20070245 Ver 5_Individual_20150812

5outkem F nvironmental c3roupl Inc.
5515 South College Road, 5ude E_ Wilmington, NC 2841 2
Phone [phone] • Email oftice@scri us. We6 -w _segi us
30 July 2015
US Army Corps of Engineers
PAID
Attn• Mr. Brad Shaver
Wilmington District Office
69 Darlington Avenue
Wilmington, NC 28403
NC Division of Water Resources
401 & Buffer Permitting Unit
Attn: Ms. Joanne Steenhuis
127 Cardinal Drive Extension
Wilmington, NC 28405
[SEGi Project #: 10.001 -02]
RE: Marine Special Operations Command ( MARSOC), Stone Bay Rifle Range
Non - Compliance Resolution and Permit Modification Request
USACE Action ID #: 2007 286 037
DWQ Project #: 2007 0245
Dear Mr. Shaver and Ms. Steenhuis,
12eci�o9
With this correspondence, Southern Environmental Group, Inc. (SEGO, on behalf of the US Marine Corps
(USMC) - Camp Lejeune, is responding to the US Army Corps of Engineers' (USACE's) notice of violation,
which was issued for failing to sufficiently restore and stabilize two wetland features, located along the MARSOC
Connector Road, at the Stone Bay Rifle Range In order to resolve the non - compliance matter, the USMC is
requesting to modify the existing MARSOC Complex Department of the Army Individual Permit and Division of
Water Resources' (DWR) Major Water Quality Certification. The modification is necessary to account for
proposed permanent impacts to waters of the US Supporting information and documentation, for the request, is
found within and attached to this correspondence.
Project History
The MARSOC complex received USACE and DWR permits for permanent impacts to waters of the U.S. in
November of 2007. During the construction of the MARSOC facility, as part of a resolution to non - compliance
and satisfaction of the special conditions of the permits, the USMC modified the permit to accurately account for
all impacts associated with the MARSOC project. September 2011, the USMC secured authorization from the
USACE and DWR to fill 0.089 acre of wetlands, which was necessary to facilitate the construction of the
MARSOC Connector Road. The discharge acreage was treated cumulatively with the MARSOC facility. The
following table denotes the permits issued and cumulative impacts that have taken place, at the MARSOC
complex, to date:
USACE Permit
DWR Permit
Wetland
Stream
Issue Date
Issue Date
Permit Title
Impact (Ac.)
Impact (LF)
11/26/07
03/18/08
MARSOC Phases I, 11, & III
436
3,040
08/30/10
10105110
MARSOC Violation Resolution and Modification
4.34
1,447
09/08/11
09/21/11
MARSOC Connector Road Modification
0.089
0
To Date Cumulative Impacts
4.43
1,447
Table I A4ARSOC Wetland Pei mil Snmmaiy
Page 1 of 6

