20031022 Ver 1_COMPLETE FILE_20030818

W A T?. Michael F. Easley, Governor
OO William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
`
`F. Alan W. Klimek, P.E., Director
_ Division of Water Quality
Q Coleen H. Sullins, Deputy Director
Division of Water Quality
November 17, 2003
DWQ# 03-1022
Johnston County
Johnston County - Department of Public Utilities
C/o Mr. Charles Oates
P.O. Box 2263
Smithfield, NC, 27577
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Oates:
You have our approval, in accordance with the attached conditions, to temporarily impact 0.20 acre of wetlands and
2,400 linear feet of streams in order to construct the Meadow Water District Project in Johnston County, as described in
your application received by the Division of Water Quality on August 18, 2003 and in additional correspondence received
October 2, 2003. After reviewing your application, we have decided that this fill is covered by General Water Quality
Certification Number 3374, which can be viewed on our web site at http://h2o.enr.state.nc.us/ncwetiands . This
Certification allows you to use Nationwide Permit Number 12 when issued by the Corps of Engineers. In addition, you
should get any other federal, state or local permits before you go ahead with your project including (but not limited to)
Sediment and Erosion Control, Randleman Buffer Rules, Non-Discharge and Water Supply Watershed regulations. Also
this approval will expire when the accompanying 404 permit expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application. If you change your
project, you must notify us in writing and you may be required to send us a new application for a new certification. If the
property is sold, the new owner must be given a copy of the Certification and approval letter and is thereby responsible for
complying with all conditions. If total wetland fills for this project (now or in the future) exceed one acre, compensatory
mitigation may be required as described in 15A NCAC 2H .0506 (h). For this approval to be valid, you must follow the
conditions listed in the attached certification and the additional condition listed below:
1. Upon completion of all work approved within the 401 Water Quality Certification, 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;
2. 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 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.
IOM
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (htip://h2o.enr.state.nc.us/ncwetlands)
Customer Service #: 1-877-623-6748
Mr. Oates
Page 2 of 2
November 17, 2003
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.
If you do not accept any of the conditions of this certification, 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 1506 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 Steve Mitchell in our Raleigh Regional Office at 919-571-4700 or Cyndi Karoly in our
Central Office in Raleigh at 919-733-9721.
Sincerely,
ore4 Alan W. Klimek, P.E.
AW K/cbk
Attachments
cc: Corps of Engineers Raleigh Regulatory Field Office
Raleigh DWQ Regional Office
Central Files
File Copy
Charles Oates, S&ME, 231 Labonte St., Conway, SC, 29526
031022
MEMORANDUM
TO: John Dorney
Non-Discharge Branch
Regional Contact: Steve Mitchell
WQ Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Meadow Water District Project - Johnston Public
Project Number 03 1022
Recvd From APP
Received Date 8/18/03 Recvd By Region
Project Type Water Main installation
Certificates
Permit Wetland Wetland Wetland Stream
Type Type Impact Score Index
County Johnston
County2
Region Raleigh
Stream
Class Acres Feet
Prim. - Supp. ° Basin Req. Req.
Stream Impacts (ft.)
lam
F-12 FT-0-
Y O _NF_ 27-32 F C NSW 30,402. 0.20 2,400.00 F-
NBR B,, ftcr F7_0 ?N F___ -,-'4 7 77 ;o.4()2- ??-
-? O Y O N F_ 27-52-5-2 F c NSW 30,404.
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? Q Y O N Did you request more info? Q Y O N
Have Project Changes/Conditions Been Discussed With Applicant? Q Y O N
Is Mitigation required? Q Y Q N Recommendation: Q Issue O Issue/Cond O Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
October 1, 2003
ISSUE
Water main stream crossings and wetland impact are mostly witnin DOT r o w, and have been
mjnimized to the maximum.
cc: Regional Office
Central Office Page Number 1
Facility Name Meadow Water District Project - Johnston Public County Johnston
Project Number 03 1022
Comments (continued from page 1):
Regional Contact: Steve Mitchell
Date:
cc: Regional Office
Central Office Page Number 2
S&ME
September 30, 2003
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
?VETI.A /401 GROUP
O f: T - 2.2003
Attention: Steve Mitchell ATER QUALITY SECTION!
Reference: Nationwide Permit No. 12 Meadow Water District Project
Johnston County, North Carolina
S&ME Project No. 1618-03-327
Dear Mr. Mitchell:
Please find the following additional information associated with the referenced project. There are
four additional crossings that can not be installed within the limits of the highway right-of-way as per
Johnston County.
Thank you for your help with project, I apologize for any inconvenience this may have caused.
If you have any questions or require additional information please do not hesitate to call at (843) 450-
1331 (cell) or [phone] (office).
Respectfully,
S&ME, Inc.
Charles C. Oates, Jr.
Natural Resources Project Manager
r4e4 oaro?2
S&ME, Inc. [phone]
231 Labonte Street [phone] fax
Conway, South Carolina 29526 www.smeinc.com
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TITLE
INDEX
SHEET
PROJECT NO. 73037900
2
SHEET NO. 2 OF 100
MEADOW WATER DISTRICT IMPROVEMENTS DWQ# 03-1022
Wetland Crossing Jurisdictional /Non-Jurisdictional Area of Temp. Impact (sq. ft.) Area of Temp. Impact (acres) Stream Impact (sa. ft.) Stream Impact (acres) Stream Width (ft.)

S-11 Jurisdictional 721 0.016551882 200 0.004591368 20
S-12 Jurisdictional 865 0.019857668 150 0.003443526 15
S-31 Jurisdictional 701 0.016092746 220 0.005050505 22
S-32 Jurisdictional 431 0.009894399 100 0.002295684 10
S-33 Jurisdictional 1057 0.024265381 40 0.000918274 4
8-78 Jurisdictional 145 0.003328742 80 0.001836547 8
S-79 Jurisdictional 641 0.014715335 80 0.001836547 8
S-100 Jurisdictional 1210 0.027777778 40 0.000918274 4
S-104 Jurisdictional 118 0.002708907 40 0.000918274 4
S-113 Jurisdictional 273 0.006267218 120 0.002754821 12
S-114 Jurisdictional 318 0.007300275 100 0.002295684 10
S-119 Jurisdictional 609 0.013980716 50 0.001147842 5
S-123 Jurisdictional 726 0.016666667 110 0.002525253 11
S-125 Jurisdictional 1211 0.027800735 40 0.000918274 4
S-129 Jurisdictional 1132 0.025987144 400 0.009182736 40
S-133 Jurisdictional 42 0.000964187 40 0.000918274 4
S-136 Jurisdictional 817 0.018755739 500 0.011478421 50
S-143 Jurisdictional 473 0.010858586 80 0.001836547 8
S-159 Jurisdictional 162 0.003719008 30 0.000688705 3
S-166 Jurisdictional 101 0.002318641 30 0.000688705 3
S-167 Jurisdictional 311 0.007139578 20 0.000459137 2
S-168 Jurisdictional 332 0.007621671 30 0.000688705 3
S-178 Jurisdictional 148 0.003397612 20 0.000459137 2
S-181 Jurisdictional 153 0.003512397 20 0.000459137 2
S-186 Jurisdictional 150 0.003443526 30 0.000688705 3
S-193 Jurisdictional 452 0.010376492 40 0.000918274 4
S-198 Jurisdictional 969 0.022245179 30 0.000688705 3
S-210 Jurisdictional 648 0.014876033 30 0.000688705 3
S-212 Jurisdictional 78 0.001790634 30 0.000688705 3
S-216 Jurisdictional 1148 0.026354454 100 0.002295684 10
S-218 Jurisdictional 503 0.011547291 30 0.000688705 3
S-221 Jurisdictional 82 0.001882461 20 0.000459137 2
S-224 Jurisdictional 242 0.005555556 30 0.000688705 3
S-225 Jurisdictional 110 0.002525253 20 0.000459137 2
S-236 Jurisdictional 628 0.014416896 30 0.000688705 3
S-251 Jurisdictional 2000 0.045913682 500 0.011478421 50
S-270 Jurisdictional 1180 0.027089073 150 0.003443526 15
S-273 Jurisdictional 1126 0.025849403 200 0.004591368 20
S-276 Jurisdictional 383 0.00879247 50 0.001147842 5
S-278 Jurisdictional 1600 0.036730946 400 0.009182736 40
S-509 Jurisdictional 1156 0.026538108 300 0.006887052 30
S-521 Jurisdictional 769 0.017653811 40 0.000918274 4
S-543 Jurisdictional 244 0.005601469 15 0.000344353 1.5
S-547 Jurisdictional 488 0.011202938 50 0.001147842 5
S-570 Jurisdictional 988 0.022681359 20 0.000459137 2
S-578 Jurisdictional 1337 0.030693297 20 0.000459137 2
S-586 Jurisdictional 764 0.017539027 100 0.002295684 10
S-590 Jurisdictional 253 0.005808081 30 0.000688705 3
S-595 Jurisdictional 85 0.001951331 80 0.001836547 8
S-603 Jurisdictional 300 0.006887052 50 0.001147842 5
S-604 Jurisdictional 552 0.012672176 30 0.000688705 3
S-611 Jurisdictional 1103 0.025321396 150 0.003443526 15
C592-16 Jurisdictional 1255 0.028810836 120 0.002754821 12
C700-40 Jurisdictional 1800 0.041322314 200 0.004591368 20
C701-152 Jurisdictional 1090 0.025022957 60 0.00137741 6
TOTAL 32035 0.735422406 5115 0.117424242 549.5
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STREAM CROSSING C700-40
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SECTION VIEW
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STREAM CROSSING C701-152
N.T.S.
Triage Check List
Date: 9 " Qq- o3
Project Name:
DWQ#: C X3 - 1 C) a
?? c451?
County:
To: ? ARO
? FRO
? MRO
91 RRO
Mike Parker
Ken Averitte
Alan Johnson
Steve Mitchell
? WaRO Tom Steffens
? WiRO Noelle Lutheran
? WSRO Daryl Lamb
From:
Telephone : (919) -7 3 ?' 1 ' ?4
The file attached is being forwarded to your for your evaluation.
Please call if you need assistance.
? Stream length impacted
? Stream determination
? Wetland determination and distance to blue-line surface waters on USFW topo maps
Ja'11inimization/avoidance issues
Buffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
? Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
heck drawings for accuracy
? Is the application consistent with pre-application meetings?
? Cumulative impact concern
Comments:
Letter of Transmittal 23 Labonte Street
Conway, SC 29526
[phone]
Fax[phone] ENGINEERING • TESTING
® ENVIRONMENTAL SERVICES
Q 22 www.smeinc.com
Date: September 17, 2003 Email: CoatesAsmeinc.com
To: Mr• Steve Mitchell Phone [phone] office
843.450.1331 cell
From: Charles Oates
We are sending you: x Attached _ Under separate cover via
The following items:
Copies Date Description
7 9/17/03 Revisions as per your registered letter dated August 22, 2003 for theMeadow Water District
Project in Johnston County, North Carolina DW 03-1022
Please give me a call if you have any questions at the numbers listed above.
I
SEP
SECTION
S&", Inc.
/Y e
A6
Charles Oates
Project Manager
IF YOU HAVE ANY QUESTIONS, OR IF ENCLOSURES ARE NOT AS NOTED ABOVE, PLEASE NOTIFY US AT ONCE.
This Letter of Transmittal and the documents accompanying this Letter of Transmission contain information from S&ME, Inc., which is confidential and
legally privileged. The information is intended only for use of the individual or entity named on this transmission sheet. If you are not the intended recipient,
you are hereby notified that any disclosure, copying, distribution or the taking of any action in reliance on these documents is strictly prohibited.
-Us 10 22
MEADOW WATER DISTRICT IMPROVEMENTS DWQ# 03-1022
Wetlans Crossing Jurisdictional / Non-Jurisdictional Area of Temp. Impact (sq. ft.) Area of Temp. Impact (acres)
S-11 Jurisdictional 921 0.021143251
S-12 Jurisdictional 1015 0.023301194
S-32 Jurisdictional 531 0.012190083
S-33 Jurisdictional 1097 0.025183655
S-78 Jurisdictional 225 0.005165289
S-79 Jurisdictional 721 0.016551882
S-100 Jurisdictional 1250 0.028696051
S-104 Jurisdictional 158 /? 0.003627181
S-113 Jurisdictional 393 0
0.009022039
S-114 Jurisdictional 418 0.00959596
S-119 Jurisdictional 659 0.015128558
S-123 Jurisdictional 836 0.019191919
S-125 Jurisdictional 1251 0.028719008
S-129 Jurisdictional 1532 ( 0.035169881
S-133 Jurisdictional 82 0.001882461
S-136 Jurisdictional 1317 0.03023416
S-143 Jurisdictional 553 0.012695133
S-159 Jurisdictional 192 0.004407713
S-166 Jurisdictional 131 0.003007346
S-167 Jurisdictional 331 0.007598714
S-168 Jurisdictional 362 0.008310376
S-178 Jurisdictional 168 0.003856749
S-181 Jurisdictional 173 0.003971534
S-186 Jurisdictional 180 0.004132231
S-193 Jurisdictional 492 0.011294766
S-198 Jurisdictional 999 0.022933884
S-210 Jurisdictional 678 0.015564738
S-212 Jurisdictional 108 0.002479339
S-216 Jurisdictional 1248 0.028650138
S-218 Jurisdictional 533 0.012235996
S-221 Jurisdictional 102 0.002341598
S-224 Jurisdictional 272 0.006244261
S-225 Jurisdictional 130 0.002984389
S-236 Jurisdictional 658 0.015105601
S-251 Jurisdictional 2500 0.057392103
S-270 Jurisdictional 1330 0.030532599
S-273 Jurisdictional 1326 0.030440771
S-276 Jurisdictional 433 0.009940312
S-278 Jurisdictional 2000 0.045913682
S-509 Jurisdictional 1456 0.033425161
S-521 Jurisdictional 809 0.018572084
S-543 Jurisdictional 259 0.005945822
S-547 Jurisdictional 538 0.012350781
S-570 Jurisdictional 1008 0.023140496
S-578 Jurisdictional 1357 0.031152433
S-586 Jurisdictional 864 0.019834711
S-590 Jurisdictional 283 0.006496786
S-595 Jurisdictional 165 0.003787879
S-603 Jurisdictional 350 0.008034894
S-604 Jurisdictional 582 0.013360882
S-611 Jurisdictional 1253 0.028764922
TOTAL 36229 0.831703398
NERODS/401 CROUP
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3' MIN. - - - - 3' MIN.
20' -? 5' MIN. - 20'
PVC PIPE LOK GASKET (PIPE DOK GASKET (PIPE PVC PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW
STREAM CROSSING S-11
N.T.S.
I.

