20081046 Ver 4_Approval Letter_20100930

AJA
NCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Division of Water Quality
Coleen H. Sullins
Director
Dee Freeman
Secretary
September 30, 2010
Oyster Landing, LLC
Attn: Jon T. Vincent
1508 Military Cutoff Road
Suite 302
Wilmington, NC 28403
DWQ Project # 08 1046 V4
Onslow County
Subject Property: Oyster Landing Subdivision, Sneads Ferry
Approval of 401 Water Quality Certification with Additional Conditions
Dear Mr. Vincent:
You have our approval, in accordance with the attached conditions and those listed below, to permanently impact
0.494 acres of wetlands and temporarily impact 1.61 acres of wetlands and temporary impacts to 160 linear feet of
tributary for the installation of sewer lines for the purpose of completing the subdivision roads and infrastructure,
as described within your application dated July 20, 2010 and received by the Wilmington Regional office (WiRO)
on August 27, 2010 and additional information received on September 10, 2010, September 13, 2010, September
22, 2010 and September 23, 2010. After reviewing your application, it has been determined that the impacts are
covered by General Water Quality Certification Number(s) 3821 (GC3821) and 3819 (GC 3819). These
Certifications can also be found on line at: http://h2o.enr.state.nc.us/ncwetlands/certs.html. The Certification(s)
allows you to use Nationwide Permit 29 (NW 29) and Nationwide Permit 12 (NW 12) when issued by the US
Army Corps of Engineers (USACE). In addition, you should obtain or otherwise comply with any other
required federal, state or local permits before you go ahead with your project including (but not limited to)
Erosion and Sediment Control, Non-discharge, and stormwater regulations. Also, this approval to proceed with
your proposed impacts or to conduct impacts to waters as depicted in your application shall expire upon
expiration of the 404 Permit.
This approval is for the purpose and design that you described in your application. If you change your project,
you must notify us and you may be required to send us a new application. Additional wetland impacts that may
cause the impacts to exceed the 0.5 acre threshold will be required to be submitted as an Individual Permit
application. If the property is sold, the new owner must be given a copy of this Certification and approval letter
and is thereby responsible for complying with all conditions. If total fills for this project (now or in the future)
exceed one acre of wetland or 150 linear feet of stream, compensatory mitigation may be required as described in
15A NCAC 2H.0506 (h). This approval requires you to follow the conditions listed in the attached certification
and any additional conditions listed on the following pages.
Wilmington Regional Office
127 Cardinal Drive Extension Wilmington, NC 28405
Phone: [phone] / FAX: [phone]
Internet: www.ncwaterqualitv.org
An Equal Opportunity/Affirmative Action Employer
50% Recycled/ 10% Post Consumer Paper
One
NhCarolina
Naturallb,
Customer Service 1-877-623-6748
Page Two
Oyster Landing, LLC
Attn: Jon T. Vincent
DWQ # 08-1046 V4
September 30, 2010
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general conditions of
this Certification (or Isolated Wetland Permit) are met. No other impacts are approved including
incidental impacts:
Amount Approved (Units) Plan Location or Reference
Wetlands Oyster Landing Subdivision wetland impacts
Permanent 0.494 acres Figures 1-8 (attached)
Temporary 1.61 acres
Stream Site plans showing temporary crossings for
Temporary 160 if sewer, Figure 1- 8 and W-lA(attached
2. Sedimentation and Erosion Control
Erosion and sediment control practices must be in full compliance with all specifications governing the
proper design, installation and operation and maintenance of such Best Management Practices in order to
protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed, operated, and
maintained in accordance with the most recent version of the North Carolina Sediment and Erosion
Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control measures
must be such that they equal, or exceed, the requirements specified in the most recent version of the
North Carolina Sediment and Erosion Control Manual. The devices shall be maintained on all
construction sites, borrow sites, and waste pile (spoil) projects, including contractor-owned or leased
borrow pits associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be designed, installed, operated,
and maintained in accordance with the most recent version of the North Carolina Surface Mining
Manual.
d. The reclamation measures and implementation must comply with the reclamation in accordance with
the requirements of the Sedimentation Pollution Control Act.
3. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the
footprint of the impacts depicted in the Pre-Construction Notification. All construction activities,
including the design, installation, operation, and maintenance of sediment and erosion control Best
Management Practices, shall be performed so that no violations of state water quality standards,
statutes, or rules occur.
Page Three
Oyster Landing, LLC
Attn: Jon T. Vincent
DWQ # 08-1046 V4
September 30, 2010
4. No Sediment & Erosion Control Measures w/n Wetlands or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent
practicable. If placement of sediment and erosion control devices in wetlands and waters is unavoidable,
they shall be removed and the natural grade restored within six months of the date that the Division of
Land Resources has released the project.
5. Protective Fencing
The outside wetland or water boundary and along the construction corridor within these boundaries
approved under this authorization shall be clearly marked with orange warning fencing (or similar high
visibility material) for the areas that have been approved to infringe within the wetland or water prior to
any land disturbing;
6. Culvert Installation
Installation of culverts in wetlands must ensure continuity of water movement and be designed
to adequately accommodate high water or flood conditions and allow low flow passage of water and
aquatic life. Design and placement of culverts and other structures including temporary erosion control
measures shall not be conducted in a manner that may result in dis-equilibrium of wetlands or streambeds