MAK50C Connector Koad Non - Compliance Kcsolution & Permit Modification 5E-6I
In May 2012, the USACE and DWR issued Notices of Violation to the USMC. The notices were pertaining to
unauthorized impacts to wetlands, at the MARSOC Connector Road. The unauthorized impacts were a result of
two of the three road crossing (i.e. 1 & 2) eroding, and subsequently discharging material downstream into waters
of the US. Additionally, rock check dam structures were not removed from wetlands, as required.
An increase in amount of stormwater being directed through these two systems, in conjunction with the grade of
the features, was causing head cutting to take place. To resolve the issue, the USMC designed and installed a
grade stabilization plan, which consisted of strategically installing a series of log veins within the channel of Road
Crossing #1. In addition, numerous native herbaceous and woody wetland species were planted along the banks of
both drainage features, and more rip -rap was added to the energy dissipaters. This work was completed in the
early part of 2014. The unauthorized check dams were also removed at this time
Current Conditions
Unfortunately, the grade control measures (log vein system) and vegetative plantings are not enough to stop the
head cutting (see Attachment 1). Flow rates through the two systems are too great for the stabilization measures to
work as intended. Therefore, along with the head cutting, additional sediment and rock has been washed
downstream. While both features exhibit signs of further head cutting, Road Crossing #1 is experiencing the
greatest amount of depredation.
Purpose and Need
The purpose of the project is to stabilize two road crossings, which should ensure future impacts to downstream
wetlands do not take place, as well as protect the integrity of the adjacent infrastructure. The discharge of fill
material into 0.03 acre (1,312 square feet) of linear, riparian wetlands is necessary to facilitate the installation of
two (2) np -rap energy dissipaters and three (3) check dams. Please refer to Attachment 2, for details of the work.
Alternative Analysis
A. No Action
If left as is, the feature will continue to erode and sediment will be discharge downstream, further impacting
the system, and resulting in a violation of The Clean Water Act. Additionally, if left unattended, head cutting
likely to compromise the integrity of the infrastructure. Therefore, the "no action" alternative is not
sustainable.
B. Modem Existing Grade Control System and Vegetation
The USMC installed a grade control system (log vein system). However, the amount of runoff being directed
through these drainage features is too great for the log vein/grade system to operate as intended and, thus,
head cutting still persist. Therefore, installing additional grade control measures and the vegetation is not a
viable alternative.
C. Redesign the Stormwater Management Plan
Redesigning the stormwater management plan to redirect stormwater away from the project site and down
Highway 210 would be a very costly endeavor, as the road, at its widest point, would have to be torn up to
install culverts. This would create the need for road closures to take place, thus disrupting the daily routine of
those who work at the MARSOC complex. Therefore, this is not a practicable alternative.
D. Armor with Hardened Structures:
In order to ensure further erosion of the features does not take place, placement of rip -rap within the channel
bottom of both drainage features, as well as the placement of three (3) check dams, within wetlands upstream
