20031002 Ver 1_COMPLETE FILE_20030812

O OH \ NAT ?q
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
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.
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), (htW://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,
ore'4 IC4.
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 Regional Contact:
Non-Discharge Branch 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
County Johnston
County2
Region Raleigh
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Stipp. Basin Req. Req.
F12oTH OO Y O N 7 31 F(7 RS?? 30,40'?. 0.20 7400.00
NBR 13ufCen O Y O N 27-24
Fu F - NtiW 30,4113. F
7-52-5-2 ? NSW 30,404. ? F-
?? O Y -@N ?- 2F F__
Mitigation Wetland
MitigationType Type- Acres Feet'
Is Wetland Rating Sheet Attached? O Y ON Did you request more info? O Y ON
Have Project Changes/Conditions Been Discussed With Applicant? O Y O N
Is Mitigation required? O Y O 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
minimized 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 Regional Contact: Steve Mitchell
Date:
Comments (continued from page 1):
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
NERIANDS 6401 GROUP
01"T - 2.2003
Attention: Steve Mitchell MATER 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.
6ee v
Charles C. Oates, Jr.
Natural Resources Project Manager
03 1022
O,o`,
S&ME, Inc. [phone]
231 Labonte Street [phone] fax
Conway, South Carolina 29526 www.smeinc.com
EI GEMS
R09DS
?, ? ? SR 1135 ES
40
\ ?o
i ~`vMN
9 1713 y
37
6 ,
10 EA
95
rrrrnnu,uwumnnen?v f,,, ? 11
16
], IE `
\ ?1
z GPRRE
© 1
AB
MASSEN -4
fi
SR 1103 O
Sl [? O
1176 I51
M ..\ EB FIVEPOINTS
O 53
a ?
omFlRnowEa ?.'?
AB
II s UNNAME O ??•
?,
"DAR
? sr+ 4a
BE 2 / 13
' ID A:
O
,,,,WW,,yy x
165 5/ \ u6 EST,,gHN90N i `
O ? W.....,...
li 198 RAYNOR
59 156 •aY ? ? ww
199 `? y? 3] 02
?, 66
169 ` r 36 610 63
U
O -.. MARLERSR1137
O 9
00.
9E 91 DRAG STRIP MBE,, d \
SR 1107
I66 6S '. UNNAMED C000 701
SRI,.
R i0.
Ifii MEAD H
' / 33 36 10fi t Q MEADOW SlJJDS
0
GOD
Z''. 59 AAA.,V}p?
q'ES ® Q
W.? 0 SR I),`'KTf
PARKER'S MILL
'm SR1114 0 _
p
BEAR o a
._.. j _0 119 ?m
Q ]6 ,
i
V
44°° W p
GODWIN LAKE
69
SR 1116 40 67 SR 142 T ]>
V
® ...... _..... l9]
.-. \ MAMIE Q
i
- ® G ?, 56
?3IN Lp- ., NOLE
ytt 31 GROVE ES ==U .`F m m??w?wrxw?b..r.
?.At
® GETHRO O 6 51 pp
U Q W M fE QO
lE
?1 w j IE3 II
ET I 9 %._.
1 ] r, /
JUMPING ft UN
Al 0 19 IN j
ELDRIDGE 11 ?p9 N
SR 1172 ®3
m I6
[;'? 95
BRYANf POND CMYRRE
19 SR 1113 cwwrvzcx?w.uxu
1,/x'1 SAMPSON IIi E3 65 3N
81116 9?
TART TOM
QUA17.3- SR 1125
"ECTIN
MELMA
I00 ? h? ,.? 40'
0 NC 55 HWY@
pw ?1
TART
O \
P
'R
:. Dewberry
Dewberry & Davis, Inc.

Fn6m
-TE 1.
SUiE50
R4EGH, NC9]01
FIPoXE: v10.691.
FAX'. plvml. WE

X 6om

1
W9

I-
Z
?
U o?-
ryry mN
U
Q CC (Z
I- Z=)
aa XQ
o W
M
cn =o
>
0U W
o"
Q
>> aF
f
rn
SEAL ,.FINAL.
DRAWINGS
FOR REVIE W
`ONLY
FEY PLAN
SCALE
REVISIONS
MILK
DRAWN BY
JlL
APPROVED BY
CHS
CHECKEOBY
09/'03/03
DATE
TIRE
INDEX
SHEET
PROJECTNO. 73037900
2
SHEET NO 2 OF 180
MEADOW WATER DISTRICT IMPROVEMENTS DWQ# 034022
Wetland Crossina 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
S-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 0.01.4876033 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