or banks, adjacent to or upstream and down stream of the above structures. The applicant is required to
provide evidence that the equilibrium shall be maintained if requested in writing by DWQ.
If any of the existing pipes are or become perched, the appropriate stream or wetland grade shall
be re-established or, if the pipes are installed in a perched manner, the pipes shall be removed and
re-installed correctly.
7. Construction Stormwater Permit NCGO 10000
Upon the approval of an Erosion and Sedimentation Control Plan issued by the Division of Land
Resources (DLR) or a DLR delegated local erosion and sedimentation control program, an NPDES
General stormwater permit (NCGO 10000) administered by DWQ is automatically issued to the project.
This General Permit allows stormwater to be discharged during land disturbing construction activities as
stipulated by conditions in the permit. If your project is covered by this permit [applicable to
construction projects that disturb one (1) or more acres], full compliance with permit conditions including
the sedimentation control plan, self-monitoring, record keeping and reporting requirements are required.
A copy of this permit and monitoring report forms may be found at
htW://h2o.enr.state.nc.us/sulForms Documents htm (enclosed).
8. Any wastewater line that crosses any stream shown on the most recent version of the 1:24,000 USGS
topographic map or the NRCS (SCS) County Soil Survey as permanent or intermittent shall be installed
either a) with no joints connected within the footprint of a stream channel or within two (2) feet of the
stream banks in the case of plastic or PVC pipes or b) with properly bedded and supported ductile iron.
9. Turbidity Standard
The turbidity standard of 25 NTUs (Nephelometric Turbidity Units) shall not be exceeded as described in
15 A NCAC 2B..0200. Appropriate sediment and erosion control practices must be used to meet this
standard. Please notify DWO WAVY turbidity issues arise during this project
Page Four
Oyster Landing, LLC
Attn: Jon T. Vincent
DWQ # 08-1046 V4
September 30, 2010
10. Turkey Creek and Mill Creek
Turkey Creek is classified as SA; ORW (Outstanding Resource Water) by the Division of Water Quality
(DWQ) and has been determined to be a Primary Nursery Area (PNA) by the Division of Marine
Fisheries (DMF). Please understand that since the waters around your project area have been identified as
a PNA and should dredging within the proposed project area arise in the future, that it will be denied.
Please be aware that new dredging within a PNA is not allowed under 15A NCAC 02B .0220 and is a
degradation of water quality standards and therefore considered a water quality violation.
Mill Creek is classified as SA; HQW (High Quality Waters).
11. "Re-opener" Clause
Oyster Landing, LLC and its authorized agents shall conduct its activities in a manner consistent with State
water quality standards (including any requirements resulting from compliance with section 303(d) of the
Clean Water Act) and any other appropriate requirements of State law and federal law. Oyster Landing,
LLC shall require its contractors (and/or agents) to comply with all of the terms of this Certification,
and shall provide each of its contractors (and/or agents) a copy of this Certification. A copy of this
Certification shall be included in the construction contract and available on the job site at all times. If
DWQ determines that such standards or laws are not being met (including the failure to sustain a designated
or achieved use) or that State or federal law is being violated, or that further conditions are necessary to
assure compliance, DWQ may reevaluate and modify this certification to include conditions appropriate to
assure compliance with such standards and requirements in accordance with 15A NCAC 2H.0507(d).
Before modifying the certification, DWQ shall notify Oyster Landing, LLC and the US Army Corps of
Engineers, provide public notice in accordance with 15A NCAC 2H.0503 and provide opportunity for
public hearing in accordance with 15A NCAC 2H.0504. Any new or revised conditions shall be provided
to Oyster Landing, LLC in writing, and shall be provided to the United States Army Corps of Engineers for
reference in any permit issued pursuant to Section 404 of the Clean Water Act, and shall also become
conditions of the 404 Permit for the project.
12. Deed Notifications and/or Restrictions
A recorded copy of the deed notifications/restrictive covenants or easements and the associated
preservation map approved by the US Army Corps of Engineers Wilmington Regulatory office
must be submitted to this Office and to the 401 Oversight and Express Unit in Raleigh within prior
to the sale of lots within this phase.
13. Determination of Impacts
At the completion of the project, the DWQ can require a determination of the area impacted which is to
encompass the location and acreage of the impacts (it can be shown on an aerial or done as a survey). This
is to be included with the Certification of Completion and sent to the Wilmington Regional office (address
on the letterhead page) and to Raleigh (address below).
14. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer
Rules, and any subsequent modifications, the applicant is required to return the attached certificate of
completion to the 401/Wetlands Unit, North Carolina Division of Water Quality, 1650 Mail Service
Center, Raleigh, NC, 27699-1650.
Page Five
Oyster Landing, LLC
Attn: Jon T. Vincent
DWQ # 08-1046 V4
September 30, 2010
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct impacts to
waters as depicted in your application and as authorized by this Certification shall expire upon expiration of the
404 or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or stream
impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive this
letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of the North Carolina
General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714.
This certification and its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If
you have any questions, please telephone Ian McMillan in the Central Office in Raleigh at 919.733.1786 or
Joanne Steenhuis in the DWQ Wilmington Regional Office at 910.796.7215.
Sincerely,