of the road crossing #1, is necessary. This alternative will result in the filling 0.03 acre (1,313 square feet) of
US Section 404 wetlands. The Applicant and SEGi believe this is least environmentally damaging
practicable alternative.
Fage 2 of

MAK50C Connector K-,,J Non-ConiPliance K'esolution & Peron Modification 5 E.G1
Avoidance and Minimization
During the design phase of the project, the USMC elected to bridge one of the wetland crossings, which
completely avoided impacts to a perennial stream and associated riparian wetland system. In addition, elevated
boardwalks, for pedestrian wetland crossings, were utilized
Proposed Work
Work will take place only during dry periods and within the areas denoted as the li nit of disturbance (LOD). A
mint- excavator will be used to grade the channels, creating splash pools, at the terminus of each impact area. A 6"
layer of #57 stone, covered by Type 2 geotextile fabric and a 20.5" layer of D50 (i.e. 10.2" diameter rip rap), will
form the rock chute at Impact Area 1. Impact Area 2 will consist of the same 6" layer of bedding and geotextile
fabric, but will only have a 12.6" thick layer of rip rap. Side slopes will be stabilized with excelsior matting. Extra
care will be taken to preserve planted woody species, during the construction process. Sod will be applied to
disturbed areas, if necessary, once construction is complete. The proposed work will permanently impact 0.03
acre (1,313 square feet) of headwater forest. Please see Attachment 2 for details of the the proposed work.
Rock and sediment, which was discharged into downstream wetlands (i.e., outside the permitted impact areas) as a
result of the head cutting, will be removed by shovel and bucket. Sediment will not be removed below the natural
bed of the channel. Photos of the work will be submitted to the agencies upon completion.
Mitigation
To offset the loss of wetland biological, chemical, and physical processes, resulting from the fill of 0.03 acre of
riparian wetlands, the USMC proposes to utilize 0.09 acre of available bottomland hardwood forest credits, from
the Greater Sandy Run Area Mitigation Bank — Burned Pine Plantation (see Attachment 3).
Conclusion
In conclusion, extensive stabilization and energy dissipater efforts, undertaken by the USMC to avoid additional
impacts to waters of the US, at the MARSOC Connector Road road crossings, are not sufficient to reduce the
velocity of stormwater being directed through two drainage systems, and thus head cutting continues to occur. It is
of SEGi's and the USMC's opinion the installation of rock chutes will resolve the problem. Loss of wetland
function, associated with the fill, will be offset with wetland restoration credit, through the USMC's Greater
Sandy Run Area Mitigation Bank. Cumulatively, the project will impact 4 46 acres of wetlands and 1,447 linear
feet of stream. The project, as proposed, is the least environmentally damaging practicable alternative.
It is our hope that the information found within and attached to this letter will be sufficient for the agencies to
modify the USACE IP and DWR Major WQC. However, should either of you have questions or concerns or need
additional information, please feel free to call me at 910.452 2711 or email me at dlutherannseai.us.
Thank you, in advance, for your time and and assistance with this matter.
Sincerely,
Dana A. Lutheran
SEGi Regulatory Specialist
cc: Ms Karen Higgins — NCDWR 401 & Buffer unit Raleigh (4 copies and S29rn filing fee)
Mr. Martin Korenek — electronic mail (martin.koreneWDusmc.mil)
Ms. Stephanie McCary — electronic mail (stenhame.mccarvna.usmc.mil)
Page 3 of 6

