
X/
vA VG
LEGEND
L
t-MrL11V111'4MMT PLAN
NOT FOR RECORDATION OR CONVEYANCE
PARK LAKE PROPERTIES. LLC
6K 2536 PG 241
NOTF-SEE SHEETS 8 & 9 FOR
ADMONAL DETAFLS AND
SPECIRCA77ONS
�F
GPQ /,
SHELTER CREEK CAPITAL, LLC
CROOMS BRIDGE ROAD TRACT
HANOVER DESIGN S
MM:=

TaT�R
L7
sLCOra.sLB
fir- _ a +� •'� !
Y
WETLAND CREATION PROFILE (TYPICAL)
(g 1
—TrU K
0
RF21 0 OZ Ac. r+ j
`t'- wwE`o�yEa�
wrscT'fe'�6 ..�t4
VOLUME CALCULATIONS
APPROXIMATE ouANTRY OF CUT PROJECTED
=115,000 3 Cubic Yards
STOCKPILE STORAGE AREA AVAILABLE
=221,000 2 Cubic Yetis
CREATED WETLANDS AREA
0 13 ACRES PROPOSED WETLANDS RESTORED
LOWEST E=TNG
66 25 ACRES TOTAL UPLANDS
aann
UOSJNO AD..T ■EEAJD
i$
153 68 ACRES TOTAL f
g fEUPORMV pvOtSld
GRAM GRADE ELEVATION
RSRp1M pvSAypN
lD0 � l00 .ar
aw[ w r¢r r . taJ
NOTE MELL
FSMLCREATEDMETlANO ORADESTOECSTABUN6LAT
"L GRADE
OR SELONRTE LOWEST FGM OF LIE EOSIGIOADJIICENT
PROPOSED S' TARDET EIEVATO.
xDE TRLL TT]pplARV dYOISIds ro 8[ aam4D ONCE
E RDN
INE%AND N ACCORDANCE VRTN DIRECTION OF THE U S QoE
GRADE (TYPICAL)
IP�A� ,YEAS ARC CdrPI[lED AND DA
AADSOUNERNENVWONNXNTALGROtP NRC. -- -- --
7
e
—TrU K
0
RF21 0 OZ Ac. r+ j
`t'- wwE`o�yEa�
wrscT'fe'�6 ..�t4
VOLUME CALCULATIONS
APPROXIMATE ouANTRY OF CUT PROJECTED
=115,000 3 Cubic Yards
STOCKPILE STORAGE AREA AVAILABLE
=221,000 2 Cubic Yetis
I
k
1
I
CREATED WETLANDS AREA
0 13 ACRES PROPOSED WETLANDS RESTORED
LOWEST E=TNG
66 25 ACRES TOTAL UPLANDS
aann
UOSJNO AD..T ■EEAJD
c
C p�
153 68 ACRES TOTAL f
g fEUPORMV pvOtSld
GRAM GRADE ELEVATION
RSRp1M pvSAypN
lD0 � l00 .ar
aw[ w r¢r r . taJ
NOTE MELL
FSMLCREATEDMETlANO ORADESTOECSTABUN6LAT
"L GRADE
OR SELONRTE LOWEST FGM OF LIE EOSIGIOADJIICENT
PROPOSED S' TARDET EIEVATO.
xDE TRLL TT]pplARV dYOISIds ro 8[ aam4D ONCE
E RDN
INE%AND N ACCORDANCE VRTN DIRECTION OF THE U S QoE
GRADE (TYPICAL)
IP�A� ,YEAS ARC CdrPI[lED AND DA
AADSOUNERNENVWONNXNTALGROtP NRC. -- -- --
I
k
1
I
/
.uhf. r l
rman
i/ Q o-
GNA,Y NAIw ! gteN
SHELTER CREEK CAPITAL, LLC l "
PRELIMINARY PLAN GROOMS BRIDGE ROAD TRACT -zoo
NOT FOR RECORDATION OR CONVEYANCE
,y awm °p L°iOi° v¢ W WOVER DESIGN SERMES. PA D
38 51 ACRES PROPOSED WETLANDS CREATION
0 13 ACRES PROPOSED WETLANDS RESTORED
3 46 ACRES PROPOSED WETLANDS ENHANCED
66 25 ACRES TOTAL UPLANDS
aann
87 43 ACRES TOTAL WETLANDS
c
C p�
153 68 ACRES TOTAL f
Y
o�ix J
lD0 � l00 .ar
aw[ w r¢r r . taJ
/
.uhf. r l
rman
i/ Q o-
GNA,Y NAIw ! gteN
SHELTER CREEK CAPITAL, LLC l "
PRELIMINARY PLAN GROOMS BRIDGE ROAD TRACT -zoo
NOT FOR RECORDATION OR CONVEYANCE
,y awm °p L°iOi° v¢ W WOVER DESIGN SERMES. PA D