Coleen H. Sullins, Director
Division of Water Quality
Enclosures: GC 3821
GC 3819
NCG 010000
Certificate of Completion
cc: Gene Clifton - Coastal Environmental Consulting, Inc.
Mark Hargrove - Cape Fear Paving
Ian McMillan - DWQ 401 Oversight Unit, Raleigh
David Bailey - USACE Wilmington Regulatory Field Office
Stephen Rynas, DCM Morehead City
WiRO
'ON BOP
T
'ON 8UMU
r02/r0/9 HN1I
AVO Jla MAOVJ V
,ooor N r me
Vas K%VNO
z0fl9z Dx 'xo,Lom got
TOTZ X09 •o•d
3d 'NA090 vx AM
mr
SJOVdM QNV7.TU ssaYdm amn
moISlmens omam uzLSdo
A INTO JNLLIDMcl'&Otl - Nor.I. aWNIoO xOtl Q'rIS d: rim JAIL - NTJIMa Zvmu
OV t6fi'O = W1.01 Ij 0001 = 4ou! 1
Od £00'0 - 6 lOVdWl
OV 99L'0
0V •b£0'0 - 8#
- L# 1OYMI
lOddWl oooz 000L 005 0 0001

OV 90 L'0
- 9#
1OddWl TWOS OIHdV'JD
OV 8£0'0 - S# lOVdWl
OV S LO'0 - -b# 1OddWl
OV L00'0 - O£# 1OddW1
OV 800'0 - 8£# i3VdW1 •:,,
OV 680'0 - `d£# 1OddNl
OV 8£0'0 - Z# i3VdW1
: ' .
OV L00'O - L# 1ObdWl 6# LDVdY41
_
ONd113M
• \lX•: R