MAK50C Connector }load Non- Compliance Resolution & Permit Modif-ication Sr-6i
Attachment 1
MARSOC Connector Road Current Conditions Photos
Page 4 of

ao �°
c �
ru
E

ti
,r 1 ��� f, r •_ R
Miff,
44 ,
ACV
Headcut in Wetland Impact Area 2
�1
+%r..t1f :' :. ,•4 .`d1'
-4 gi ,�,) �4.;
V
a!r A n4t/y 1(,
i
MIT*
�r :fir
a.
sa '. . i' /

KSOC Connector KclaJ Non- &mpliance Kesolution & Fermit Modification SE-GI
Attachment 2
Proposed MARSOC Connector Road Wetland Impact Drawings
Fagc 5 of 6

C
C
G
i B
a
O
4
2
3
/ - - - - - - - -
\ E LINE EXIST TREE �� - - - - - - -
UMfTS OF- DIST11RflgNCE
0.08 ACRES
EXIST RIP -RAP � \ " �' � ' � A4 EROSION CONTROL C A101
MATING ON SIDE iO
SLOPES _— LOD
REMOVE EXIST - - - - - oo
l
5
-LOD Zoo
\ – ANES L 26 – - - - - -- -- – – – - - –
no
\ ` `Op 24
23
22- _
01 \ p _ - - - - -- 21--x —
EXIST RCP - �� �� -
EXIST iEADWALL
Wetland Impact Table
Impact Area lA = 0.01 AC / 446.9 SF WETLAND LINE A
i
Impact Area 1B = 0.004 AC / 171.0 SIF
Impact Area 2 = 0.02 AC / 695.5 SF
Total Proposed Impacts = 0.03 AC / 1312.9 SF
Cumulative Wetland Impacts = 3.73 AC / I
163,791.7 SF
I
ROCK GRADATION TABLE
R PASSING DiAmETE - IN, (WIGHT_ IRS).
D1oo - - - - - -- 15 -20 (261 -619)
D86 - - - - - -- 13 -18 (170 -451)
D5o - - - - - -- 10 -15 (77 -261)
DIO - - - - - -- 8 -13 (40 -170)
EROSION CONTROL A4
MATTING C -501
EXIST GRADE 2 2
20.5" THICK ROCK
D5o DIA = 10.2 ;
SEE TABLE FOR GRADATION _ -------
GEOTEXTILE FABRIC /
- NCDOT TYPE 2
A 6" THICK BEDDING -
NCDOT #57 STONE
ROCK CHUTE SECTION Al
NOT TO SCALE
NOTE:
GEOTEXTILE SHALL BE OVERLAPPED 18" MIN AND ANCHORED
18" MIN ALONG SIDES AND 24" MIN ON THE ENDS
EXIST RIP -RAP 27 2
TO BE REMOVED AND - _ `
—REPLACE AFTER GRADING - - - 00
C 01 ROCK CHUTE 0i
� lA
PERMANENT A4 EROSION CONTRi
WETLAND IMPACT= C -501 MATING ON SII
0 -010 AC (446.90) SLOP
/ l
GRADING. DRAINAGE AND EROSION CONTROL PLAN
t
1'=5'
O U
tv
N d
30 °
EXIST HEADWALL
_l: EXIST RIP -RAP Co 3
TIE TO EXIST Z
EXIST RCP
CHANNEL GRADE
20
15 —
0 +00 0 +10 0 +20
0
0p��001
QO
00l
`O
Ile
25
5' 0 5' 10'
1'=5'
30
3
ROCK CHUTE PROFILE
HORZ: 1'=5'
VERT: 1 " =2.5'
5
a
7
h, Aw
X WN
C
CATLIN
Engineers and Sciontists
220 Old Dary Road
Wb ..fi-+ NC 29405
Co,p . lxe,6J" Nv b
Era-9 S-- C 4583
iv aas¢: rrw�
L9K�Oa, N YS
ocs AR I_ JAR 1- GW
wna»
x- w tr
� ^ V
Z
o
O W
z
i w
J
2 v d
IJ c�
W � w
CL °
W
v CC a
z z
Z =
g U a
a
M a-
CC, Cr
Co _
N
CL °
� N
� � o
w
she= AS NOTED
¢"aorta 10 1034M
cons +R. cau+R 10.
N­
3 6
C -101
C
11
I
� 25
EXIST GRADE
o
o
N
- - - - -
/
J'
-
PROPOSED GRADE
/�-
`TIE
TO E"ST '
RIP -RAP % r,
- - - - - _
`
�,
CHANNEL GRADE
SEE TAE_E FDR GRADATION
N
i
GEOTEXTILE FABRIC
- NCDOT TYPE 2
/
6" THICK BEDDING - __j
NCDOT 157 STOLE
15
0 +30 0 +40
0+50 0 +60
0 +70
0+80
0 +90
0+98.89
3
ROCK CHUTE PROFILE
HORZ: 1'=5'
VERT: 1 " =2.5'
5
a
7
h, Aw
X WN
C
CATLIN
Engineers and Sciontists
220 Old Dary Road
Wb ..fi-+ NC 29405
Co,p . lxe,6J" Nv b
Era-9 S-- C 4583
iv aas¢: rrw�
L9K�Oa, N YS
ocs AR I_ JAR 1- GW
wna»
x- w tr
� ^ V
Z
o
O W
z
i w
J
2 v d
IJ c�
W � w
CL °
W
v CC a
z z
Z =
g U a
a
M a-
CC, Cr
Co _
N
CL °
� N
� � o
w
she= AS NOTED
¢"aorta 10 1034M
cons +R. cau+R 10.
N­
3 6
C -101
C
11