F-
W (n
rr,
T T
al I NC 242 o I I I la

?I I ?I I I I c

EOP MI I
to
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5' MIN. f!: 5' MIN.
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w z
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a> N
w W
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I \Y ?
JUTE MATTING
Y Y ?Y l! + W W W
R/W v v v N r v W W v .r r
? W W W W W W W y W W W W
w WETLAND AREA = 1015 SF `'1 '4e lp
z0 ?Y ?Y W W W W W W W w
N W W W W W W W W .t.
j PLAN VIEW ?
wl Z) w lU-
:3
z m
ZIm
EXISTING PAVEMENT-
3' MIN.i
20' --,
PVC PIPE D.I.P. WITH FIELD
LOK GASKET PIPE
EXISTING 36" RCP
r- EXISTING 36" RCP
IL -- _
5' MIN.
D.I.P. WITH FIELD J
LOK GASKET PIPE
SECTION VIEW
I
N
O? iw
Z
W
uj O
? N
wl W
w :3
zim
- WETLAND FLAG (TYP.)
-----------
20' 3' MIN.
D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE
STREAM CROSSING S-12
N.T.S.
Q O
W n °
0?
H
2 EXISTING 6x8 BOX CULVERT
I
NC 242
EOP
5' MIN. 5' MIN.

.? v .v 4,
W
R W 41 ETLAND AREA = 531 SF

N 41
W
z W
III
Z 411 111. I W
> 0
IN >
I ,
O ,
N O
N
S S
w (n w PLAN VIEW Iw
D L
W IZ) W D W D
z m z m z?m
WETLAND FLAG (TYP.) JUTE MATTING (TYP.)
EXISTING PAVEMENT
2
EXISTING 6x8
BOX CULVERT
3' MIN. - -
20' 5' MIN. 20'
PVC PIPE D.I.P. WITH FIELD D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE LOK GASKET PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW
STREAM CROSSING S-32
3' MIN.
N
ch z
WIO
N
W W
U) L
=) W
W D
=lm
N.T.S.

EOP
5' MIN.
NC 242
?I I
?' I I
I I
15" RCP
RAW W
I I >
_ D
N
W W
WIZ WIZ
> ON > N
LLI
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W D W D
Z m ZIm
EXISTING PAVEMENT
3' MIN.
20'
PVC PIPE D.I.P. WITH FIELD
LOK GASKET PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE
5' MIN.
'--*JUT ?? MATRNG (WP.) W W -?
Y Y W * W W W W W W W W W
WETLAND AREA = 1097 SF
Y •Y w W V? Y Y Y W Y ?Y ?Y
W W W I W W W W? W W W W W W
N
W W WIW W .? ? IW W ? ? ? W
W W > O W > O
t PLAN VIEW wlw
D ? D LL
W :) W D
zlm zlm
VD FLAG (TYP.)
EXISTING 36" RCP
-------------------3' MIN.
5' MIN
?- - 20' -
D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE
SECTION VIEW
STREAM CROSSING S-33
N.T.S.

F-
U)
w I I I I L4 NC 242
_ IIIIcl _
EOP I i l l 0
l? ? I I I I ?° j
5' MIN. 5' MIN.
JUTE MATTING (TYP.)
I R/W
e
WETLAND AREA 225 SF FENCE) N
N I W W
I
Z Z Z ir z
;IO j0 j0 j0
> (N N
AIL PLAN VIEW V) ? 0ILL
W LL. WILL- D WZ) LL. Z) LL
ID W
Zlm Zlm Zlm ZIm
WETLAND FLAG (TYP.)
EXISTING PAVEMENT (2) EXISTING 36" RCP
3' MIN. 20' 5' MIN. 20' 3' MIN.
PVC PIPE LOK GASKET (PIPE LOK GASKET (PIPE PVC PIPE
D.I.P. WITH FIELD -/
LOK GASKET PIPE SECTION VIEW
STREAM CROSSING S-78
N.T S.

Q
w
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0
n
I I I I
1 1 1 1 c- NC 242
?I I I I?
EOPI? ? r? 1 1 1 1 ?' 1
ii I I I I
5' MIN.
,111,
5' MIN.
N
Raw \l, \V 1.11 1 .v +
WETLAND AREA = 721 SF
W ?Y ?L ?Y ?L y L
W Z ? Z
c) 11, 4? O 11/ 41 .1/ ?v
N N
f fl,

WI w WI w
Cr) U
D D

zl m zi In
L- WETLAND FLAG (TYP.)
EXISTING PAVEMENT
PLAN VIEW
(2) EXISTING 36" RCP
------ -?
I
3' MIN.
20'
PVC PIPE D.I.P. WITH FIELD
LOK GASKET PIPE
D.I.P. WITH FIELD -
LOK GASKET PIPE
j
20'
D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE
SECTION VIEW
STREAM CROSSING S-79
Nrs
5' MIN.
ITLAND FLAG (TYP.)
3' MIN.

EOP
5' MIN.
R/W
Q
w
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r)
CD
NC 242
5' MIN.

JUTE IMATTING (TYP.)
Z16
q/ ? ? 4 I ? ? 1?1 4 ? lp IV ? "1' "v 111,
y 1 ? ? Nv ? 4, ? ? ? IV
`v WETLAND AREA = 1250 SF I `- I N
11 w •V %p 41 w .? .? 14. .V IV W i. 41 y

N
w w W w PLAN VIEW w w w
co U- co
l U- co w
U) l
w b D w D
bi D D i
z I m zI m zI m z lm
-WETLAND FLAG (TYP.) EXI STING 36" RCP
EXISTING PAVEMENT--\
3' MIN. 5' M N.
20' 20'
PVC PIPE D.I.P. WITH FIELD D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE LOK GASKET PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW
STREAM CROSSING S-100
3' MIN.
N.T.S.
Q
W
EOP --\
5' MIN
tl
NC 55
III _
NII
II
5' MIN.
T
JUTE MATTING (TYP.)
RAW.
N
W
O I W
O
FY
I I
W W W w
N W
w
D cn
u W
i
I
z m z m
WETLAND FLAG (TYP.)
EXISTING PAVEMENT
I/[ TLAND AREA I = 158 SF
I, v,111, I W
? Z
W O
SI
N
ly-
PLAN VIEW
W m
U) ?
wlD
z m
r- EXISTING 24" RCP
N
WIw
W Z
> O
N
WIw
U) W
WID
z m
------------ ------ ------
3' MIN. 5' MI 3' MIN.
20' 20'
PVC PIPE D.I.P. WITH FIELD D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE LOK GASKET PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW
STREAM CROSSING S-104
N.T.S.
S
a
\ \ \ \ NC 96
EO P ?c o\ \ \ \%c)
\ \ \ \
5' MIN. 5' MIN.
I 11-J,
RIW47-
IN I?

? W
Z
l W
Ld Z
l
O O
FY ?

:
:) II V) LL-
w W
z Im zlm
EXISTING PAVEMENT-
3' MIN. -i
A
& -
I
MATTING (TYP.)
WETLAND AREA = 393 SF
? ? ?
1,

41 Y `Y
%

I

N
L W
Z W
Z
NN I o
N
>
PLAN VIEW
I (
WETLAND FLAG (TYP.) w
D w D
zIm z I m
EXISTING 36" RCP
----- 1? o L --------
20' 20' 3' MIN.
PVC PIPE D.I.P. WITH FIELD D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE LOK GASKET PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW
STREAM CROSSING S-113
N.T.S.

Q o
W u

V)
I II I
?I II Ia_ NC 96
?I II I?
E 0 P ?? I II I
5' MIN.
R/W
N •-
W W
of Z Z
L,j
O O
>

LLJ
LL- U) ?
D LL- :D LL-
W D W D
z m z m
5' MIN.
?J
1i,
tEHEV?-
Of
~ WETLAN D
y y
?L ?L ?L .y X111.
PLAN VIEW
MATTING (TYP.)
A = 418 SF
N
W
ui z
> O W
Z
> O
Fh N Fr N
U) LLOf
- j
D U-
W :D
zlm LL
W :D
zlm
L- WETLAND FLAG (TYP.)
EXISTING PAVEMENT EXISTING 36" RCP
3' MIN. 20' 20' 3' MIN.
PVC PIPE D.I.P. WITH FIELD D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE LOK GASKET PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW
STREAM CROSSING S-114
N.T.S.
Q
w
ry
noo
0
I I BRYANT POND RD.
a- a-
_ I I I I S.R. 1113
o"1 I I to
EOP+-\ I I I I ?' j
t t t t
5' MIN.
5' MIN.
JUTE MATTING (TYP.)
N
?Iw
w z
> 0
N
W f'y
(/) LWi
w
z co
RAW .? ?. .?. .? w .? .? .?
WETLAND AREA = 659 SF
w
q, A/ IV 1/ 11,
all, W w •V %J/ %4/ %1, \11 11' 111.
W PLAN VIEW
LzI m
WETLAND FLAG (TYP.)
EXISTING PAVEMENT--\
3' MIN. 20, 5' MIN 20, 3' MIN.
PVC PIPE D.I.P. WITH FIELD D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE LOK GASKET PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW
STREAM CROSSING S-119
N.T.S.
EXISTING 36 RCP

5' MIN. MIN.
w JUTE MAT#ING (TYP.)
? 1L

RAW v .v v •? .v
v v .v
WETLAND AREA
= 836 SF

41
t
>
N .V >
II
N o
> I
N
l w .
.
lw PLAN VIEW
w w
?? w w
NI``

w
D w D w
zI m zlm zIm
WETLAND FLAG (TYP.)
EXISTING PAVEMENT EXISTING 36" RCP
3' MIN. 20' 20' 3' MIN.
PVC PIPE D.I.P. WITH FIELD D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE LOK GASKET PIPE
I I I
ICI ICI lal NC 96
_ ICI I(o)fIIrI _
EOP l of ICI ill
1 I I I I I I

a
w
? o

? o
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW
STREAM CROSSING S-123
IN
w
wlz
? o
N
w ?
??
D LL-
L D
zIm
N.T.S.