Appendix 2
Monitoring Well and Data Plot Location Map

1 1)
IPSL OF SS M.k, 5 AND SPM�ICATIOVS APE AS PEP THE -ER
38.51 ACRES PROPOSED WETLANDS CREATION
STATE MS
�,-E -E� COM -TROL PLANNING AND DESIGN MAKOAL- CW THE STATE 1:0-
NECAR��',:Cl DEPA.1.1 OF E."I.1 AND ..Turx RESOUPcrs 0.13 ACRES PROPOSED WETLANDS RESTORED
LA fE5/ EDITION. PRAL 17CE NWRERS REFER TO fW IIAWAL
5 3.46 ACRES PROPOSED WETLANDS ENHANCED
ET,
ETWEN
66.25 ACRES TOTAL UPLANDS
RM DETAIL 87.43 ACRES TOTAL WETLANDS
153.68 ACRES TOTAL
NOTE-..
TO
r
�5 PLAN 70 BE LIMIM AND fig]
REVITVIED ONLY IN G
ON
WM THE MI '
TTEN ARRA11W
*OCH IS AN INTEGRAL PART
,-=.DS110.1NA"0 T -Ir-
FPT—Pn
r r I :� 200' 0, 200 4C,
-0 ITS
.3P AC. UPLANDS TO REMAIN
SCALE IN FEET. I'- 00G,
I CREATED
13.3B A-
L
> 1 iESTOREID
7
IPWATED
Data I. lot :1
D. Aa-
2.
L
k W
.04 A-
JU MW3 QW2­-
ed 7
We Ian s rea,
M 17
VVb"'
4,c t
1p id_�,
MW4
"d
IVIVIVI
'n
W,
W
.7
zm
afa F 16 t
T
-Regulatg IF
At"
VptliW
0.
4.
gp
ke
Kmz�,
j
G
\ - .2
LEGEND
TEMPORARY SID14"I 111APS
E.I. P. CREATED
E-TLANDS
-.Ppx)posm ELEVATION
( SEE NO11 W 9� 0 KGAIMK RESTDRED
PRWD5M �A� Ili MOW K?tA.os) WETLANDS
Lb al EN fIRLIL1,10 i va I I:N
EwAN=
TD VOLUME r.Al r.H1 ATI(')KIq .1 FLOW DfREC710.
\ . i NOrE;SEE SIWS 8 & 9 FOR ADDITIONAL DETAILS
Q - Final Monitoring Well Location
0 - Vegetative Data Plot Location
APPROXIMATE QUANTITY OF CUT PROJECTED CIO—S P-1- fd_- SPd;—t 7—:- TOLL Itt 10.-
=1 15,000 t Cubic Yards IRI-1 IV 0151 LKELD S TO, va; r myr-R. T, 1: in, 01 10) MIN Si WLIP IRA, S'A n I, GIX1,11 WL I K IRA= BAF`�LES
ARE I- X 3LOD LENOTI- CIA N 435 rNf-TH D71`74 —/0 aI ELEV EL-- � BUT 10•
LF) Z., t.f,l F) Vr) MSL) YNJ -ISL)
Shelter Creek Capital, LLC
Croomsbridge Road Mitigation Site Final Monitoring Well and Vegetative Data Plot Locations
Union Township, Pender Co., N.C.
mnin.ni 1/17on1 i

Appendix 3
Monitoring Well and Rainfall Data

4
Croornsbridge Road Mitigation Site
Results for Monitoring Well 7: March 28, 2012 to December 28, 2012
•
•
0
•
-4
-8
E -12
I?
U-
-16 • - % 0%
%F1
-20
ed
-24
NIP 0 0 K 0
*Rainfall data acquired from State Climate Office of North 0 Water Level From Ground Surface
Carolina, CRONOS Database, Back Island Climate Station Date
* Rainfall Amount