3 i 4 I 5
a
' EXIST CONC WALK
EXIST FOOT BRIDGE —
C
EXIST NC210 ROAD ^�O�
SIDE DfTCH
NC210 RIGHT OF WAY \
Y x
EXIST FENCE
�x'x CC501 CHECK DAM ;!
'x AREAS OF CONCENTRATED FLOW ARE TO o° X
BE FIELD VERIFIED, COORDINATE CHECK -
s 'x DAM LOCATIONS WITH THE CONTRACTING
5 OFFICER. NO CHECK DAMS ARE TO BE X
PLACES IN NCDOT R/W
i 00 v
WETLAND LINE
00
1B
WETLAND IMPACT AT 3 J EXIST FENCE
CHECK DAMS (57 SF EACH)
'DTAL IMPACT = 0.004 AC (171)
�I
o r NAMPI C
�-- -LO
\
CATLIN
Engineers and Scientists
` /� 220 OIl Derry Road
K1Mington Nf. 28105
Capnrk lx'.en5.a'e NO M
E^D"`°�^^9 SrMres CLSdS
G!
DITCH REPA
SEE SHEE
n�'nM w WR
OE$ JAR 1— JAR 12...n GW
c `G
u w
w
v a
a
v
� � a
LLJ
T- o
Z =Q_
g 1U J
Co
Q _
0 0 <
Dd �
W
N =
U
a A° o
w
z
20' 10' 0 20' 40' 8
1 " =20• $a.: AS NOT©
c >Amcn ..a 1omw
coxs.e c IR 1.
x�KY: ]R�wixL x0
$E 4 1 Q
C -102

It
C
LLB
Z
4
0
1 1 2 1
-
- LOG VANES
EXIST RIP -RAP
may- --
. -
i WEtLMMN�
r r 016 AC (695 -' LOB �� L
LOD LOD - --LuD
r _
- - --
/ �— - - -- 2: -- - - -_
2P /
i
i � `------ - - - - -- 1.
- -- - -- - ---- - - - - .- 001
,_— — — _ _ \ G -0- -- --------- - - - - --
/ - - - --
H
EXIST RIP -RAP \ C -50)ROCK C
- - - - - -_ -
-- - - - - - - - -
�TO -BE REMOVED AND \
REPLACE AFTER GRADING \
yEXIST_F€S- _ \
- - - -� EXIST RCP
35
EXIST FES
_ \ j EXIST RIP -RAP
30
= } ==
EXIST RCP
25
20
o6
N ii �
� 5 W
ri 3
O ?
o Z
4. `s
15
•0+00 0 +10
1
0 +20 0 +30
Kj
A4^ EROSION CONTROL
r ..anur nu cinc - _.
�Ol uv
Q0�
i
K)SION CONTROL
MATING ON SIDE
WES
GRADING. DRAINAGE AND EROSION CONTROL PLAN
1._F.
--
RIP -RAP
E TABLE FOR GRADATION
GEOTEXTILE FABR C
- NCDOT TYPE 2
6" THICK B DING
NCDOT #5b STONE
0 +40 0 +50
2
1a
EXIST GRADE
4 I 5
LIMITS OF DISTURBANCE
0.05 ACRES
)3 -
- - --
-- - - - - - - - -
-LQ __ - - - - - -- --
0 \
EXIST TREE UNE -__
EROSION CONTROL A4
MATTING C -501
a
C
\\ CATLIN
Engineers and Scientists
5' 0 5' 10' 220 Old Dawy R ad
Vwvmngta.. NC 28405
Cmp . L­ N. b
Erip�+'ir9 Sc»uc C_c 8 c
NOTE:
GEOTEXTILE SHALL BE OVERLAPPED 18" MIN AND ANCHORED
18" MIN ALONG SIDES AND 24" MIN ON THE ENDS
35 N�- ROCK GRADATION TABLE
12.6" THICK ROCK PASSING DIAMETER. IN. (WEIGHT. IMA
D5o DIA = 6.3 D1oD - - - - - -- 9 -13 (61 -146)
SEE TABLE FOR GRADATION D86 - - - - - -- 8 -11 (40 -106)
GEOTEXTILE FABRIC -J D50 - - - - - -- 6 -9 (18 -61)
- NCDOT TYPE 2 D10 - - - - - -- 5 -8 (9 -40)
6' THICK BEDDING -
NCDOT 157 STONE
3o ROCK CHUTE SECTION 64
NOT TO SCALE
ROCK CHUTE PRO ILE
HORZ: 1"=5'
VERT: 1"=2.5'
- — L_
0 +60 0+70 0 +80
3
0
- EXIST GRADE
W
PROPOSED G DE o
0 +90 1
1 4
1 +10
o,
o r
N W
W 0 t
r�
o
4 �
1 +20
�I
J
v
z
W
TIE TO EXIST
CHANNEL GRADE
25
2D
15
1 +30 1 +40
5
�a JM Imo' .NR I— GW
i
4i
z
ttff
z
i
a
C
a
�
W
<
J
^<
0 -
W
is
v
cc
~
z
=
z _
U
�
a
I—
ao
o
Q
a
2
a.
m
W
af
cc)
_
N
CL
o" to
°w
CL
AV
W
Z
v
v
AS
NOTED
c�o,ccr �o
10 0,17
3
r
6
C -103