Q
w
U Op
I I
NC 96
_ c ol?I
I ( -
EOP N
I? mot- I I
ii I I
5' MIN.
R/W
1 ? ? %p Nv lp 41
? 04 ? ? 1 1/
w y y lp 4 ?y WET LAND AREA = 1251 SF y y y N
z
w I 0 .v .? .v I

w Z .v lk 14o, %41 y
.v
?. ?. ?. ?. w I %
Z
.?
> -41 l y yJ y y y y ??
of
l w I W I l w
(n
u l
i
j (n
w L
i
?
PLAN VIEW (n
w L
i
?

z lm zl m I I I zl m
WETLAND FLAG (TYP.)
EXISTING PAVEMENTS /- EXISTING 42" RCP
----- ----- ^ ?--- --------
3' MIN. 20' 5' MIN. 20'
PVC PIPE D.I.P. WITH FIELD D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE LOK GASKET PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW
STREAM CROSSING S-125
5' MIN.
JUTE MATTING (TYP.)
3' MIN.
N.T.S.

JUTE MATTING (4P.)
v
R/VW
y W W I W W W
W ? W W W
N JW W I W W
Z W y W? Z W W
> NN >INN
wIw wlw
V) u-
w w Z)
Zlm Z'm
WETLAND FLAG (TYP.)
3' IMIN.
- - - - - - - 1
20' --?
PVC PIPE D.I.P. WITH FIELD
LOK GASKET PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW
5' MIN.
w ? .? .t- '41 y N
V Y W W .? W . W I Z
W Z t Y? 0
LION ?It
?Iw Ll- jIW
w D w Z)
Zlm Zlm
3' IMIN.
203; MIN.
D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE
STREAM CROSSING S-129
N.T.S.

a
EOPI?
1
5' MIN.
I?
RAW.
IN
n w
Wlz
> 0
? N
W ?
cn l LL
w?
z m
5' MIN.

WET ND FLAG (TYP
Of
W w
z
0
> I
N
W
U)
W I Ll-

Z . m
EXISTING PAVEMENT
1
- - - - - - - - - - - - ----
3' MIN.
ti j
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW
20' 20'
PVC PIPE D.I.P. WITH FIELD D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE LOK GASKET PIPE
I
5' MIN. 3' MIN.
STREAM CROSSING S-133
Q
w
F--
co o
0
?I I NC 96
NI i
?I
I I
JUTE MATTING (TYP.)
WETLAND AREA = 82 SF
PLAN VIEW
EXISTING 36" RCP
N.T.S.
e
?Q
W
H
p!
a a OLD NC 96
U U
EOP?-\ 'o c°D
5' MIN. 5' MIN.
I I I I I I ----JUTE MATTING (TYP.)
Np q, *
N RAW i v- .? y w v. "1 ? W w I N
w (o W ww t o .v y W W W W w WETLAND AREA = 1317 SF .w z'? %" '`' w z
Ni y > N W W y W y w Y w w > > I 0
W I Q' (?' Y Y Jr Ji W Y Y Y Y Y Y Y Y ?'
W W W W W W
N l (n W
b- = 1Je ILi
Z lm z m D W
wl=:) PLAN VIEW ZIm ZI
WETLAND FLAG (TYP.)
EXISTING PAVEMENT 3 EXISTING 60" CMP
- - - - - - - - - - - --
- - - - - - - - - - - -
3' MIN. \ /
20' --?? 20' 3' MIN.
5' MIN.
PVC PIPE D.I.P. WITH FIELD D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE LOK GASKET PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW
STREAM CROSSING S-136
N.T.S.
A
N
W
ll? Z
> I O
LW N
Of
W
W
W D
z m

W o
? a

EOP
5' MIN.
NC 96

R/W •v v .v .v .? ?.

WETLAND AREA = 553 SF J' I `-
W z V L ?L V L L ?' W
Z
of NN .v \41 41 \1/ .v 41 > I O

W
L ?
v. x,111.
U) I j PLAN VIEW W
Z lm I I Zlm
WETLAND FLAG (TYP.)
EXISTING PAVEMENT r EXISTING 42" RCP
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW
3' MIN. 20, 5' MIN. 20 3' MIN.
PVC PIPE D.I.P. WITH FIELD D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE LOK GASKET PIPE

STREAM CROSSING S-143
N
W
> O
WIz
N
W orf
LLI
LL-
UI
W ?
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N.T.S.
JUTE MATTING (TYP.)
,\I/,
I I

OP I I WOODS CROSSROADS RD.
S.R. 1005
?I I
? I I
5' MIN. 5' MIN.
JUTE MATTING (TYP.)

R w .v .v
WETLAND AREA = 192 SF
I N I? - I N

L W
N W
?Ip W
.11, all, jl77
CI W
O

r?l jib PLAN VIEW ?du- ?I

W D W D W D W D
z? m z1 co zI co
z?
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WETLAND FLAG (TYP.) EXISTING 36" RCP
EXISTING PAVEMENT
5' MIN.

3' MIN. 3' MIN.
20 ' 20'
PVC PIPE D.I.P. WITH FIELD D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE LOK GASKET PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW
STREAM CROSSING S-159
N.T.S.
a Tk 00
\o., WOODS CROSSROADS RD.
\ \?oA S.R. 1005
EOP \ \
5' MIN. 5' MIN.
IN
ry
W Z
> O
F N
W ?
V)
W?
zlm
Mli,
1L
R/W W W ??W W WETLAND AREA = 131 SF
WETLAND FLAG (TYP.) W
W
Z
WI
O
N
F
W ?
cn
W h
D

zl m
EXISTING PAVEMENT
PLAN VIEW
?I W
Z
W O
? N
W I W

W ?
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EXISTING 30" RCP
3' MIN. ' 5' MIN 20
20 . ? 3' MIN.
PVC PIPE D.I.P. WITH FIELD D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE LOK GASKET PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW
STREAM CROSSING S-166
N
? W
WIZ
? O
SIN
W ?
V) LL-
D W
W :D
z m
N.T.S.

- rn -
v

WOODS CROSSROADS RD.
S.R. 1005

EOP

5' MIN. 5' MIN.

`, D JLITE MATTING (TYP.)

RAW

N r
w
zo
I w
0 ` II
WETLAND AREA = 331 Il,
SF Lli
I w

0
N r N I I tY N
w w w w PLAN VIEW w l w
l
co l
w D D
U-1
zl m zI co zI m
EXISTING PAVEMENT WETLAND FLAG (TYP.)
EXISTING 24" RCP
3' MIN. 3' MIN.
20' 20'
PVC PIPE D.I.P. WITH FIELD D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE LOK GASKET PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW
STREAM CROSSING S-167
IN
?Iw
w z
> O
N
wlw
D?
w D
ZIm
N.T.S.
.4 t
00

\ \ WOODS CROSSROADS RD. S.R. 1005

EOP
\ \
5' MIN. 5' MIN.
UTE MATTING (TYP.)

-
R W W
E ? W
FENC
N I WETLAND FLAG (TYP.) W y y I I `?
? La
z w
?z
0 uiz
I 0 oz
I 0
WETLAND AREA = 362 SF > >

w
U-
Iw

V)U-
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U)
w

U)
w
cn

W

W ?U-
I
U- U-
I
u?

Z Z)
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Zlm W:D
Zia] W D
Zlm
EXISTING PAVEMENT
EXISTING 36" RCP
5' MIN.
3' MIN. 20' 20' 3' MIN.
PVC PIPE D.I.P. WITH FIELD D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE LOK GASKET PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW
STREAM CROSSING S-168
N.T.S.

a
EOP
5' MIN.
5' MIN.
R/W
W W
Z Z
I
? O
N

ii w
W I LL- c
l
W ?
W ::)
ZI m ZI m
EXISTING PAVEMENT

w
BEASLEY RD. S.R. 1105
W
?- JUTE MATTING (TYP.)
4

D ARE A = 168 SF
I-
Ld W
INN I ON
S L
L'i

W

LLJ
w
N
w
l
?

l
D
w
ZIm ZI m
/ PLAN VIEW
I I
WETLAND FLAG (TYP.)
EXISTING 24" RCP
3' MIN.
20'
PVC PIPE D.I.P. WITH FIELD
LOK GASKET PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE
---------------
5' MIN.
==r 20' 3' MIN.
D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE
SECTION VIEW
STREAM CROSSING S-178
N.T.S.
N
W
OI
W Z
> O
? N
W
N LL-
Z) D
Zlm
i ?
?A
EOP
5' MIN.
R/W
? W
O
> WE IZ
N
W W
w
W ID
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EXISTING PAVEMENT
II - .L I U 1 v-w ?l 11 ./
W
Z
W
I
> O
N
E

W W
LL.
LL.
W D
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EXISTING 30" RCP
- - - - - - - - - - - - - 1
N Lij 1-41
3' MIN. 5' MIN.
20'
PVC PIPE D.I.P. WITH FIELD
LOK GASKET PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE
- - -
3' MIN.
20'
D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE
SECTION VIEW
I
BEASLEY RD. S.R. 1105
o_
5' MIN.
JUTE MATTING[ (TYP.)
WETLAND AREA = 1173 SF
N
w
W Z
> O
Of N
WIW
? LL
W D
ZIm
STREAM CROSSING S-181
N.T.S.
! t
W
G
I 1
I I o- BEASLEY RD. S.R. 1105
EOP I I
1 II i
5' MIN. 5' MIN
JUTE .
MATTING
(TYP.)
?- FENCE

R/W v`
4 41 ELECTRIC FENCE
v, ETLAND AREA = 180 SF
N I ? w
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- I I

r- N
71
W
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PLAN VIEW
>

I
Lij
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LLJ
Z
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N - N
N - N
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W L
W I
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zl
m
z
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zl D
m w
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WETLAND FLAG (TYP.)-?
3' MIN. 20' 5' MIN. 20' 3' MIN.
PVC PIPE D.I.P. WITH FIELD D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE LOK GASKET PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW
STREAM CROSSING S-186
N.T.S.
I j
Q
w
ry
H

EOP
?I
?I
=co
RAYNOR RD. S.R. 1106
5' MIN. 1 1 5' MIN.
RAW Zn2rly -\-JIUTE MATTING (TYP.)
4
WETLAND AREA = 492 SF
FENCE I ? * i?
1 .1 Of
, ? ?
?Iw ?Iz .v \4' 11 V' •v `1' BIZ Ld 04
?Iw
Z O .1. .?. .? y O z Lij
> O > N > N O
WIw WIC .??' WIC
N u PLAN VIEW N b- N
w D w D w D w D
Z m ZIm I I Zlm Zlm
LL*
EXISTING PAVEMENT WETLAND FLAG (TYP.)
EXISTING 48" CMP
3' MIN. 20' 5' MI 20' 3' MIN.
PVC PIPE D.I.P. WITH FIELD D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE LOK GASKET PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW
STREAM CROSSING S-193
N.T.S.
i ?
Q
w
I-
cf)
0
1 1
RAYNOR RD. S.R. 1106
' IN
I 'A
EOPI? I I?
ii ? ?
5' MIN.
5" MIN.
L
14, lp ?
? ? ? ? ? Iv
R/W * I ? 41 .v

z z
>I o ali, ? ? >I
? oy ? ?

w w w w

? U-
w w D
zl m zl m
WETLAND FLAG (TYP.)
EXISTING PAVEME NT
? wV ? .I, I, I,
/ y JUTE MATTING (TYP.)
c I?
WETLAND AREA = 999 SF? f
O z
.v .v .v .v .v w
PLAN VIEW co w
wl?
zlm
EXISTING 42" RCP
I / r- 3' MIN.
3' MIN. 5' MIN c
20 20
PVC PIPE D.I.P. WITH FIELD D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE LOK GASKET PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW
STREAM CROSSING S-198
IN
? w
wlz
? o
? N
ww
U)
w D
zI m
N.T.S.
I r

EOP -\
5' MIN.
NOAH RD. S.R. 1142

24'I RCP _
-? ---
R/W
I N i ?