L# lOddWl
ONV-li3M
8# I.OVdVil
ONd113M
9# lObdWl
ONVIAM
S# .i3VdW1
ONTLL3M L!
*# lOddwl
ONd113M 790

kols ON

Ile
-t elm 1-2

`
?• }
•
M ?- • ? { `\•\ ,. fir; .:
•
:er
I

Z; r
0£# 1OddV41
ONd113M
8£# Mdril
ONV113M

Z# lO`ddWl
ONVU3M
V0 1OVdNl
ONTUM
L# i3VdM
ONd113M
t 'l.
1
?' 1 111
C() 1
1, 1
s 1 ?
l
l l
a
6
1((JJ1- ,
207
2:08
2,99.
IMPACT #1
,304 SF
0.007 AC
l
Jf ?
1 ; > `
GRAPHIC SCALE /
50 0 25 50 100 ' • ?'!
210
1 inch - 50 ft.
I OR
FINAL D SIGN -CIO E ; O t CONSTRUCTION - FO,"ERMIT''IING ONLY
OYSTER LANDING SUBDIVISION
WETAND IMPACTS
2608 ](II1'!'ABY CU'110FF 90A . SUITE $02
WEMM IMPACT #1
MARK HARGROVE, PE
P.O. BOX 2101
WMMWGTON, NC 28402
DRAWN BY, SCALE;
MNH 1 "-=50'
APPROVED Br DATE:
MNH 6/01/2010
nGURE NO.
2
JOB N0:
:ON W
'ON 3HnSU
0100/10/9 HxR
AVG U 03AOVddY
,09-„ i Hl?Q'
vas xa w VHG
-- I-IXV._t)NL

?I ?•1
goMf ON tmo Lf)miyim
ro to x08 *0V
?a '1102rom xm
WYd7U aWnM

-
ov 220 •o
AS 099' L
Z# 1oddWl
zos
0091
S,rDYaIU (IAIvm
NOISIA (ranS OrI amn naimo
GRAPHIC SCALE
SECTION A-A
WETLAND IMPACT 2
CENTERLINE ROAD
ELEV 54.90 1

do 6"
58 1.5' ASPHALT
BASE COURSE
I
56
I j RO B SI E I?

54

52
IN V
I OU
T _
X04
,1

- I
i.

ff
FILL
50I -?
1
24
" R(
' m
0
4
8x
L .
48
E
? S
NG
GR06
ND

46
I
44 I i
1 inch = 50 ft. HORIZONTAL
1 inch = 5 ft. VERTICAL
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION - FOR PERMITTING ONLY
NCDOT OPEN THROAT
CATCH BASIN
INV - 51.08
INV THROAT - 54.00
TOP SLAP = 55.0
DRANK BY: SCALE:
UNH 1 "-50'
APPROVED BY: DATE:
MNH 911712010
'ON aor
Y
oM 32 MU
otoz/lo/a HNAt
?3iV0 ?A9 03AOVddV
.09=m i H11IJ1
,mv3s -A9 NMV?!0
?038z ON `NO.LJ1?li'IIM sq?ez DN xoa0lMT7lA
!?'?IOtrrn? XOrS '0'd zos sms gn- L q r ,?rr?
r?d eo9r
LZ f?1LlOQLa In
S+L.7i+'dm (iNVMA
vG# ,rays amr" NOISMIM29 !)NraN 7 UMSao
NIS I.IIUsd)TO3 - NO + f /
05 = your/^? .?
0!. OS SZ .?
ov lQ8'0
j isrzl$V
loddWl If
/
is 9-kc
j l 80 101
d
ov 680'0
-- -- -- ?? ?? AS Z88`c
I r 1
1.5' ASPHALT
de 6' BASE COURSE ,
JD
1 I CEI
ELE