MARSOC Connector Koad Non - Compliance }Zesolution & Fernit Modification 5r—Gi
Attachment 3
Greater Sandy Run Area Wetland Mitigation Bank Balance Sheets
D L 4
Fage 6 of 6

ViCN %, ga>>k Information
[Pllnij [:;how 1`19ala]
.try �� `�„ >� -' '�,: _•g}_ s`-?�t
[I_edgetj [Bptok (;.outact Sh.,011 [ uii,ual insl ocdon;] [f,yhoi Ropositoiyj [fahuto G Jleiy]
Reporting
Bank & ILF Establishment
Assessment Tools
Credit Classifications
Related Sites
Find Credits
j 1 Help
Filter V11- -w F{, l..ogiit
(1_ou,iit] (lieipck:�i<j
USACE District
O State
OFWS Field Office
O NOAA Fisheries Region
[ALL DISTRICTS ` - I
a e.
Permit No:
SAW -1996 -03204
Naviflaiio. °,�.
1,25000
Status:
Greater Sandy Run
s a
Home
--r
i
tf =`
Chair(s): USACE
Mitigation Concepts
USACE District: Wilmington i
!'
Banks & ILF Sites
FWS Field Office: Raleigh
*1•:1
NOAA Fisheries Region: Southeast
ILF Programs
St t North Carolina
Reporting
Bank & ILF Establishment
Assessment Tools
Credit Classifications
Related Sites
Find Credits
j 1 Help
Filter V11- -w F{, l..ogiit
(1_ou,iit] (lieipck:�i<j
USACE District
O State
OFWS Field Office
O NOAA Fisheries Region
[ALL DISTRICTS ` - I
a e.
Permit No:
SAW -1996 -03204
Total Acres:
1,25000
Status:
Approved
Type:
Single -Ghent
Website:
i
Continents:
MBI was executed on November 2,
2000 Monitoring of the site was
terminated by letter on June 26,
2007
Bank Sponsor
US Marine Corp
Camp Lejeune
Camp Lejeune, NC
Bank POC
Martin Korenek
US Marine Corp
Camp Lejeune, NC
Phone [phone]
� >i y'� alt ai _, ,�'p •)titttai 1 '�Jt(3i, {,�,, c:`i�g�tE�:`ti�k f7,` ��i� '��.'�,'w...';f�''j1t'-sY,
Last Transaction: Jun 26, 2012
The credit totals shown on the ledger do NOT reflect any credit
reservations or pending transactions It is the responsibility of
potential purchasers to contact the Sponsor and obtain written i
confirmation of credit availability
Available Withdrawn Released Potential
tips / /rsgisias cneLusace enmy.nnl /iibits /P ?p= 107:10:2789695129743 ::NO:.PI0 BANK —I D. 1047[7/7/2014 7:30:39 AM)

View P"O, hil'oniiation
Name Credits Credits Credits Credits
Wetland
Nlon-Roar nii 354683 895817 1250.5 12505
-- - ---------------------------------------------------
Wetland
---------------------------------------------------
USAGE
ttpS://I Sgi Sius.ell cLusace army mil / Whits /i'1p= 107.10:27896951297,13•:NO - P I 0_11A N K-1 D- 10,17 [7/7/2014 7:30-39 AM]