.0.
fd
E
Q
LL
Croomsbridge Road Mitigation Site
Results for Monitoring Well 2: November 4, 2011 - September 5, 2012
8
4
0*
-4
-8
♦
-12 A
-16
-20 -- - - — -
A 0
-10, Ile, 11\10 '10\ '40
I
*Rainfall data acquired from State Climate Office of North Date Water Level From Ground Surface
Carolina, CRONOS Database, Back Island Climate Station • Rainfall Amount

Croomsbridge Road Mitigation Site
Results for Monitoring Well 4: November 4, 2011 to December 28, 2012
Q -_ __- _.___--- _. -.__,i - •MhY•y�YYYYMWYF �iW►'�WIYW�.IYRi�W- .► W- Y- uW3- Y►�iY✓- �YY�.►�.YW'1�. -:ii �iiYWWS4+W011rSWwM
• �i e ! °
• ids ° ! • •
° • •° LAse • . e . • • • o •
e o e
V . • . Gap caused by electronic •
� ., • . failure of well. e =
o-a - - -- — -•_. - -.- . • .•
t� ° •° •
�i ,� ' • ee • ' • °
E• eBd •
U. . ; • • .
J -12 ° ;
.
S e
ie .
-
. ! o e
•• e
e.
-20 '-- --' — -- --- --
�� s, .1, 41 111, ,ti 4% \N% 4V NIti 0 -ti ,ti -ti 4ti 4V Nti Nti aNti -ti -ti
♦,�� ♦1���\ ��� s�ry� O ^\`,\ O�\ti� ^\1� p�6" ��°� ��� lj� p�� p�ti� f�'��� 0 p`�'�� �i0�� ��� ��tl ��ti ^\ ^O�� '104 '10 ,��•�
'Rainfall data acquired from State Climate Office of North Date Water Level From Ground Service
Carolina. CRONOS Database. Back Island Climate Station + Rainfall Amount

Croomsbridge Road Mitigation Site
Results for Monitoring Well 5: March 28, 2012 to December 28, 2012
. o
.
Q aw•.. w,a»ww.ww•-r+w.raww• ♦.i�«. + N.+�rww► -aww• +.w«a« i�w�►+www� - �awl+'..°►«i ae�w -+ eiw►► +-a =?�►°j«a�..•w «afl+.wa�a .wl��w. ✓+w.w«w. +a`wi a aa«.�+ ±+w..°�+A w«r.w.� w! +r►+w. «
• • e
• e
e
H • • • f
-° -
e
y o °
C • e e
Q-8 - - - - ° - - -- - - -- - - -a -- -- - - - -- - -- - - - - -
C9
E•
L
L
m-12 .° • •
J . ° O
a.
e
-16 — - - - - -° - - --- - - - - -- — -- - -- -- — - --
e
,I
SOD • .ewe do °'°' : ..•
-- - - - - -- - ---- - - - - -- ------ - - - - -- - - -- - -- - -- - - - - - - -- -- - - -- - -- - - - - - - - -- -
s`V 0 s`V s'V -ti 1'V 0 s'V 411. \1'
off* 10* 4°1, 401 4; °' a�'� �d°' 4e -60 01�°� 4\10 1�1, 10 1*0 44 '41` 101\ .a'� ^ati1 '441 '1111\ '104 .,�`�, W\ .,��•
*Rainfall data acquired from State Climate Office of North
Carolina, CRONOS Database, Back Island Climate Station Date . Water Level From Ground Surface
+ Rainfall Amount