W

I II I
I II I
W I I W?I NC 242
I ?? II I
EOP?? X I I X I
°m II ?m
5' MIN. 5' MIN.
GUARD RAIL
RAW h
N W y? W W
\ a.IZ W Wd'IZ W y
N >-N
?- - ct
co u - N
NEW PERMANEMT-/
zlm z m
EASEMENT
EXISTING PAVEMENT
PLAN VIEW
\
AHFY JUTE MATTING (TYP.)
-- ---? -
W W W W WET+AND vAREA- 92,1 SF- W W / W W
?L W W ? W W W W I N Jr W W W W ??' W W
W Ji W a. I Z W W W a. ? W W W W W W y W
W W 2 W J' y > I o W W y y / W W W y
W - ?Y- - W-
L, W I J
cn -
w CD w m
z CD ZIm
2-BOX CULVERTS (6.67' x l l')
WETLAND FLAG (TYP.)
3' MIN.
20' 5' MIN.
PVC PIPE D.I.P. WITH FIELD
LOK GASKET PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE
f- 20, 3' MIN.
D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE
STREAM CROSSING S-31
N.T.S.
w
N
D
w
Z
WETLAN D FLAG (TYP.)
N
Z Z APPROXIMATE WIDTH OF STREAM IS 12 FT. W Z
O > O >
N
N K W a W W
W W W .y W J. J• Jr W v, W W W W Wk J. ,y
w
4. .y .y N
D 4. W W W W v- W a J T m
W W 4. W W 1'

W W WETLAND AREA = 1375 SF w
W W •Z
V
W W
W W J ?
W
C0
Z
m r
/
W
m 4. J.
W W V/ W W W W W W W y W L
. I W W W W J. W W W W W v, J. J. y W W
?QQ
l?J
r
N
EXISTING PAVEMENT
3 EXISTING 60" CMP
3' MIN.
20' ---I
5' MIN.
PVC PIPE D.I.P. WITH FIELD
LOK GASKET PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW
w
ui
U'
w
N
w
z
/ 3' MIN
?-- 20'
D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE
STREAM CROSSING C592-16
N
w
Z
O
N
cr
w
L?
D
m

N.T.S.
a r
EDP
a' K
N N N
, N
m 0:
a'
a
a' y y y W `? W W W W y y W W W
a
W
W
W
W
VI W W
4. W
W W W W W W
li W W W W
laa.
l4i
w D
W y y
W
W W W W W Z
'?' ?'
m w
m z
D
m
Z m z W y W W W
co
W y W W W W W W y W y
W W W W W W `t' 'r W W W W WETLAND A REA = 2000 SF

-JUTE M TTING (TYP.)
5' MIN.
°06 NC 96 (R/W M.L.)
06 > 06 > xU xU xU
OX qX ?X
a,0 00 MO
m co co
GUARD RAIL
v~i
PLAN VIEW
EXISTING PAVEMENT
2-BOX CULVERTS (9.0' x 8.0')
3' MIN. 20' 5' MIN. 20' P. WITH PVC PIPE DOK GASKET FIELD E J LOK 'GASKET (PIPE PVC PIPE
HARNESS
D.I.P. WITH FIELD RESTRAINT
LOK GASKET PIPE (TYP.)
SECTION VIEW
STREAM CROSSING C700-40
N.T.S.
t
3' MIN.
APRROXIMATE WIDTH OF STREAM IS 6'
N
W
z

0:
0 W
Z
> j 0
N j
a 12 0:
W `U y W y W W y •Y y 'T` W V y W

D
4. V)
:) w
Li
y •V .V T y y
z m y y V LZ m y WETLAND AREA = 1 150 SF y Z
•Y y •Y y y Vr' 'T` y •Y
y y y `Y y y y .T. y