L, W
Z
N W
Z
N
I N I N
Ld
L LL- ?I I.L.
i D :D
z m z m
EXISTING PAVEMENT--\
5' MIN.
W y II
JUTEyMATTJNG (TYP.)
l y 14 WgLAND,,AR = 678 SF
r-
y W y y ?Y W y ?L y w
Z
w •v W w .v v. W 0
? N
.v .? y W W W y y nV At.
PLAN VIEW
WETLAND FLAG (TYP.)
5' MIN.
EXISTING 30" RCP
LLI 6-j
D LL-
WIZ)
zIm
3' MIN. 20' ---? ?- 20' 3' MIN.
PVC PIPE D.I.P. WITH FIELD D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE LOK GASKET PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW
STREAM CROSSING S-210
N.T.S.
II
III
III
011

N
W
wIZ
> ON
F
WIW LL.
W
zlm
? f
EOP
5' MIN.
GO?
STRICKLANDS CROSSROADS RD.
S.R. 1143
5' MIN.
JUTE MATTING (TYP.)
R/W
N
Lv I Lv w I Lv
z Of
z
> 0 > 0
N N
LdI W wI W
W D W D
z?m z?m
Q
w
ry
F-
III
III
III
II
W F
W
WETLAND AREA = 108 SF
W
W W .?. r
PLAN VIEW
j Lv
EXISTING PAVEMENT
5' MIN:
LEI z
0
N

W W

(A
w Li-

zl m
WETLAND FLAG (TYP.)
EXISTING 36" RCP
' N
Lv
w z
> 0
N
W L
N LL-
D
zLL-
Li-iiD
1 1
3' MIN. 20' 20' 3' MIN.
PVC PIPE D.I.P. WITH FIELD D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE LOK GASKET PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW
STREAM CROSSING S-212
N.T.S.
4;iik
N N
a STRICKLANDS CROSSROADS RD.
S.R. 1143
EOP
5' MIN. 5' MIN.
JUTE I MATTING (TYP.)
y y W W y ? y W y y ? W W
R/W W y WETLAND AREA = 1248 SF
W W y W Wy W W W W W W y
•• Y Y N W W y W y W W I Y Y Y I N
1N I? W y y 1Iy y
BIZ BIZ w?IzY W 11 BIZ
j 0 j 0 j 0 j 0
w w PLAN VIEW w (w W l w
I of
Li
N co I IL N u- N 1,..
L w? W z
Z W ?
Z?m Z?m
Z?m ? m
EXISTING PAVEMENT WETLAND FLAG (TYP.)
EXISTING 30" RCP
5' MIN.
3' MIN. 20' --? ?-- 20' 3' MIN.
PVC PIPE D.I.P. WITH FIELD D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE LOK GASKET PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW
STREAM CROSSING S-216
N.T.S.

w
STRICKLANDS CROSSROADS RD.
a I I S.R. 1143
_ o? _
EOP M I I
j-\
5' MIN. 5' MIN.
JUTE M47ING (TYP.)
F NCE
R/W .? .v .v .? .? I .
N I %1, ,? WE?LANDAREA?, = 5?3 SF?,
W W L L L
Lail l z0 Of l Z0 dl . ; z0 1,11,
N N
N
O of
of Iaf
b- cn ? cn b-
D? D ID PLAN VIEW DU-
z1m Zlm zIm
WETLAND FLAG (TYP.)
EXISTING PAVEMENT EXISTING 30" RCP
3' MIN. 3' MIN.
20' S' MIN. 20'
PVC PIPE D.I.P. WITH FIELD D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE LOK GASKET PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW
STREAM CROSSING S-218
? N
?I W
W z
O
N
d
zlm
N.T.S.
A I
EOP
5' MIN.
FENCE
cv
w
Z
W
> 0
I N
FY
W ry
V) I I
LL
W ?
z lm
EXISTING PAVEMENT
o
Q
W
ry
a- I I STRICKLANDS CROSSROADS RD.
SR 1143
co
5' MIN.
I?
w
WIZ
> 0
N
W Irf
U) I LL
D L-
W D
Z.m
JUTE MATTING (TYP.)
111, L?j ' ?WETLAND AR A = 102 SF
w
wlz
0
N
orf,
LL-Ll-
PLAN VIEW D
Li D
zI m
WETLAND FLAG (TYP.)
EXISTING 18" RCP
IN
m w
Ld
> 0
N
W ?
COI LL-
D D
z I m
5' MIN
3' MIN. 20' 20' 3' MIN.
PVC PIPE D.I.P. WITH FIELD D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE LOK GASKET PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW
STREAM CROSSING S-221
N.T.S.
o
A r
EOP
5' MIN.
5' MIN.
JUTE MATTING (TYP.)
N ? -
W W
O O
ry n,
W
(
?
ILd
V
Y) D I
? D
W D W D
zl m zlm
WETLAND FLAG (TYP.)
EXISTING PAVEMENT
c~n I FENCE
WETLAND AREA = 272 SF
W?IW
Z
> O
? N
W
PLAN VIEW Ld
cLd
w
zl ?
co
EXISTING 30" RCP
-1
5 MIN
3' W N.
3' MIN. 20' 20'
PVC PIPE D.I.P. WITH FIELD
LOK GASKET PIPE D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW
STREAM CROSSING S-224
I ADAMS RD.
?I I SR 1174
?I I
of I
?'I I
I I
I N
D:f W
WIZ
> O
C N
W
?LL-
W D
zlm
N.T.S.
Q
w
a V) o 0
ADAMS RD. S.R. 1174
_ III _
NII
5' MIN. I 1 5' MIN.

R/W--//X -JUTE MATTING (TYP.)

W W W? WETLAND AREA
I = 130 SF
N W
W
WU) •-
Z I Z ali,
- W ,?li,
- m z
> o ; o jl o
fY a
ry I ? LLI
(n
D
D (n
D U- co
D U-
D PLAN VIEW D
zl m z,I m I I zl m
WETLAND FLAG (TYP.)
EXISTING PAVEMENT
EXISTING 24" RCP
C
_ -I-
3' MIN. 3' MIN.
20 20
--r -- - _ YFIELD
E D.I.P. WITH FIELD P. WITH FIELD PVC PIPE
PVC PIP
LOK GASKET PIPGASKET PIPE
D.I.P. WITH LOK GASKET PIPE
SECTION VIEW
STREAM CROSSING S-225
N.T.S.
IN
? I w
z
w o
N
F
w Lu
? "
D D
zIm
i `
Q
w
o
EOP --\\
5' MIN.
WETLAND
FLAG (TYP. )
FENCE
1 1c" SR 1176
? ono
5' MIN.

IV 14/ I'll %41 %,, I
El,
E 41 JUTE FATTING (TYP.)
p JA-
I N I ?
w w
z (if z
> 0
w

O
N >I
F N
?
W W
(n
l U)
I I
w ?
W C
Z. m z m
EXISTING PAVEMENT-
WETLAND AREA?,- = 658 SF I N
W w
w z a z
w
ETON E O
I I
PLAN VIEW
w
?u- c?
W D D D
zim zIm
EXISTING 36" RCP
3' MIN.
20' 5' MI 20' 3' MIN.
PVC PIPE D.I.P. WITH FIELD D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE LOK GASKET PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW
STREAM CROSSING S-236
N.T.S.

a- II
RD.
EOP C°
5' MIN.
5" MIN.
JUTE MATTING. (TYP.)
R/W FENCE
rC4 1' L Y Y I. Y L L Y L 41 I ri• Ji Y L I N 14, 111. IZ Qylz 41 41 11, Ld 11
W
iT- (if NN > NN >I? j N
W w W w PLAN VIEW W
W D W D W
zlm w zlm I I zlm z co
WETLAND FLAG (TYP.) EXISTING 36" RCP
EXISTING PAVEMENT
--------------_? ------
3' MIN.
20' 5 MI . 20, 3' MIN.
PVC PIPE 6" D.I.P. WITH FIELD 6" D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE LOK GASKET PIPE
6" D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW
STREAM CROSSING S-250
N.T.S.
i

NC 50
5' MIN.
a

5' MIN.
JUTE MATTING (TYP.)

RAW W W W W W W W W W W W W W W W
W W W W W W W? W W W W W W W W W W W W W W W W
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
WET'LAND+'FLAG OYP'Y) W W W W W W W W W W W W W W W L W W I W W W W {. WETLAND AREA 2!00 SF
W W W W W W W W W W W W W W W W W W W W W W W W I W W W W W W W
N N
WIZ
2 ?I= 0:1Z y??IZ
N N PLAN VIEW x N N
I SIP ?I En
?
ZIm Zlm Zlm Zlm
- - - - - - - - - - - - - - - - - -
3' MIN.
20'--'? --- ,y --------- ?---20' 3' IN.
.
WITH FIELD PVC PIPE
PVC PIPE OK GASKET PIPE ;/Dol?P
5' MIN. LGASKET PIPE
D.I.P. WITH FIELD SECTION VIEW
LOK GASKET PIPE
STREAM CROSSING S-251
N.T.S.

0
EO P
5' MIN.
I I
al I I I
I I?
C-5)t
of I I to
`° I I I lo
THORNTON RD.
SR 1128
5' MIN.
?-JUTE MATTING (TYP.)
I--/ W y y y
R/Wi Y Y Y Y Y
y y WI W y
N 1i II, Y Y edr Y Y
Z -??
?lO SINN
IQ Of
(f) LL- ??
W ::) w D
zlm zlm
WETLAND FLAG (TYP.)
EXISTING PAVEMENT
W y W y y
? ? ? y ? y ? y y y y
y WETLAND A EA = 1330 SF
Y 1Y IV i y W W y W y N
Y 41 ?V Y W 41 ?Yaf ZY W ?Y ?.
Z
?`0 CI O
PLAN VIEW
W I W w l
U) Of
U-

W?
zlm w
Zl D
m
EXISTING 60" CMP
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW

3' MIN. 20' ---? \ ? ?---- 20' 3' MIN.
5' MIN
PVC PIPE D.I.P. WITH FIELD D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE LOK GASKET PIPE
STREAM CROSSING S-270
N.T.S.
t `
Q
W
ry
EOP
5' MIN.
m
U
N
r
REEDY PRONG CHURCH RD.
S.R. 1124
r
G?
5' MIN.
JUTE MATTING (TYP.)
IN
W
Wlz
> O
N
WIW
W
zlm
W W?l
NV y W
'41
/ y W W W W W y y y
W W w y y y y WETLAND AREA ?- 1326 SF ???
yOZ 41 W W W ? Nt • 41
N Y Y Y
W W W I "' ---?_
W I Z) PLAN VIEW w j
zlm z I m
WETLAND FLAG (TYP.)
EXISTING PAVEMENT 3 EXISTING 72" CMP
- - - - - - - - - - - - - - - - - - - - - -
3' MIN.
20' J 20'
5' MIN.
PVC PIPE D.I.P. WITH FIELD D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE LOK GASKET PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW
IN
"IW
W z
> N
? N
W ?
N L-
w?
zIm
1
3' MIN.
STREAM CROSSING S-273
N.T.S.
Q

E w
U
o
REEDY PRONG CHURCH RD
SR 1124

EOP c°fl
5' MIN. a 5' MIN.
w

JI+TE MATTING (TYP.)

( ? -z
R /W .v .? v. .? .v
WETLAND AREA
433 SF
I W
N
'41
'JV IV
04
W

I W

M ,111

L
o
f w
> ON N >l0?
w M
O
N
f
af
l (Y
DID
PLAN VIEW ?I?
DI
D
W D W D W D W D
z ?m ZIM z1 m zI m
WETLAND FLAG (TYP.)
EXISTING PAVEMENT EXISTING 60" RCP
-------- - --
3' MIN. - 3' MIN.
20 5' MIN. 20
PVC PIPE D.I.P. WITH FIELD D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE LOK GASKET PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW
STREAM CROSSING S-276
N.T.S.