UNITED STATICS MARINE CORPS
r IIARINB CORPS INSTALLATIONS EAST - MARINE CORPS UASP
s s PSC BOX 20005
CAMP Li ;JEUt7E NC 20542 -0005
l� O IN REPLY RMH TO:
0 0 5090.1.1.2
BEMD
'JUN 2 G 2017,
From: Commanding General., Marine Corps Installations Rast-
Marine Corps Base Camp Lejeune
To: Commanding Officer, United States Army Corps of
Engineers, Wilmington District 69 Darlington Avenue,
Wilmington, NC 28403 (Attn: Mr. Mickey Sugg)
Subj: GREATER SANDY RUN AREA WETLAND MITIGATION }SANK ACCOUNTING
Encl: (1) Wetland Mitigation Bank Credit Summary Table, 15 JUN
2012
(2) Base Entry Road hermit Modification, Onsloti.,
County, North Carolina Action, ID. SAW 2010-
00436
1. Enclosed is an updated Account Balance Sheet for the Greater
Sandy Run Area (GSRA) Wetland Mitigation Bank aboard Marine
Corps :Installations East- Marine Corps Base Camp Lejeune
(MCIEAST -MCB CAMLEJ). MCIEAST -MCB CAMLEJ was recently issued
final authorization for a modification to the previously issued
permit for the Base Entrance Road, Action ID. 2010 - 00436, in
Onslow County, North Carolina,
2. MCIEAST --MCB CAMLEJ debited 0.885 pine flatwoods mitigation
credits from the GSRA mitigation bank to provide compensatory
mitigation for unavoidable impacts to 0.590 acres of non-
riparian wetlands associated with the project authorized per
Enclosure 2.
3. The number of mitigation credits used by MCIEAST -MCB CAMLEJ
for all. approved permitted projects is 895.817 (749.197 pocosin
credits and 146.620 bot-tomland hardwood credits). The total
number of unused available credits is 354.683 (81.580 bottomland
hardwood credits and 273.103 pocosin /pine flatwoods credits).
s
E
t
'r

Stabj: GREfiTER SANDY RUN AREA WETLAND MITIGATION BANK ACCOUNTING
A. The point: of contact for this project is Mr.. Martin Korenek,
Environmental Con;- ervati.on Branch, Installations, Facilities,
and Environmental Department, at telephone [phone] or
email :aarti.ii. )corenekCo)tisu7c.:nil. j
JOHN R. TOWNSON
By direction
Copy to:
Mitigation Bank Review Team (MBRT)
Becky Fox, EPA Region IV
Ron Sechler, NMFS
Howard Hall, USFWS Region IV
Steve Sollod, DCM, NCDENR
Molly Ellwood, WRC, NCDENR
John Dorney, DWQ, NCDENR
NC Division of Water Quality, c/o J. Steenhuis
NC Division of Coastal Management;, c/o S. Rynas
ff
i
3
d
i
i

GREATER SANITY RUN AREA WETLAND MITIGATION RANI( ACCOUNTIMG SUIWIVIARY
June 15, 2012
(this document supersedes previous accounting summary dated November 30, 201/4 t
Table 1: Summary of Greater Sandy Run Mitigation Bank
*Note., The Department of the Army Wilmington District, Corps of Engineers and the Mitigation Bank Review Team have concluded that
all remaining credits are available for use as of 26Jun07
Euct i
i
fi
1
i
i
{
{
i
t
E
E
Mitigafion Credits Established In
Mitigation ArealCredit Type
Bank
(All credits in bank approved by
Used PAdigatiort Credits to Bank ,
Unused Mitigation Credits In Bank'
MBRT)
Pocosin Area,
886 800
749197
137,603
Pocosn!Pine Fiahvoods
Big Sha)<ey, Bottoinland Hard,voods
143.400
143.400
0 000
Burned Pine Plantation, POCOSin/P ;ne
135.500
0.000
135 500
i= labvoods
Burned Pine Plantation, Bottomland
84,800
3.220
81.580
Hardwoods
Total
1250.500
885.817
354.683 i
Table 1: Summary of Greater Sandy Run Mitigation Bank
*Note., The Department of the Army Wilmington District, Corps of Engineers and the Mitigation Bank Review Team have concluded that
all remaining credits are available for use as of 26Jun07
Euct i
i
fi
1
i
i
{
{
i
t
E
E