N
d
0 W > 0
l+.? y y y W W •Y y
lWi '1' y y y D Li y y
D W :)
mt. y y T Z m y
y y T T I y y
WETLAND FLAG (TYP.) J?W N % ?--JUTE MATTING (TYP.) RAW
5' MIN. 5' MIN.
ADAMS RD. SR 1174 (60' R/W)
EDP a
5' MIN.
O
PLAN VIEW
EXISTING PAVEMENT EXISTING 42" RCP
3' MIN. 5' MIN. 3' MIN.
20' 20' .P. WITH PVC PIPE LOK GASKETFIPIPE OK GASKET (PIPE PVC PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW
STREAM CROSSING C701-152
N.T.S.
Triage Check List
Date: 9 " P q- 03
Project Name: Cc? duo ?? ??G?-e arc'
DWQ#: 03 - 1 C? 2- -a
County:
To: ? ARO
? FRO
? MRO
Q RRO
Mike Parker
? WaRO Tom Steffens
? WiRO Noelle Lutheran
? WSRO Daryl Lamb
Ken Averitte
Alan Johnson
Steve Mitchell
From:,
Telephone : (919) "7 3'3, 12 ?r4
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
J211 inimization/avoidance issues
Buffer Rules (Neuse, 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 &N 0
Conway, SC 29526
[phone] - =
Fax [phone]
x ?r ENGINEERING • TESTING
ENVIRONMENTAL SERVICES
a:y (.e..
z.
www.smeinc.com
10 2
Date: September 17, 2003 Email: Coatesnsmeinc.com
To: Mr• Steve Mitchell Phone [phone] office

843.450.1331 cell
From: Charles Oates
We are sending you: z Attached
The following items:
Under separate cover via
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 uestions at the numbers listed above.

'Rt

S& !'n, Inc.
6" 46
Charles Oates
Project Manager
RAICH(JUALITYSECTION
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.
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 1 0.028696051
S-104 Jurisdictional 158 (!' 0.003627181
S-113 Jurisdictional 393 0.009022039
S-114 Jurisdictional 418 ?A 0.00959596
S-119 Jurisdictional 659 0.015128558
S-123 Jurisdictional 836 0.019191919
S-125 Jurisdictional 1251 0.028719008
S-129 Jurisdictional 1532 cll"" 0.035169881
S-133 Jurisdictional 82 0.001882461
vO
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
3-168 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
WET DSI401 ffiMp
fiF o 1 1 ?01j:i
NATERQUALITySECTIQN
Sheetl

EOP
5' MIN.
/ GUARD RAIL
R/- A,
N
,,? I W
W Z
> O
N
N LWiI
W D
zlm
EXISTING PAVEMENT
af
N
NC 242
J J
i-xB 0 -
'00 0
5' MIN.
II I
"' JUTE MATTI
G (TYP.)
A I R I
? d
- W W W W W I W . WETLAND AREA = 921 SF
Y 4 - L Y Y' W W W W W W .-- Ilk I N
?Y W a. I Z i ?Y W W Y Y Y Y `1' I Z W z
W N W W y W W W W NN W K IN
W W
I ?i
W W W W 41 W W W W ?i
w
I W
1
W
(n L
i l
i
N fW
i IL
Z:)
z
lm
PLAN VIEW
z
lm DLI
z w Z)
I m
WETLAND FLAG (TYP.)
2-BOX CULVERTS (6.5' x 11')
- - - - - - - - - - - - - - - - -------------
3' MIN. - - - - I 3' MIN.
20' -? 5' MIN. I 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-11
N.T.S.
s
W

lcn

i t ? ? I I
al I NC 242 0..1 I I I?
_ OI I I? _
-(oI I ?1 1 I I
EOPII '`'I I "' I I I I "' I
1-\ I I 1 1 1 1 1

I 5' MIN. 5' MIN.
I
JUTE MATTING (TYP.
\ ?h,
J, ?Y ?Y Y Y ?Y W W V 'Y W
R/W v v v v v r r W v W lp

N

I _ W
W W y W
W W
W _
w w WETLAND AREA = 1015 SF
Z

>
O
IZ
>
O

Y

Y Y Y J, Y ?Y ?Y

W 41

Y Y ;
4'I N
it
? W W W W W W W W W W W W W ?I
j
? ?
I ? PLAN VIEW D
u-
l I
w D w
D

w
Z)
z m z m z m
EXISTING PAVEMENT-
3' MIN.i
20
PVC PIPE D.I.P. WITH FIELD
LOK GASKET PIPE
EXISTING 36" RCP
-- EXISTING 36" RCP
5' MIN.
D.I.P. WITH FIELD J
LOK GASKET PIPE
SECTION VIEW
(N
? W
W Z
J 0
? N
w) W
w?
zIm
WETLAND FLAG (TYP.)
----------
?- - 20' 3' MIN.
D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE
STREAM CROSSING S-12
N.T.S.
1
EOP
5' MIN