, TER
V
54 UNE

26
. ROA

I •
i
l
f
I
p
- l
54 - nLL I l- r-

52
50 {I

?s I
ff I I I ( ?? I

? I
?
I
I
I ! E f ? ? RC O

46 fN V UT r 4$.50 I V ,i N 491 50 i
i

44 I
SECTION B-B
WETLAND IMPACT 3A
GRAPHIC SCALE
0 25 50
1 inch = 50 ft.
1 inch = 5 ft. VERTICAL
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION - FOR PERMITTING ONLY
DRAW) BY SCALE
WW 1==50'
APPROVED BY. DATE:
IM 6/17/2010
-0N Wr
'ON 3ansu
oroz/ro/9 xM
-3LY0 ;AS CMOHddY
,os=R r HAtf
s ;ke NMYSO
ZOPGa ON
'NOZ?IIII?F7Lf4
r? r??TOIig XOS '0'd
S -8 0 ?wvcuu, aNnZaA
w

l?
t ?
t \
L`
?y

1

zos
8o9r
SZOYdM aNYM
MOISIAmans DmiaNn uzzm
f

.?
IMPACT #6
588 SF
1!1?,
0.105 AC
1
?? oR -71
F
ND
? ? mss
/ GRA P, IC SCAL?
50 0 25 50 100
s
OMNI
1 inch = 50 ft l
FINAL DESIGN - NOT RELEASED FORr..
I
/ 1 f
OYSTER LANDLVG SUBDIVISION
WEPAND WACTS
1608 MMARr C'UrOF r BOA& - sunr 30a

238

Ss
,;-FOR
1
MIAND IHPACT #8 DUAW BY: SGtLEs F10=R$ NO.
WN 1'=50• 6
MARK HARGROVE, PE AWROWD Or DAM XG No:
P.O. BOX 2101
WI MGTON, HC 28402 mu %1/ 01
-0N BOi`
0T091A T19 HNN
'31Y0 ;A9 03MOVddV
,os=,, r UNK
'31v3s Ue NMVNO
zo-pgz ON `Hozom
IOM x0a "old
Sd `gAO9099 M%W
ATnLTg.rj.c c_cnui
zos nuas 1ag9 aff- r GOT
077 2xalm u3Lo
ssoVdYU CrMVM
NOIS nrasns !)Nla11 V7 &TS.LSAo
3 9 tw cuu a11[ ji4n

hl
n

NZ
?Z 'DO
. o0

O U1 ? v ? '? O (11 rri d
O O O O O ?Pz
vt
x
o
O
A
r
n
1{
4 --
O
C
N
O
a
r
n

l 111.= II

j l1IY II-
:.
? I '
I 11? ? I

I
I i i- cc

[
,
K
ER =1 -lit
ON.

T I Ili l i 1 -fI I

?T?iI
f fI -I P:
?I I I-11 .- -1 i '
f
irms 11
1. T - I ;,:?
I
I I
?I C F
V
v
d
` t rn
R AV ?mr-
??u 61
?A
d
)TA 3050.00
51.0 !
f
N
D
? pb
x
m
L
O

7W-

C)
I.
X so, .
XL.DltAG
l
241 -? / -- 49
gU1, RAT
F00yp
,39
i
? j.
r
?- IMPACT #8 /
6,797 SF
S - ?~---- t - // 0.156 AC
f ? X
1`l PACT#7/ '
/ 148§ SF _-
/ 0.034 AC .r--
253
APwIC SCLE
50 0 25 ' i50
i
1 inchi -0 fi
t FINAL DESIGI?t NOT RE, LIMED FOR CONSTRpenON - FOR PERMTIZ7NG ONLY
WETLAND IMPACT 17 & 8
HARK WGROVE, PE
P.O. BOX 2101
WILMINGTON, NC 28402
ORABN Or SCALE
mm 1-60'
APrRo= BY., DATE
16 yxx 61011'eoi
RGURE ND.
7
JOB NO:
r
=0N BOf'
'ON 3arbU
oraz/, Vo HNN
'31V0 AH 03A0MddV