m
L
U
C
m
v
3
y
C
1
�C
G
Q
N.
3
J
1e
A
C'
Croomsbridge Road Mitigation Site
Results for Monitoring Well 1: March 28, 2012 to December 28, 2012
24 - -- - - - - - -- - -- - - - -- -- •- - - -- - - - -- -- - - -- - -- - - - -- - - - -- - -
20 - - - - -- -- - - -- - - - - - -- - - - -- - -- - -- - - -- -- - - - -
fs- - -- -- -- — -- - -- -- - - -- -- - -- – - - - -- - -- - - - -- -- -- - - -- -- - -
12 - -- - - -- - - - - - -- -- - - -- - - - - -- - - -- - - -- - -- ° -- - -- - - - -- -- - - -
8 -- - - - -- - - - -- - - -- - - - -- - -- - - -- - - -- - - -- - - - -
4 - - -- -- -- - - -- -- - -- -- -- - - - - -- - -- • -- -O' -- °— - - - -- -- -- - -- - - - - -- -
+ •wwia++��++aMw�a•� -+wd awa►�+waa! +q+wwai a�ww a�wwi raawMaa+�wd!- aaw -+aa� aww �4iN i► +- aw+e!+»wawiP + a�Ma�aa�raawwwwa- +ww+•a�aaww +w= +wu� ✓aarrawww as
•
o • o
• e
-4
o 'ti ° • •
° o e •
e 4 % • °°e e e
e •
• • • o a d o° ° o
• e e
e �• •YI 000
e e e .0 d o e�
00 0
e °
e e ° o ° e •ems pr
e oe e
• —e
• dt � e v y� e
e e • !
-20 -- - -- i++°0° °� • - - —
1-0* IZP* 091c, �Zp-p off, , 1,40 411 101 4� o^0 o1\, 4011\�� c��1\^ry 411 o0``, de *10 'ao��Nti ,a,��ti '101 '10 11\, ti ,�\4 1.01 Ile�,ti ,��1,ti
'Rainfall data acquired from State Climate Office of North o Water Level From Ground Surface
Carolina, CRONOS Database, Back Island Climate Station Date
+ Rainfall Amount

Croomsbridge Road Mitigation Site
Results for Monitoring Well 6: March 28, 2012 to September 21, 2012
*Note: Well stopped reading on Sept. 21, but was reset on Dec. 28.
a— — - -- -- - - -- -- -- - -- --- - - - - -- - - - -- - -
•
Q••••••1N- ♦••1..•• ° ° °. •�.- 1N•� -a °.N♦ �a °'�� ° °1±� as .1 °•.•1N.- 1a•a. ° ° °.i�a.N...a1.+ ...••.-- �••.... a• .N.••a -.!1. a.� ' -- .•N +-- 1Y --... •.• •i ± ±�•.♦ - 1.�N•�'�.M.. N.N --..+
° O O
• • O
a, • • O O
O
V •
C . • O
O �
O
o �
• O
O •
U) °
°
V
C •
3 -8 - - - - - - -- - - -
E •
� °
•
d -12 • , •
J •
!0
3 °
- - - - -- - - -- -- - - - -- -- - -
���,ti ,,ti o1\�,,ti .,ti o1\ ^�,,ti ,,ti .,ti ,,ti ,,ti 0 ,,ti ,ti
'Rainfall data acquired from State Climate Office of North
Carolina, CRONOS Database, Back Island Climate Station Date
Water Level From Ground Surface
+ Rainfall Amount

V
al
L
V
C
V
to
'O
C
3
c�
e
U-
9
J
lt7
Croomsbridge Road Mitigation Site
Results for Monitoring Well 3: March 28, 2012 to December 28, 2012
12 - — — -
e •
8 -- - - -- - - - '
° • 4
M •• • e
•
O
O� O
M e
4 -- - - - - - --- - - -- - - - - - -- - -- - -- - --- - - -°°• -V'- - - - - °°
• • •d a
' e
•� • M ♦ ♦ • ♦ • • • +♦•
• 00 ♦ ♦ ♦ ° O • ♦ • d+ O
°�O •++•►. �wei�ww •a►aw°- w♦w►- +OMw.� +- w+► -aww� •iwu+w,w� +www•+.ww •www♦ rwbr►••a�Aw• �aMS�► -+wM- y.♦�a► -ai aw•-•a w♦ www�ww +w.►a- ♦.♦!'+.w./ewwww.►• +y»i i «.• w °++afy.wwa «wr♦a+y'-- +• °�•iwaw -w
er a ••�•
e
e • • •e e o
e •
-4 -- — — — — - — -- °
a • • •e
• e • e ° ay
e
e e
� • e
-8 - -
e
e ,
•
e °
1e e.
-12 '
• e
• • o
-16 - -- ;- - - — - -- -
•
`" �. °�aia 4a•e• °4a••amme„e e : •ir°
-20
o cD cA� d o * * 4; d� zxfl 0 4\10 190 W 10 / 1# s s1 '6 1 , 1104
10 14
'Rainfall data acquired from State Climate Office of North Date C Water Level From Ground Surface
Carolina, CRONOS Database, Back Island Climate Station + Rainfall AmDunt