GREATER SANDY RUN AREA VVET 1 AND MITIGATION BANK ACCOUNTING SUMMARY
June 15, 2012
(this document supersedes previous accounting summary dated November 30, 2011)
MILCON /Project
USAC6
I Pocosin Pine
Bottomland
Total Credits
Pocosin Pine Flat
8ollomland
Total Project Impacts
Number
I ACTION ID
Flat Credits
Hardwood
Used I
impacts
Hanivood
I Used
Credits Used
Impacts
-
l P -949
1 199400693
2.5_880
.0 .000 1
.. 25 880
17.250
_ 0 000 (
17 250 j
I P -933
J 199505124
100.470 J
22 470 1
122 940 1
66.980
7.490 1
74.470 1
P -028
1 199701178_ __J
14.270 -J _
_. 000.01
14 270 J___
- - 9 510
- 0 000 1
9.510 1
J P -934
199707554
18 620
14690 1
310 1
12.410
4 900 1
17 310 1
J P -062
199901380
18 450
11490 1
29 940
12 300
3,830 1
16.130 1
J P-935
200001559
-
37 240 J
20.910 J
58 150
24 830 J
6 970
31 800 J
J HWY 17
NCDOT
141 0001
58 000
199.000
94.000 1
19.300 1
113.300 J
J SR -7 Targets
200400940
06271
0 000
_
0 627 1
0 418 J
00001_
0,418 1
J P -034
200600815
129 050
0 000
129.050 l
86 030
0 000
8&030 1
MARSOC
2007 286 067
5.700
6060 1
5 700 i
_ _3.800
0 000 i
3 800 1
1 Wallace Creek -1
2007 3406
0-0-00.1-
0.780 1
0.780
-_ - 0 000
_ 0.26fl
- _ 0.2601
J P- 11351C2Range
2007 3423_
2.1.700
0.000
21 700
14 470
0 000
14.470 J
J MCASNR Gate - 2
_
2009 391
1 0.735 ,
0000
0 735
0 497
0.000
0.497 J
P -031 B
2009 -00827
I 3 4201
0 000
3 420
420
0-000
3 -420
P -031
12007-03235
_ .__ __ _ __ _.
I 121 000 1
__-
0.000. j
1.21000 J
. -3
71 600
0 000 _
71.600 J
Birch St- Extensn._
J 2010-00596
0 000
1 440
1-440 J
0_000
_ 0 480 J_
0.480 J
Base Entry Road
J 2010-00436___
2 540 l
7 180
9.720 J
1 270
4.250 I
(non - riparian) 5.520 1
Suspect Cargo
1 2010 -01129
0.000 1
-
9.6.6 0
9.660 J
OAOD J
4.830 J
4.830 J
IPBC P032
12011-00257
107.480 1
0-000_l
107.480 1
71.650
0,000 (..
7165 1
SB Connector Rd
1 2007 -00286
_ 0 130 j _ _
_ 00
_ 0 0
0.130 1
0.089
0.000 1
0 089 1
Base Entry Mod
1 2010.00436
i 0 885 1
0.000
0.885
0.590 1
_0 000 I
0.590 1
Totals
1 1
- 785-197.1 - -
146.620 _
I
_ 895.817
491.114 J
- 52.310 I
543.424 J
Table 2: Previously Approved Projects and Authorized GSRA Mitigation Bank Debits.
Eucl 1