zo'Yez ON 'l1IOS?11IIAi'II?i! COMO ?N N'odDHI)t'II/f
IQ Iz XOS '0 "d zos SIMS 'm?qt? OWD X?Il?,1,cIDf 909T
DTI `JM b1ZLS?LO
zd 'ZAO&T!)HM .7I?IdII
NOIZOS'S SSOUD SZOMM MIYA
4# mvcuu ah7un xorsmr(rSns ONIM r U'XLSdo
KINO f)NLUUUHd'dod - MOLLDMUSNOD xod (IRSVEzax ION - Nf)rSHQ'IXNZ3 ,c# myd7u amffzu
is
Q-a xorr??s
-iVDUJ3n IJ S = Pul
'14 05 = 43u, l
00t 0s sz 0 0s
TlVOS OIHdV'JO
L lOVdWl GNV'l13M
G--O NOU03S
00+1 os+o oa+o
A-L
zi,

st
09
zs
is

I ' 09 S?
I ?NI
t' ANI
?l
'
?N
! Zi
j ( ? fla I
Y '0 O da
I ?1 ¦8 t
l t
i
I '
I
? I
?
aN W DNiL S1X?
`nl? E f I i i

os
f
?
? - zs

f 1 Ln
*'9'Bi A313 J .
CIVON 3Nnumm 3IVIMS 3S N8 .9
1lVNd5d .5't
1.5" ASPHALT
& 6" BASE COURSE
54
52
50
48
46
44
42
40
CENTERLINE ROAD
ELEV 48.54

}

GR bUN

18 R ? 0 0.8
I NV T = 4 -
b.12
IN IN 5.60

54
52
50
48
48
44
42
0+00 0+50 1+00
SECTION E--E
WETLAND IMPACT 8
GRAPHIC SCALE
50 0 25 50 100
1 inch = 50 ft.
1 inch = 5 ft. VERTICAL
SECTION E--E
FETLAND WACT #8 FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION -FOR PERMITTING ONLY
OYSTER LANDING SUBDIVISION WETLAND WPACT #8
WETAND IMPACTS CROSS SECTION
MARK HARGROVE, PE
o LUMING L&C P.O. BOX 2101
1608 > w, 2 , ?sv 302 WILMWGTON, NC 28402
DRAYN BY: SCALE:
301TH 1 "=50'
APPROVED Br. DATE:
MNH 6/17/2010
FIGURE NO.
7B
JOB No:
oraz/r% HM
:ON SM ::
21VG :A8 (13A0)dddV
S f
Jo7 y + L71tiJ[
ON 3mnou -Awm *A NMV80
AZNO ONLLLIIn MI XOd - Ni
f
eotez ON -NOLDKUMR
Tore xo$ •o•d
ad JHAONOUM XM
00 J jvcu I amLu
oS = you, f j

(off
c ?Vlod
31H8? U` 1 0s;
f
?)N U S I X

it f

f f

/ rcn) C
! .......... __._ I - / ?j
/ ------------
?Ss
is -bZ L ~ _ -•_
t 6# iOVdWl / ` --- ~ -
1
J t + + \ *=
l ' -- 7'
zos
ao9r
ITOISltMMS DNIa&rR 9J,LSA0
[ CQFISVTIH2I ION - NOISEIG IVNI3
l
z -
o
0
o -
m
0
;l
D
D :7!
O _
np `
m
? D
r I
Z
g Z _ ?m
cn
C i D N?
< I rn
V)
?Z 1
g ? ? I
0?
Li
S
goz
0 Z
;D 0 ?
o ?_0
we n0 1
m D
o?
N
Z. ?
gip? i
gm=
012
o ,
N -0
- I
m \
D n ? 1?
Z
z _m ?•
D v D? _
-
7d
Z o
_ .. ,
o 00 ! •_
? y 1
n --
JJJ -
i RFC TAT i
SEP 2 2 2010
BY?
f
LAT: 32° 32' 55.74 N
LONG: 77"_ ,2C-1 5.87" W
r
k-7/ V
+- 159 SF
A-, ? TEMPORARY WETLAND IMPACT
48°+ 00
50+0
F ' FM
.. W
RIW)
NC HWY 17
GRAPHIC SCALE
30 0 15 30 60
1 inch = 30 ft.
FINAL
GN - NOT RELEASED
It CONSTRUCTION - FOR PER1bII'TIZNG ONLY
OYSTER LANDING

SANITARY SUM GRAVITY, FORCM UN DRAWN er. SCALE FIGURE NO.