0
J
W
0
Z
F -
V)
REEDY PRONG CHURCH RD. SR 1124
EDP
5' MIN.

5' MIN.
R/W I I o JUTE (MATTING (TYP.)
Y W VW W Y W Y Y W W W Y .Y ? W W W Y Y W W W W W `Y Y
+ W W W W W W W W W W W W W W y W W W W W W W y y
W Y I `Y VY L IW W W Y W W W W N N. W Y .Y W W Y W I W W W Y I
W Y W W W Y W Y L W W W Y W W W W Y L Y Y W W W W W W
WETLAND AREA = 2000 SF
W W Y W Y W W W W Y W Y W Y Y Y .Y W Y W Y Y W Y W Y Y
N - - N
Z K Z W W
K N >N PLAN VIEW SIN SIN
ud to L- ??u- EIS
ZIm Zlm Zlm Zlm
WETLAND FLAG (TYP.)
__ -- -- --------
----------- 7ZL6v
3' MIN.
MIN.
20' 20' 3'
---) PVC PIPE D.I.
P. WITH FIELD ITH FIELD PVC PIPE
LOK GASKET PIPE 5' MIN. SKET PIPE
D.I.P. WITH FIELD J SECTION VIEW
LOK GASKET PIPE
STREAM CROSSING S-278
N.T.S.
rr //
I
MORGAN RD.
S.R. 1211
EOPi-\
?
5' MIN. 5' MIN.
? I
JUTE MATTING (TYP.)
R/W 71- ?? -
IN I ? ? ? I
? Y Y Y Y Y Y W W W ? W W
Z W oL Z W W W W W W W W W WIZ W W
LL,
w 1 ' WETLAND AREA = 1456 SF W W W .°w W W
a: W W W W W W W W W W W y I
of wy y 'pull,
W I W FY IW
lei y W co :3 W 0
zlm zlm PLAN VIEW zlm
EXISTING PAVEMENT WETLAND FLAG (TYP.)
3' MIN.i
- - - - - - - - \ - - - - - - - - - -
20' - ?- 20' 3' MIN.
, 1\\\ 5 MIN.
PVC PIPE D.I.P. WITH FIELD D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE LOK GASKET PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW
STREAM CROSSING S-509
N.T.S.
N
?Iw
W Z
? N
w
N lwi.
Z) L-
w D
zlm
f ?
I?
/yW
vl
O o
U
N
I ALLEN'S CROSSROADS RD.
S.R. 1158
EOP
5' MIN. 5' MIN.
MATTING

R/Wv

I y 'WETLAND AREA = 809 SF
N ? y W W W W W W

l

0 W

t o

W

ETLAND FLAG (TYP.)
W
t o
PLAN VIEW
W I
V) W
? W I w
? w W
NIA

z
m
z
m :D LL.
l l zlm
EXISTING PAVEMENT EXISTING 42" RCP
I
3' MIN.
20' 5' MIN. ?-- 20' 3' MIN.
PVC PIPE DOK GASKET (PIPE DOK GAS ET (PIPE PVC PIPE
D.I.P. WITH FIELD J
LOK GASKET PIPE
SECTION VIEW
STREAM CROSSING S-521
N.T.S.
' N
?w
IZ
> 0
? N
of
?U.
w ?
zlm
O

n- 1 1 MEADOWBROOK RD. S.R. 1136
o11 _
EOP?--\\
^N 1 1
11

5' MIN. 5' MIN.

E MATTING (TYP.)
WETLAND AREA = 259 SF

N R/W .? .i. N
wl zz wI z
O ,,li .v .? ,,I?, w Iz
O wI z
O

Of N ? N
N
?
N
b I w w I w WETLAND FLAG (TYP.) w I w w I w
D L D L D ?
zl m z zLLJ I m PLAN VIEW z Im z zLu l m
EXISTING PAVEMENT
EXISTING 24" RCP
3' MIN. MI 3' MIN.
20' 20'
PVC PIPE D.I.P. WITH FIELD D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE LOK GASKET PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW
STREAM CROSSING S-543
N.T.S.
1 t
Q
w
a I l MEADOWBROOK RD.
_ I I SR 1136
EOP 01 I JUTE MATTING (TYP.)
5' MIN.
N
w R/W w
>INN >I0
r
WIC
cn li (n Lw
w
L? D U
W D W D
Zlm Zlm
WETLAND FLAG (TYP.) ----
EXISTING PAVEMENT
EXISTING 60" CMP
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW
3' MIN. 3' MIN.
20' S' MIN 20'
PVC PIPE D.I.P. WITH FIELD D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE LOK GASKET PIPE
STREAM CROSSING S-547
5' MIN.
WETLAND I AREA = 538 SF
,+Ir,
N
L L Ji L L Of z W
0 Ld
N
L L L L L L L W I ? W
y y y y W
?? WIC
\II, m Z m
PLAN VIEW
N.T.S.
t ? 4
0
BAREFOOT RD. SR 1132
EOP
5' MIN. 5' MIN.
WETLAND FLAG (TYP.) JUTE MATTING (TYP.) 111
,III,
? ? ?I

?W
R .v
I
cv
w .v .v .v
z w
z .? .i. .v v 4, .v w 41 s w
Lij
0 .v
j I
0
? I z
0 .V Nv
> I z
0
F -Of N d11, N
w I w WETLAND AREA = 1008 SF L I w uj w

z m z m PLAN VIEW z m z m
l l I
EXISTING PAVEMENT
EXISTING 36" RCP
- - - - - - - - , - - - - - - -
3' MIN. 5'
20' 20'
PVC PIPE D.I.P. WITH FIELD D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE LOK GASKET PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW
STREAM CROSSING S-570
3' MIN.
N.T.S.
} i /
W
?v.=Ya Y W
EOP
5' MIN.
5" MIN.
R/W ??7T,
?I W
W z
> O
? N
W
N U-
zI co
EXISTING PAVEMENT
3'
20'
PVC PIPE D.I.P. WITH FIELD 5' MIN
LOK GASKET PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE
- - - - - - - - - - - - - - - - - - - ---
20' i
3' MIN.
D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE
SECTION VIEW
?-- JUTE MATTING (TYP.)
lk 41

? W
? Y W W W
W ? W W W TIN ? W W ? y
r Z W W

> Y
lie W W

w v W? W.y

j O W Y Y Wf W ?Y Y W
Z
I

C
W

W W N

? w r
O 41
N
N

I
W W W W
?? W W W W W
W
j
j
W W W (n'
O W W W W trA L
i. Y .y .y .y W
I

?Im
l

Z m O
W
WIC
z co WETLAND AREA = 1357 SF
WETLAND FLAG (TYP.) PLAN VIEW
----- _--?
a I I BAREFOOT RD. SR 1132
III
"' I I
EXISTING 36" RCP
STREAM CROSSING S-578
N.T.S.

ELDRIDGE RD. SR 1122
EOP f
5' MIN.
5' MIN.
R/W

N W ?G W W W W W W W W W

pia
W

WIo
W W W W

W W W W W W W W W

W W W W W z W W
1
Q'
? S
C W W W 0
W W W W W
W W
I
N
m I
N W W W W W W W W W 5jIdw' W W
zl zlm WETLAND FLAG (TYP.) ZIm
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3' IMIN.
1
-- - - - - - - - --- - - - - - --
/
20' - - 5' MIN. - - - I---- 20' 3' MIN.
PVC PIPE D.I.P. WITH FIELD D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE LOK GASKET PIPE
D.I.P. WITH FIELD -?
LOK GASKET PIPE
SECTION VIEW
STREAM CROSSING S-611
N.T.S.
CF N1 A TF`4 ?j ^ '; Michael F. Easley, Govei?,,
V William G. Ross Jr., Secretary
QG North Carolina Department of Environment and Natural Resources
I?.?JM?./4 =1 Alan Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
August 22, 2003
DWQ # 03-1022
Johnston County
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Johnston County - Department of Public Utilities
Post Office Box 2263
Smithfield, NC 27577
Subject Property: Meadow Water District
To Whom It May Concern:
On August 18, 2003 the Division of Water Quality (DWQ) was notified by receipt of your application regarding
your plan to fill wetlands or waters for the purpose of installing a water main to rural portions of Johnston County.
Approval from DWQ is required to disturb these areas. Please provide 7 copies of the following information and
refer to the DWQ # listed above in your reply. Please show these on maps of suitable scale. (for instance 1" = 100
feet) so we can begin to determine your projects' compliance with 15A NCAC 2H .0500.
1. Please show all wetland impacts including fill slopes on the site plan and tabulate impacts in a
table/spreadsheet format.
2. Please indicate all buffer impacts on the site plan.
3. Please indicate the location of the protected buffers as overlays on the site plan.
4. Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the
site plan.
5. Please show the use of anti-seep collars at wetland crossings where appropriate.
Please telephone Todd St. John at 919-733-9584 if you have any questions or would require copies of our rules
or procedural materials. This project will remain on hold as incomplete in accordance with 15A NCAC 2H
.0505(c). The processing time for this application will begin when this information is received. If we do not
hear from you by writing or by fax at [phone] within three (3) weeks we will assume you no longer want
to pursue the project and will consider it withdrawn.
Program
JRD/bs
cc: Raleigh DWQ Regional Office
Raleigh Corps of Engineers
Central Files
File Copy
Charles Oates, S&ME, 231 Labonte Street, Conway, SC 29526
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.ne.us/newetlartd5)
Customer Service* 1-877-623-6748
.'.
Sincerely,
Letter of Transmittal 231 La Int Street
231 way, SC 29526
(843) 3,47--7 7800 *S&ME
(843)3
Fax [phone]e ENGINEERING • TESTING
ENVIRONMENTAL SERVICES
www.smeinc.com
Date: August 13, 2003 Email: Coates(a)smeinc.com
To: Mr. Steve Mitchell Phone [phone] office
843.907.1331 cell
From: Charles Oates
We are sending you: x Attached
The following items:
Under separate cover via
Copies Date Description
-
7 8/13/03 Pre-Construction Notification report for the Meadow Water District Project in Johnston
County, North Carolina
1 8/13/03 $475.00 check for processing fees. 64410, 0OE,d z/®

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S&ME, Inc.
Charles Oates
Project Manager
FILE COPY
PAYMENT
RECEIVED
IF YOU HAVE ANY QUESTIONS, OR IF ENCLOSURES ARE NOT AS NOTED ABOVE, PLEASE NOTIFY US AT ONCE.
This Letter of Transmittal and the documents accompanying this Letter of Transmission contain information from S&ME, Inc., which is confidential and
legally privileged. The information is intended only for use of the individual or entity named on this transmission sheet. If you are not the intended recipient,
you are hereby notified that any disclosure, copying, distribution or the taking of any action in reliance on these documents is strictly prohibited.
*S&ME
August 13, 2003
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
Attention: Steve Mitchell
Reference: Nationwide Permit No. 12 Meadow Water District Project
Johnston County, North Carolina
S&ME Project No. 1618-03-327
Dear Mr. Mitchell:
.a
c,.
Please find the following seven copies of the PCN request for 401 certification for a Nationwide
Permit #12 along with the processing fee of $475.00 for the referenced project. A copy of this PCN
report has been forwarded to the USACE Raleigh field office for 404 certification and the issuance
of the final NWP #12.
If you have any questions or require additional information please do not hesitate to call at (843)
450-1331 (cell) or [phone] (office).
Respectfully,
S&ME, Inc.
r
Charles C. Oates, Jr.
Natural Resources Project Manager
S&ME, Inc. [phone]
231 Labonte Street [phone] fax
Conway, South Carolina 29526 www.smeinc.com
AUG ZOU
Ap, T"
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PAYMENT
RECEIVED

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PRE-CONSTRUCTION NOTIFICATION
NATIONWIDE PERMIT NO. 12
MEADOW WATER DISTRICT PROJECT
JOHNSTON COUNTY, NORTH CAROLINA
S&ME PROJECT NO. 1618-03-327
Prepared For:
Johnston County Department of Public Utilities
Post Office Box 2263
Smithfield, NC 27577
Prepared By:
Charles C. Oates, Jr.
S&ME, Inc.
231 Labonte Street
Conway, SC 29526
August 13, 2003

Office Use Only: O Form Version May 2002
? ,?
USACE Action ID No. DWQ No. 022
any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
' I. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
' ? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide No. 12
' 3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
' 4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
' Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
' 1. Owner/Applicant Information
Name: Johnston County - Department of Public Utilities
' Mailing Address: P.O. Box 2263
Smithfield, NC 27577

ICJ

Telephone Number: [phone]
E-mail Address:
Fax Number: [phone]
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Charles Oates
Company Affiliation: S&ME, Inc.
Mailing Address: 231 Labonte Street
Conway, North Carolina 29526
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: www.smeinc.com
Page 5 of 12

' III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
' and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
' boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
' however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
' the project has been placed on hold until decipherable maps are provided.
1. Name of project: Meadow Water District
2. T.I.P. Project Number or State Project Number (NCDOT Only): NA
' 3. Property Identification Number (Tax PIN): NA
4. Location
' County: Jonnston Nearest Town: Benson
Subdivision name (include phase/lot number): NA
Directions to site (include road numbers, landmarks, etc.): Meadow Water Distrcit, SE of
' Benson along east and west side of I-40, SE of I-95, Johnston County, NC.
5. Site coordinates, if available (UTM or Lat/Long): See attached sheet.
' (Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
' 6. Property size (acres): NA (Linear project)
7. Nearest body of water (stream/river/sound/ocean/lake): Mill Creek, Mingo Swamp,
' White Oak Branch
8. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/ma?s/.)
' 9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Rural/farmland/residential

I Page 6 of 12
IV.
10. Describe the overall project in detail, including the type of equipment to be used: The
installation of approximately 80 miles of water main (2" through 12"), water valves, fire
hydrants, and other miscellaneous appurtenances. Equipment used to install this water
main are trenchers, graders, backhoe, front end loader, dump trucks, ramax, etc.
11. Explain the purpose of the proposed work: The installation of water main to to rural
portions of Johnston County that is not currently available.
Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
NA
Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
NA
' VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
' and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
' evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
' mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: The installation of water
mains across streams and/or creeks.
' Page 7 of 12
ICI
LJ

u

2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(es/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
See Attached

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at htti)://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e. g. eshw saltwate azsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determinatio of iso ion to be made by CE only).
List the total acreage (estimated) of all exi g wetlands on the
Total area of wetland impact proposed: Less than 0.2 acres
3. Individually list all intermittent and perennial stream impacts below:
1
n

7

Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please seci )
See Attached

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain):
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at - 00-358-9616, or online at
www.uses.gov. Several internet sites also allow direct download and printing of U maps ww.to ozone.com,
www.MMuest.com etc.).
Cumulative impacts (linear distance in feet) to all streams
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Page 8 of 12

C

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r

r

Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
NA

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): NA
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): NA
Size of watershed draining to pond: NA Expected pond surface area: NA
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The entire route of the pipeline is to be placed within the limits of existing NCDOT
right of wav except where going around a stream or creek is unavoidable due to the depth
and/or location of existing NCDOT structures. Wetland impacts have been reduced much
as possible at each stream/creek crossing by the use of erosion control measures (silt
fencing, jute matting, seeding and mulching, etc.) and the by installing water main by the
directional bore method where feasible.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 9 of 12

' USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
' including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
' mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
' If mitigation is required for this project, a copy. of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
' incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.html.
' 1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
' and/or map, if offsite), affected stream and river basin, type and amount (acreage/Linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
' description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
NA
' 2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
' [phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
' Amount of stream mitigation requested (linear feet): NA
Amount of buffer mitigation requested (square feet): NA
Amount of Riparian wetland mitigation requested (acres): NA
' Amount of Non-riparian wetland mitigation requested (acres): NA
Amount of Coastal wetland mitigation requested (acres): NA
Environmental Documentation (required by DWQ)
' Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ® No ?
' Page 10 of 12

If yes, does the project require preparation of an environmental document pursuant to the
' requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
' Yes ? No
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
' Yes ? No ?
' IX. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
' map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
' Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ? If you answered "yes", provide the following information:

0

Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 22 extends an
additional 20 feet from the edge of Zone 1.
' If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
' identified within 15A NCAC 2B .0242 or.0260.
NA --

Page 11 of 12

X. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
' The construction corridor along the roadways is approximately 50 acres. Stormwater
control measures include silt fencing and/or check dams at all culverts, stream crossings,
bridges and any other areas where stormwater control is needed.
' XI. Sewage Disposal (required by DWQ)
' Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
NA
XII. Violations (required by DWQ)
' Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
' XIII. Other Circumstances (Optional):
' It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
' work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
NA

7 1z,
' A ica gent's Signature S 8M F, Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)

i
Page 12 of 12
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EXISTING PAVEMENT
- - - - - - - - ----- - - - - - - ` _ _ _ - - - - - - - - - - - - - -
3' MIN. - - - 20' 5' MIN. 20' 3' MIN.
PVC PIPE D.I.P. WITH FIELD D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE LOK GASKET PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW
JUTE MATTING (TYP.)
WETLAND AREA = 921 SF
WETLAND FLAG (TYP.)
2-BOX CULVERTS (6.5' x 11')
STREAM CROSSING S-11
N.T.S.
Q?Q ? o
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I I I I I I
0-1 1 NC 242 al l 1 10-
_
III III III
EoPII "'I I "' I I I I'`' I
1-\ I I - -- u- -- _ - - 1
5' MIN.
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EXISTING PAVEMENT-
3' MIN.i
20' --?
PVC PIPE D.I.P. WITH FIELD
LOK GASKET PIPE
wLILIANU HKLA = 1UJO ?)r
WETLAND FLAG (TYP.)
EXISTING 36" RCP
EXISTING 36" RCP
--4----
5' MIN.
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW
5' MIN.
20' 3' MIN.
D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE
STREAM CROSSING S-12
N.T.S.
Q JUTE MATTINGJ(TYP.)
w
V)
? o
n
\\ N j ?
2 EXISTING 6x8 BOX CULVERT
I
? I
I I
NC 242
1 - -
EOP,--\\ (
I I
5' MIN.
R/W
WETLAND FLAG (TYP.)
EXISTING PAVEMENT
' 5' MIN.
Lr-
v~i WETLAND AREA = 531 SF
-JUTE MATTING (TYP.)
PLAN VIEW
2 EXISTING 6x8 BOX CULVERT
I - - - - - - - -
T T
3' MIN. .
20' --? 5' MIN. 20' 3' MIN
PVC PIPE LDOK GASKET IP PE OK GAS ET (PIPE PVC PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW
STREAM CROSSING S-32
N.T.S.
I?
r o
EOP -\
5' MIN.
a I I NC 242
?i
?' I I
5' MIN.
15" RCP "-JUTE MATTING (TYP.)
R/W w
0
WETLAND FLAG (TYP.)
EXISTING PAVEMENT-\ /- EXISTING 36" RCP
A
WETLAND AREA = 1097 SF
A
5' MIN.
3' MIN.
20' 20' -
PVC PIPE D.I.P. WITH FIELD D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE LOK GASKET PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE SECTION VIEW
STREAM CROSSING S-33
-----------3' MIN.
N_T_S_
? o
? o
I I I I
(A I I I I W NC 242
_ ",-I I I Ic _
EOPII
1? I I I I 1
5' MIN.
5' MIN.
JUTE MATTING (TYP.)
w
R/W
FENCE
WETLAND FLAG (TYP.)--\
PLAN VIEW WETLAND AREA = 225 SF
EXISTING PAVEMENT--\ //- (2) EXISTING 36" RCP
- - - - - - - -I- - - ?I
3' MIN.
20'
- --?N\?--
PVC PIPE D.I.P. WITH FIELD
LOK GASKET PIPE /
D.I.P. WITH FIELD -//
100 ! ACKFT PIPE
-------------
5' MIN. 20' 3' MIN.
'
D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE
SECTION VIEW
STREAM CROSSING S-78
N_T_S_
v~i o
0
n n
I I I I
a- I I I I a- NC 242
EOP
I I I
1 - --I?_I I 1
5' MIN.
R/W ? -
5' MIN.
WETLAND FLAG (TYP.)
PLAN VIEW
EXISTING PAVEMENT
-- WETLAND FLAG (TYP.)
WETLAND AREA = 721 SF
.AlL
(2) EXISTING 36" RCP
---------------
1. IN
3' MIN.
20'
PVC PIPE D.I.P. WITH FIELD
LOK GASKET PIPE
D.I.P. WITH FIELD -
LOK GASKET PIPE
/ I- - 20'
D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE
SECTION VIEW
STREAM CROSSING S-79
5' MIN
3' MIN.
N.T.S.
m 7:2m m m m m m m m m
a
?w
V) o
NC 242
opi-\
5' MIN. 5' MIN.
AL
R/W
WETLAND FLAG (TYP.)
EXISTING PAVEMENT
JUTE MATTING (TYP.)
WETLAND AREA = 1250 SF

EXISTING 36" RCP
3' MIN. 20 5' M N. ' 20 3' MIN.
PVC PIPE D.I.P. WITH FIELD D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE LOK GASKET PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW
STREAM CROSSING S-100
N.T.S.
w
V)
PLAN VIEW

ii
a I I NC 55
III
04
EOPi-\
5' MIN.
5' MIN.
UAA-v
JUTE MATTING (TYP.) J?
R/W V)
WETLAND FLAG (TYP.) WETLAND AREA = 158 SF
PLAN VIEW
EXISTING PAVEMENTS /- EXISTING 24" RCP
- - - - - - - - - - - - - - - - -
3' MIN. 20 5' MI 20 3' MIN.
PVC PIPE D.I.P. WITH FIELD D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE LOK GASKET PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW
STREAM CROSSING S-104
N.T.S.
n
\\ \\ NC 96
EOP ??',o\ \ \ \??'o
5' MIN. 5' MIN.
JUTE MATTING (TYP.)
RXW WETLAND AREA = 393 SF
WETLAND FLAG (TYP.) ?L
EXISTING PAVEMENT
3' MIN. -n
EXISTING 36" RCP
20' 20' 3' MIN.
--? FIE PVC PIPE LDOK GASKET PPE LOK GASKET (PIPE PVC PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW
STREAM CROSSING S-113
NTS.
o
I II I
0- I II Ia- NC 96
_ ?I II Icoy _
Lo II I?
EOP I?
1 I II I
5' MIN.

RXW
WETLAND FLAG (TYP.)
EXISTING PAVEMENT
5' MIN.
A JUTE MATTING (TYP.)
WETLAND AREA = 418 SF
EXISTING 36" RCP
- - - - - - - - - --_ - - - - - - - -
3' MIN. 20' ---? ?---- 20' 3' MIN.
PVC PIPE D.I.P. WITH FIELD D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE LOK GASKET PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW
STREAM CROSSING S-114
1\ITC
D
a BRYANT POND RD.
_ I I I I I 0 S.R. 1113
oll Ilo
EOPI-\
5' MIN.
RZW
WETLAND FLAG (TYP.)
-?L? PLAN VIEW
EXISTING PAVEMENT

5' MIN.
JUTE MATTING (TYP.)
WETLAND AREA = 659 SF

EXISTING 36" RCP
- - - - - - - - - - . - - - - - - - -
3' MIN. 20' MIN 20' 3' MIN.
----?
PVC PIPE D.I.P. WITH FIELD D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE LOK GASKET PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW
STREAM CROSSING S-119
N.T.S.
? o
N o
10-1 10-1 10-1 NC 96

EOP Ir?l Ir?l Ir?l
5' MIN. 5' MIN.

JUTE MATTING (TYP.)

RAW
WETLAND AREA = 836 SF
WETLAND FLAG (TYP.) 11L
EXISTING PAVEMENT ... \ EXISTING 36" RCP
3' MIN. 20' -? ? 20 3' MIN.
PVC PIPE D.I.P. WITH FIELD D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE LOK GASKET PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW
STREAM CROSSING S-123
NJ TC

o- I I NC 96
EOP (N
j? ? I I 1
5' MIN.
R/W
WETLAND FLAG (TYP.)
5' MIN.
JUTE MATTING (TYP.)
WETLAND AREA = 1251 SF
PLAN VIEW
EXISTING PAVEMENT
EXISTING 42" RCP
3' MIN.
20'
PVC PIPE D.I.P. WITH FIELD
LOK GASKET PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE
5' MIN.
20 3' MIN.
'
D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE
SECTION VIEW
STREAM CROSSING S-125
N.T.S.
0
N
R
WETLAND FLAG (TYP.)
3' IMIN.
1 F-
20' -
PVC PIPE D.I.P. WITH FIELD
LOK GASKET PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE
5' MIN.

3' MIN.
203; MIN.
D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE
SECTION VIEW
STREAM CROSSING S-129
NI TC
N o
0
I I
al NC 96
c., l
EOPii-\
I I
5' MIN.
5' MIN.
JUTE MATTING (TYP.)
R/
WETLAND AREA = 82 SF
WETLAND FLAG (TYP.) A All,
?w w • n ?• w i
EXISTING PAVEMENT
EXISTING 36" RCP
3' MIN. 20 5' M N. 20 3' MIN. FIEL PVC PIPE LDOK CASKETFIPIPE LDOK GASKET PPE PVC PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW
STREAM CROSSING S-133
N.T.S.
0
FlnF1
EOP -\
5' MIN.
R/W
WETLAND FLAG (TYP.)
EXISTING PAVEMENT
re'
N
ULU NC: Ub
JUTE MATTING (TYP.) '
WETLAND AREA = 1317 SF
3 EXISTING 60" CMP
- - - - - - - - - -
3' MIN.
20'
5' MIN.
PVC PIPE D.I.P. WITH FIELD
LOK GASKET PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW
----------
20 D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE
STREAM CROSSING S-136
t
3' MIN.
NTS
o
? o
a a NC 96
EOP -? ?
5' MIN.
R/? -
WETLAND FLAG (TYP.)
'111' D1 Ani VIP:XAi
EXISTING PAVEMENT
- - - - - - - - - _ - ,
5' MIN.
JUTE MATTING (TYP.)