& SANITARY SERER Rit' M L= I/ARK HARGROVE, PE
GRO 1aVH 1 =90' 1
P
O
BOX
2101
.
.
MAMMA, NC ,28¢02 APPROVED er. DAB JOB No
iaae slow says 1m a/s/amo
IT
DL
(100' R/?)
I
GRAPHIC SCALE
30 0 15 30 60
1 inch = 30 ft.
RECEI?.TED
SEP 2 2 2010
BY:
LAT7. ' 34` r3'2' 54.78 N
- LO 23.11 " W
i? n :l
G E173 SF
.; /
V' TEMPORARY WETLANQ.'?`iMPACT
54+00 5?+00, 56+00
M
Lsso
DL ?- DL DL
W ' W W
NC HWY 172 (100' R/W)
r;r
NAIL -
r
NAI• pESIGN - NOT
SANITARY SL'11J?R GRAVITY, FORCMUM
& SANITARY STWJM RMSZ LIIVJ:

FOR CONSTRUCTION - FOR PERMnTINq,YQb[LY;
DRAWN BY: SCALE: MURE NO.
MAW HARGROVU, P6 Im 1 =30' 2
P.O. BOX 2101
lIMMGTON, NC 28402 APPROVED Dr DAIS JOB Na
JM 0104/A01
GRAPHIC SCALE
30 0 15 30 60
MISSION
1 inch = 30 ft.
FSEP IVED
2 201 0

1
6 2+ O;Q`? ,
l 1 ?
FM u 1 u F 1- _`5
LAT: ^34°V 32^ ; 53.51- N)/ r' f!v A' f
LONG: 77° 26;' 31?.?7if W
99 SF\
TEMPORARY, WET AND IMPACT
'I'll Ilk
r

-w
NC HWY 172
- NOT
SANITARY SEDER GRAVITY, FORCMUN
& SANITARY SEDER REUSrC LINE
I 1608 M7R' cv AW, SE= 302 1
e _ v.L?._._
IN
(100' R /W)
W
??:
r
FOR CONSTRUCTION - FOR G ONLY
DRAWN BY. SCALE: FIGURE NO.
YAM MRGROVE, PL Im 1 =30, 3
P.O. BOX 2101
I MUNGTON, NC 28402 APPROVED Or DATE: JOB NO.'
Im 0/0 41m
GRAPHIC SCALE
30 0 15 30 6D
1 inch = 30 ft.
SEP 2 2 2010
LAT: 34° 32' 52.45" N
LONG: 77° 26' 39.33" W
+/L--, .198,-S F
TEMP,Oq-A X WETLAND IMPACT
tad''..
68+00 t`1 69+00 70+00
F
T", 1 FMA t ^r% FM --- FIVI
,.
?-4(0_j
13 L
30 -
-- -W W W W
NC HWY 172 (100' R/W)
;FINAL DESIGN - NO'S" RELEASED FOR CONSTRUCTION - FOR PERMTT NG ONLY
OYSTER LANDING DRAWRI BY' SCAM FIGURE O.
SAWA" SEIIBR GRAVITY. FORCEI(ADr M MK XARGROVE, PR YNH 1 a90' 4
& SAWA" SIsM REUSE LM P.O. BOX GRO 2101 liGTON, NC 28402 APPROVED BM. DAIS: JOB ND:
isoe
=Alrmq 308 1 NFI a/o4/E01

SEP 2 2 2010

f ,°:} 1 g z
+_00
,
NC
_'**T,,-?34° 32' 49.89" N
26' 57.06"
' DL
_..w
TEMFORARY'?WETLAND IMPACT
84-'00 --' _ ; X85+OC? t4
30
dVY 172