WETLAND AREA = 553 SF
A
EXISTING 42" RCP

3' MIN. 20, 5' MIN. 3' MIN.
PVC PIPE D.I.P. WITH FIELD
LOK GASKET PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW
20
D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE
STREAM CROSSING S-143
NI TC
mm mmmmm mm
0
n
i i WOODS CROSSROADS RD.
0-1 1 S.R. 1005
_ of I _
CD
EOP j? to
5' MIN.
5' MIN.
A -z::?
R/
JUTE MATTING (TYP.)
WETLAND AREA = 192 SF
WETLAND FLAG (TYP.)
PLAN VIEW
EXISTING PAVEMENT
EXISTING 36" RCP
5' MIN.
----------
3' MIN. 20' ----? ?---- 20' 3' MIN.
PVC PIPE D.I.P. WITH FIELD D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE LOK GASKET PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW
STREAM CROSSING S-159
N.T.S.
0
WOODS CROSSROADS RD.
p?A S.R. 1005
EOPi7\
5' MIN.
A
/
R
WETLAND FLAG (TYP.) -?
.AL dL
5' MIN.
WETLAND AREA = 131 SF
EXISTING PAVEMENT-? /- EXISTING 30" RCP
3' MIN. 20, 5' IN.
20 3' MIN.
PVC PIPE D.I.P. WITH FIELD D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE LOK GASKET PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW
STREAM CROSSING S-166
N.T.S.
? o0
WOODS CROSSROADS RD.
S.R. 1005
EOP v
S 5' MIN. 5' MIN.
JUTE MATTING (TYP.)
R, ?W
WETLAND AREA = 331 SF
PLAN VIEW
a
EXISTING PAVEMENT

EXISTING 24" RCP
3' MIN. 20 20' 3' MIN.
PVC PIPE D.I.P. WITH FIELD D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE LOK GASKET PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW
STREAM CROSSING S-167
NJ Tq
M M i M M M M M M M M ME" M M M M
00
\ \ WOODS CROSSROADS RD. S.R. 1005
EO P \ \??',o
5' MIN.
\IJUTE MATTING (TYP.)
RTW :7-
FENCE-
WETLAND FLAG (TYP.) AIL
PLAN VIEW
EXISTING PAVEMENT
5' MIN.
I
3' MIN.
20'
PVC PIPE D.I.P. WITH FIELD
LOK GASKET PIPE
5' MIN.
WETLAND AREA = 362 SF
Allb
EXISTING 36" RCP
1 20' - 3' MIN.
D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE
D.I.P. WITH FIELD J
LOK GASKET PIPE
SECTION VIEW
STREAM CROSSING S-168
N.T.S.

EOP
5' MIN.
a I / BEASLEY RD. S.R. 1105
_ cc
5' MIN.
? ?c-E JUTE MATTING (TYP.)
N
RAW WETLAND AREA = 168 SF
WETLAND FLAG (TYP.) -?
PLAN VIEW
EXISTING 24" RCP
EXISTING PAVEMENT
ffi - - - - - - - - E - - - - - - - - - - -
5' MIN.
3' MIN. 20' 20' 3' MIN.
.?
N
PVC PIPE D.I.P. WITH FIELD rD.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE K GASKET PIPE
z
D.I.P. WITH FIELD
6 LOK GASKET PIPE
SECTION VIEW
U
S
g
U
0
STREAM CROSSING S-178
a
N.T.S.
o
0
BEASLEY RD. S.R. 1105
EOP \? ?\ 0
5' MIN.
R/T J/
? \?? -dL
5' MIN.
JUTE MATTING (TYP.)
WETLAND AREA = 173 SF
WETLAND FLAG (TYP.) -?
I.-AI
EXISTING PAVEMENT
EXISTING 30" RCP
3' MIN. 55' MIN' 3' MIN.
20' 20'
PVC PIPE LDOK GASKET IP PE LOK GASKETFIPIPE PVC PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW
STREAM CROSSING S-181
1\1TC
n o
1 1
I I a BEASLEY RD. S.R. 1105
EOP
5' MIN. JUTE 5' MIN.
MATTING
<QgRl (TYP.)
FENCE
R/W
i \- ELECTRIC FENCE
WETLAND FLAG (TYP.)
WETLAND AREA = 180 SF
-1 •. - w i
1 1
-- - - - - - - - - - - - - - - - - - - -
3' MIN. 5' MIN. 3' MIN.
20' 20'
PVC PIPE D.I.P. WITH FIELD D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE LOK GASKET PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW
STREAM CROSSING S-186
N.T.S.
N
EOP
5' MIN.
R/W
EXISTING PAVEMENT

FENCE

EXISTING 48" CMP
----------__---,---------
3' MIN. 20 5' MI 20' 3' MIN.
PVC PIPE D.I.P. WITH FIELD D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE LOK GASKET PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW
I I
0-11
?I I
'011
,It 1 1
"-JUTE MATTING (TYP.)
WETLAND AREA = 492 SF
PLAN VIEW WETLAND FLAG (TYP.)
RAYNOR RD. S.R. 1106
5' MIN.
STREAM CROSSING S-193
N.T.S.
a
w
F-
N
n ?a
I I RAYNOR RD. S.R. 1106
_ I IN _
EoP II III
5' MIN. 5' MIN.

WETLAND FLAG (TYP.)
EXISTING PAVEMENT
1L
JUTE MATTING (TYP.)
WETLAND AREA = 999 SF
EXISTING 42" RCP
F3' MIN.
- - - - - - - _ _ _ , ------
20, IN. MIN. 20'
PVC PIPE D.I.P. WITH FIELD D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE LOK GASKET PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW
STREAM CROSSING S-198
NI T C
r O
N
NORTH
NOAH RD. S.R. 1142 a ?
EOP M 01 1
Cl.
5' MIN.
5' MIN.
24" RCP _
R/W
EXISTING PAVEMENT
w
JUTE MATTING (TYP.)
WETLAND AREA = 678 SF
WETLAND FLAG (TYP.)
n ? w w ? • n ?? w
5' MIN.
3' MIN.
20' -?
PVC PIPE D.I.P. WITH FIELD
LOK GASKET PIPE I
D.I.P. WITH FIELD J
LOK GASKET PIPE
SECTION VIEW
3' MIN.
20'
D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE
STREAM CROSSING S-210
N.T.S.
EXISTING 30" RCP

STRICKLANDS CROSSROADS RD.
S.R. 1143
1011
EOP? \ M
II +
5' MIN.
5' MIN.
JUTE MATTING (TYP.)
R/T
1
EXISTING PAVEMENT
5' MIN.
EXISTING 36" RCP
- - - - - - - - -
3' MIN.
20' 20'
PVC PIPE D.I.P. WITH FIELD D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE LOK GASKET PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW
STREAM CROSSING S-212

WETLAND FLAG (TYP.)
WETLAND AREA = 108 SF
PLAN VIEW
3' MIN.
NTS

STRICKLANDS CROSSROADS RD.
I I I I S.R. 1143
_
EOP
5' MIN. 5' MIN.
A JUTE MATTING (TYP.)
w
.?L RAW ~
c
n
WETLAND FLAG (TYP.) WETLAND AREA = 1248 SF

PLAN VIEW
EXISTING PAVEMENT
I
3' MIN. 5' MIN.
PVC PIPE D.I.P. WITH FIELD
LOK GASKET PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW
EXISTING 30" RCP
3' MIN.
20'
D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE
STREAM CROSSING S-216
KITC
? O
N
a I I STRICKLANDS CROSSROADS RD.
S.R. 1143
EOP M
5' MIN. 5' MIN.
JUTE MATTING (TYP.)
R/ w FENCE
cVn WETLAND AREA = 533 SF
?---?WETLAND FLAG (TYP.)
PLAN VIEW
EXISTING PAVEMENT- --\ /- EXISTING 30" RCP
3' MIN. 3' MIN.
20' --) 5' MIN. 20'
PVC PIPE D.I.P. WITH FIELD D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE LOK GASKET PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW
STREAM CROSSING S-218
NI TS
o>
Q
w
N
EOP
5' MIN.
5' MIN.
JUTE MATTING (TYP.)
WETLAND FLAG (TYP.) FENCE
WETLAND AREA = 102 SF
PLAN VIEW
EXISTING PAVEMENT
EXISTING 18" RCP

5' MIN
3' MIN. 20' -? 20'
PVC PIPE D.I.P. WITH FIELD D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE LOK GASKET PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW
STREAM CROSSING S-221
II
STRICKLANDS CROSSROADS RD.
SR 1143
1011
r^ 1 I
3' MIN.
N.T.S.

EOP
5' MIN.

WETLAND FLAG (TYP.)
PLAN VIEW
EXISTING PAVEMENT

WETLAND AREA = 272 SF
EXISTING 30" RCP
' MIN. 5' MIN 3' IN.
3 20' ? 20'
PVC PIPE D.I.P. WITH FIELD D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE LOK GASKET PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW
STREAM CROSSING S-224

al I ADAMS RD.
?I I SR 1174
of I
?'I I
II
5' MIN.
JUTE MATTING (TYP.)
? ?dc
FENCE
NTC

5' MIN.
RXW
II
a I I ADAMS RD. S.R. 1174
III _
CII
NII
5' MIN.
JUTE MATTING (TYP.)
WETLAND AREA = 130 SF
WETLAND FLAG (TYP.)

v
EXISTING PAVEMENT
EXISTING 24" RCP
3' MIN. - 3' MIN.
20' S' MIN. 20'
PVC PIPE D.I.P. WITH FIELD D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE LOK GASKET PIPE
D.I.P. WITH FIELD -?
LOK GASKET PIPE
SECTION VIEW
STREAM CROSSING S-225

PLAN VIEW
N.T S

FIVE POINTS RD.
ICA) 1 SR 1176
EOPII `A
5' MIN.
5" MIN.
WETLAND
FLAG (TYP.)
.alL
JUTE MATTING (TYP.)
cn FENCE
WETLAND AREA = 658 SF
PLAN VIEW
EXISTING PAVEMENT
EXISTING 36" RCP
3' MIN. M 3' MIN.
20' 20'
PVC PIPE D.I.P. WITH FIELD D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE LOK GASKET PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW
STREAM CROSSING S-236
NI TC

INC 50
EDP
5' MIN.
JUTE MATTING (TYP.)
WETLAND AREA = 2500 SF
A
--------------?\?--_ ---- - - - - - X7LOK -- -
3' MIN. 3' MIN.
220'
PVC PIPE ?OK GASKET IPIPE ASKET (PIPE PVC PIPE
Z
D.I.P. WITH FIELD SECTION VIEW
LOK GASKET PIPE
N
STREAM CROSSING S-251
a
U
N.T.S.
a

-II I
I I I I THORNTON RD.
?I I I 132 SR 1128
EOP 101 I II I I'D
I I I I
5' MIN.
R/W
WETLAND FLAG (TYP.)
??lC
5" MIN.
JUTE MATTING (TYP.)
WETLAND AREA = 1330 SF
i7i

EXISTING PAVEMENT
EXISTING 60" CMP
- - - - - - - - - - _ \ ------------
3' MIN. 20 / \ 20 3' MIN.
I
\ 5' MIN
PVC PIPE D.I.P. WITH FIELD D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE LOK GASKET PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW

STREAM CROSSING S-270
N.T.S.
0
nnn
a a REEDY PRONG CHURCH RD.
S.R. 1124
EOP
5' MIN. 5' MIN.
R/W
WETLAND FLAG (TYP.)

JUTE MATTING (TYP.
WETLAND AREA = 1326 SF

EXISTING PAVEMENT
3 EXISTING 72" CMP
- - - - - - - - - -
3' MIN.
20'
5' MIN.
PVC PIPE D.I.P. WITH FIELD
LOK GASKET PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW
------------
20'
- D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE
3' MIN.
STREAM CROSSING S-273
NTS_
? o
N
CL I I REEDY PRONG CHURCH RD
SR 1124
EOPI?
5' MIN. ¢ 5' MIN.
ui
w
>

CMP JUTE MATTING (TYP.)
R/W

WETLAND
FLAG (TYP.) WETLAND AREA = 433 SF
V)
IL
EXISTING PAVEMENT
EXISTING 60" RCP
3' MIN. 3' MIN.
20' 5' MIN. 20
PVC PIPE D.I.P. WITH FIELD D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE LOK GASKET PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW
STREAM CROSSING S-276
N.T.S.
0
J
L?
O
o
REEDY PRONG CHURCH RD. SR 1124
EOP
5' MIN. 5' MIN.
R/? T JUTE MATTING (TYP.)
v -mil !?
N WETLAND AREA = 2000 SF
WETLAND FLAG (TYP.)
- - - - - - - - -
3' MIN.
20' --? _
PVC PIPE D.I.P. WITH FIELD-------`----- -?
LOK GASKET PIPE 5' MIN.
D.I.P. WITH FIELD -? SECTION VIEW
LOK GASKET PIPE
STREAM CROSSING S-278
j 20' IM3
?---
D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE
N.T.S.
I I MORGAN RD.
I S.R. 1211
EOPl-\ I I l
5' MIN. I 5' MIN.
I I I
? III
JUTE MATTING (TYP.)
R/W 7
G N \\?

WETLAND FLAG (TYP.)
WETLAND AREA = 1456 SF
EXISTING PAVEMENT
3' MIN.
\ 3' MIN.
20 5' MIN. 20
PVC PIPE D.I.P. WITH FIELD } D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE I LOK GASKET PIPE
D.I.P. WITH FIELD J
LOK GASKET PIPE
SECTION VIEW
STREAM CROSSING S-509
A
KI Tq

U
r
N
tl?
ALLEN'S CROSSROADS RD.
S.R. 1158
EOP
5' MIN.
//
R
-- WETLAND FLAG (TYP.)
PLAN VIEW
EXISTING PAVEMENT
WETLAND AREA = 809 SF
EXISTING 42" RCP
3' MIN.
20' 5' MIN. ?-- 20' 3' MIN.
PVC PIPE LOK GASKET (PIPE LDOK GASKET (PIPE PVC PIPE
D.I.P. WITH FIELD J
LOK GASKET PIPE
SECTION VIEW
STREAM CROSSING S-521
5' MIN.
JUTE MATTING (TYP.)
N.T.S.
A
n
n I I MEADOWBROOK RD. S.R. 1136
? 1 1
EOPl-\ N I I
5' MIN. 5' MIN.
' 7-JUTE MATTING (TT YP.)
RAW WETLAND AREA = 259 SF
WETLAND FLAG (TYP.)
PLAN VIEW
EXISTING PAVEMENT EXISTING 24" RCP
3' MIN. 5' MI 3' MIN.
20' 20 ELD
.I.P. WITH
FIELD PVC PIPE LDOK GAS ET IP PE LDOK GASKET PPE PVC PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW
STREAM CROSSING S-543
N.T.S.
F -
Q
V)
a I I MEADOWBROOK RD.
_ I I SR 1136
EOP co I I
Fi' MIN
WETLAND FLAG (TYP.)
.?1lc of ens viCInl ?L
5' MIN.
EXISTING PAVEMENTS /- EXISTING 60" CMP
- - - - - - - - -- - - - - - - - - -
3' MIN. 20' --? 5' MI 20' 3' MIN.
PVC PIPE D.I.P. WITH FIELD D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE LOK GASKET PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW
STREAM CROSSING S-547
N.T.S.
RzW
WETLAND AREA = 538 SF
0
n
5' MIN.
BAREFOOT RD. SR 1132
mac, / /
EOPII
5" MIN.
T
WETLAND FLAG (TYP.)
sl?lc.
R/W
AL
PLAN VIEW
a?
0
EXISTING PAVEMENT
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW

?---% -JUTE MATTING (TYP.)
WETLAND AREA = 1008 SF
EXISTING 36" RCP
.dL
- - - - - - - - - - - - - - - - - - - - - - - -
3' MIN. 20' ? 5' ?--- 20
PVC PIPE D.I.P. WITH FIELD D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE LOK GASKET PIPE
STREAM CROSSING S-570
3' MIN.
N.T.S.
! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! !
I I
CL I ( BAREFOOT RD. SR 1132
III
EOP I I
5' MIN. 5' MIN.

R/W -l/ -

WETLAND AREA = 1357 SF
WETLAND FLAG (TYP.)
EXISTING PAVEMENT
JUTE MATTING (TYP.)
PLAN VIEW
EXISTING 36" RCP
- - - - - - - - - - -
20' ---? \
5' MI
PVC PIPE D.I.P. WITH FIELD
LOK GASKET PIPE
3' MIN
--------------------
20, 3' MIN.
D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE
D.I.P. WITH FIELD -J
LOK GASKET PIPE SECTION VIEW
STREAM CROSSING S-578
N.T.Q.

EOP
5' MIN.
ELDRIDGE RD. SR 1122
5' MIN.
R/W
WETLAND FLAG (TYP.)
PLAN VIEW
JUTE MATTING (TYP.)
WETLAND AREA = 864 SF
JIL
3' MIN.
9 - - - - - - - _ _ - - - - - - - - - - - - - - - -- - - - - - - - - - -
\\ /?
20' 20 3' MIN.
C PIPE D.I.P. WITH FIELD 5' MIN. D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE LOK GASKET PIPE
Z
X
f
c
D.I.P. WITH FIELD
LOK GASKET PIPE
s
s
a
SECTION VIEW
STREAM CROSSING S-586
N.T.S.

a I / HARPER HOUSE RD. S.R. 1008
ill
EOPi-\
5' MIN. 5' MIN.
s JUTE MATTING (TYP.)
R/W ?
WETLAND AREA = 283 SF
WETLAND FLAG (TYP.)
EXISTING PAVEMENTS /-- EXISTING 36" RCP
- - - - - - - - -j - - - - - - - - - - -
3' MIN. 20' 5' MIN. 20' 3' MIN.
PVC PIPE D.I.P. WITH FIELD D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE LOK GASKET PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW
STREAM CROSSING S-590
N.T.S.

I I I HARPER HOUSE RD. S.R. 1008
a I
I a_
EOPI I I I
I i l l I I
-_ 1 i I i I 1
5' MIN. 5' MIN.
LITE JMATTING (TYP.)
R/W WETLAND AREA = 165 SF
Lo
WETLAND FLAG (TYP.)
.illlc. ?Vlc
EXISTING PAVEMENT (2) EXISTING 42" RCP
3' MIN.
-----------?iC???' mil',
3' MIN. 5' MIN.
20'
PVC PIPE D.I.P. WITH FIELD
LOK GASKET PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW
20'
D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE
STREAM CROSSING S-595
N T q

R/W _/

rr
-JUTE MATTING (TYP.)
WETLAND AREA = 350 SF
WETLAND FLAG (TYP.)
m m m m m m m m
4?p
I I
ALONZO RD.
S.R. 1131
EOPII
EXISTING PAVEMENT EXISTING 60" RCP
1
3' MIN. 3' MIN.
20' S' MIN. 20
PVC PIPE D.I.P. WITH FIELD
LOK GASKET PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW
D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE
STREAM CROSSING S-603
NJ TS
5' MIN. I I _ 5' MIN.

ALONZO RD. S.R. 1131
III
_ III _
EOP
5' MIN.
R/W -
2- WETLAND FLAG (TYP.)
EXISTING GRAVEL
5' MIN.

?l11c
JUTE MATTING (TYP.)
WETLAND AREA = 582 SF
EXISTING 30" RCP
3' MIN.
---------- -----'-------
3' MIN. 5' MIN.
20' --? 20'
PVC PIPE LDOK GASKET (PIPE LDOK GASKET (PIPE PVC PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW
STREAM CROSSING S-604
NTS
N
R
i i i i i i i i

?- WETLAND FLAG (TYP.) WETLAND AREA = 1253 SF
3' IMIN.
1
------------- ----------------
20' -?I 5' MIN. / 20' 3' MIN.
PVC PIPE D.I.P. WITH FIELD D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE LOK GASKET PIPE
D.I.P. WITH FIELD -'
LOK GASKET PIPE
SECTION VIEW
STREAM CROSSING S-611
N1TC
DWQ# 10 Date 1/v 3 Who Reviewed:
Plan Detail Incomplete
? PI a ' ec
ro
w a stream impacts inc a ill slopes, dissipaters, and bank stabilization on the site plan. I
Please show all wetland impacts including fill slopes on the site plan. ac+5 Tin 0. o,61 e./
lease indicate all buffer impacts on the site plan. S Pt-eadshee.?-t M0•? _
? Please indicate proposed lot layout as overlays on the site plan.
Please indicate the location of the protected buffers as overlays on the site plan.
Pleas locate all isolated d or no isolated wetlan d streams end other waters o?tate asverla s on he site plan.
P)1lase cross section d s sh g provisions for aquatic life passage. ? *,&? W k,4
? Please locate any planned sewer lines on the site plan. ?ovlpl;4
? Please provide the location of any proposed stormwater management practices as required by GC
? Please provide detail for the stormwater management practices as required by GC
? Please specify the percent of project imperviousness area based on the estimated built-out conditions.
? Please indicate all stormwater outfalls on the site plan.
? Please indicate the diffuse flow provision measures on the site plan.
? Please indicate whether or not the proposed impacts already been conducted.
Avoidance and/or Minimization Not Provided
? The labeled as on the plans does not appear to be necessary. Please eliminate the or provide additional
information as to why it is necessary for this project.
? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the
. Please revise the plans to avoid the impacts.
? This Office believes that the labeled on the plans as can be moved or reconfigured to minimize the impacts to the
. Please revise the plans to minimize the impacts.
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because
. Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it
is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management
practices that remove nutrients before the stormwater can be discharged through the buffer.
Other
? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impacts were requested. Please
provide $ This additional fee must be received before your application can be reviewed.
? Please complete Section(s) on the application.
? Please provide a signed copy of the application.
? Please provide copies of the application, copies of the site plans and other supporting information.
Mitigation
? of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan. The
plan must conform to the requirements in 15 A NCAC 21-1.0500 and must be appropriate to the type of impacts proposed.
? Please indicate which 404 Permit the USACE would use to authorize this project.
031022
k
006040

S&ME Bankof America. 67-448
ofSoutl f ar"lin,, N.A.4v;01-
Columbia, S r. 29203 539
f-1
134 Suber Road
Columbia, SC 29210
(803) 5r61-9024
PAY TOT O DER OFF N d
•?1?"C

Vy nlT7 y e *1-?
OLLARS
NOT V LID FOR AMOUNTS IN EXCESS OF $1,000.00
'Mb
i UJ12 ?? + Nl?tlP ? ? 6.
MEMO
.
0200604011' I:OS39044831: 707SS068SI's ?/ )
Complete items 1,2, an(jo cor
rsesmcRea_veux??
¦ PrihC our name andadress
so that we can return the card to you.
¦ Attach this card to the back ofd mailpiece,??
or on the front if space permit?'
1. Article Addressed to: '
011ira, r%. _
Johnston County Dept of Utilities
Post Office Box 2263
Smithfield, NC 27577
DWQ# 03-1022 - Johnston
2. Article Number
(fiansfer from s
?cn C81 1;
A. Signature
0 Agent
6'/Received by (Printed Name) C. Date of Deliver)
a7-D3
D: Is delivery address different from hem 1? 0 Yes
If YTE address below: 0 No
r?r I'p GROUP
N AUG 2 8 20m
3. $
0 Registered ?RetleeTlnnAA''
?iMerchandiso
- ? Insured Mail 0 C.O.D.
4 Restricted Delivery? (Extra Fee) 0 yes
7002 2410 0003 0275 2038
26bi l i ii _. DomWs Ic Return Receipt 102W,,r
UNITED STATES POSTAL SERVICE
First-Class Mail
Postage `& Fees PaiG
USPS
Permit No. G-10
• Sender: Please print your name, address, and ZIP+4 in this box
NC DENR Division of Water Quality
Wetlands/401 Certification Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604