(100' R/W)

w
GRAPHIC SCALE
30 0 15 30 60
1 inch = 30 ft.
P1< NA ``L
FP AL DESIGN -NOT RELEASED FOR CONSTRUCTION - FOR PE MTIOrNG ONLY]
OYSTER LANDING ORAVIN BY. SCALE: F=RE NO.
SANITARY SEDER GRAVITY. FORCEYAIN
& ]LARK HARGROVE, PS YNH 1,-301 S
SANITARY SEDER RWSF LW P.O. BOX 2101
11i BO TON, 1 ANC 28402 APPROVED Dr. DATE JOB NR
1606 3W im 111811$010

SEP 2 2 2010

., -
LAT• ;, ; ? x-49.29" N
LONG: 77° 27' 1.40" W
+/- 184 SF
TEMPORARY WETLAND IMPACT
87+00
88+00
89+0

DL ?NC HWY 172

30-- - W
W
100' R/W)
GRAPHIC SCALE
30 0 15 30 60
1 inch = 30 ft.
L FI*??TA?Lf?DESIGN - NOT RELEASED FOR CONSTRUCTION - FOR PER11117ING ONLY J
Orsm LANDING DRAWN BY. SCALE: FNRME NO.
SANITARY SEINER GRAVITY, FORCEYAIN YARK HARGROVE, PE mm 1 `-SO' 6
do SANITARY SEINER REUSE LINE P.O. BOX 2101
IIMENGTON, NC 28402 APPROVED Br. DAM JOB ND:
150H m1wMaRmApum 30 IQVH 1/18/8010
1
GRAPHIC SCALE
30 0 15 30 60
1 inch = 30 ft.

SEP 2 2 2010
LAT: 34° 32' 40.5911 N
LONG: 77° 28' 1.69" W
+/- 202 SF
TEMPORARY WETLAND IMPACT
'l. r?7 II $ ? ?;
fps t f f
f l? 7_ ?.
138+00
?__FM D?
w
139+00
DL-
-W-4 w

100) R/w)
NC HWY 172
l FINAL DESIGN - NQT R ED FOR CQNS*Ugn0l
OYSTER L MRVG
SANIT.U2Y SEVER GRAVITY, FORCMU N
& SANITARY SEVER REUSE ZM MAW HARGROVE, PH
MUM= WIAW2 WACTs P.O. BOX 2101
1608 s= 9012 1I1LMGTON, NC 28402
- FOR PER1bII ,.'I'I'IT ONLY, i
DRANK BY. WAX: FlDURE NO.
mm 1 -S0, 7
AMROVW BY: DATE: JDB N0:
l(Nli 1/ls/gOlo
GRWrHIC SCALE ` I ( 1 II
I
60 0 30 60 i 4
X20 .? - ---? ,
y / f
1 -inch = 60 ft.
t r?_??? i
1 \\ I ,? 1 I ,` ?` I I //
R 4 e
/ r
I . , ?'?? t l l I? ' I ' I
.ss
/ ss?./?;? \ / I
I It N, v e t t ; .? a I
©11
t \ \' I I I I'N
_
N,
\ 40? ,t I III I A ???? % -? y
\ ? t ? t
,p
HEADIVALL
'i 0r???? r - 4.'? 32'1.84" N +
! I li 1 1 i LONG: 77* 29' 62 W
-SF
\
\ \ \ T6M WE ND IMPACT Ij 'I,
!WOODS EGc
3+ U. i 189 00\ use 0 ?'OF 4`;91+0 192+0? I _7 vt
-NC HWY 1 (100' R/W) C
c f - S-;7 - - - - -? - -k?
ILDBS_? ?NOn'^ FOxCONWCI'IQN F4RPF t G0 z
--
OYS7XR LANDING DRAWN Br. SCALE: FIGURE NO.
SANITARY SEVER GRAVITY, FORCEIIAIIN
& SANITARY SRTM REUSE LINE PARK HARGROVE, PS yNg 1 144, 8
P.O. BOX 2101
lIII.1?TGTON, NC 28402 APPROVED °'" °"'E ,ae Na
1608 30Jfi 502
JIM 1/18/2oso