R W

I I

w w
Z

w w
Z \II,
-
? IO N SI p
N

W W W W
cn W D 1
D 11
W D W D
z co z co
WETLAND FLAG (TYP.)
EXISTING PAVEMENT--\
? o
a o
w n
I-
2 EXISTING 6x8 BOX CULVERT
NC 242
5' MIN.
w
ETLAND AREA = 531 SF
PLAN VIEW
111, ( I w
W Z
O
N
W Lu
cn b-
D u-
W D
z?m
L JUTE MATTING (TYP.)
2 EXISTING 6x8 BOX CULVERT
----------- -----------
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-32
N
w
Z
W
CIO
? N
W Lj
U) ?
=) W
W D
z co
N.T.S.
e L
I?
?N
a I I NC 242
?I I
EOPIT
5' MIN.
5' MIN.
15" RCP
}
RAW w

p
N
W
I W
I
>
O O
>
U) Iw
? I?
O Li D W
W1:
Z m WID
z m
EXISTING PAVEMENT
3' MIN.
20' -? IN
PVC PIPE D.I.P. WITH FIELD
LOK GASKET PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE
'--*JUT ?W MATRNG (GYP.) W ?{ W W W W
Y W W W Y W Y I Y J? W Y Y
y W W( W W W W W WETLAND AREA = 1097 SF
?Y W W W W y W W ? y W W
Y ?Y Y I W Y Y Y ? Y Ji Y W Y Y
N
W W W W I W W W W W
W W W I W
?- > O W > O
E I W PLAN VIEW W( W
(n I.? N la..
W D W D
ZIm Zim
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.
r i
H
I I
w I I I I L4 NC 242
ci.
EOP ? I I i l
+-\ ?° I I I I ?° +
5' MIN.
R/W -1--' -t
.N Ir-
>I N > O
of iR

m
i Of
u-
(n
I of
U-
>
> > U-
ZI m Zl m
EXISTING PAVEMENT--\
5' MIN.
-?--JUTE MATTING (TYP.)

WETLAND AREA 225 SF \-:FENCEI
N
Z Ld z
N
V V 1 I N iR N
PLAN VIEW 0 U-
I NI A
W
C W
Zlm ZI m
WETLAND FLAG (TYP.)
(2) EXISTING 36" RCP
3 MIN.
20'
PVC PIPE D.I.P. WITH FIELD
LOK GASKET PIPE
5' 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-78
N.T.S.
R ?
Q
w
O
n NC 242
EOP MI 1 1 1
j? 1111 j
5' MIN
Ali,
r7
5' MIN.

R?W 11, 1 %41 1111 11, y 41 .,,
WETLAND AREA = 721 SF r
O
wlw 11, IV 11, 41
PLAN VIEW
wlw
Ll-
D
zim zlm
L- WETLAND FLAG (TYP.)
EXISTING PAVEMENTS /
---------.- ?
3' MIN.
20'
PVC PIPE D.I.P. WITH FIELD
LOK GASKET PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE
(2) EXISTING 36" RCP
j
20'
D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE
SECTION VIEW
STREAM CROSSING S-79.
?Ai-
5' MIN.
W?TLAND FLAG (TYP.)
T -T
3' MIN.
N.T.S.
I
i?
w ?
lcn ?
NC 242
If I _
EOP f
5' MIN
5' MIN.
R/W
:0:?
JUTE IMATTING (TYP.)
? 41 IV f 41 4
41
Nk N 41 4
(`v WETLAND AREA = 1250 SF
af Of
WIz W Iz W IN W
O w O UJ O ]IO
N N
w w W w PLAN VIEW w W W W
wlD WID wlD WIC
zlm ZIm zIm zlm
-WETLAND FLAG (TYP.) EXISTING 36" RCP
EXISTING PAVEMENT
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-100
N.T.S.
or I
EOP
5' MIN
JUTE MATTING (TYP.)
RAW.
5' MIN.
Q
WETLAND AREAI = 158 SF
N I z ? N
?Iz W 111. x,111 W BIZ
W W W I Z W
> O > O > O > O
(Y Iry PLAN VIEW ?Iw ?Iw
W W W W W W W W
cn? ? ?
: ? D?
zIm zlm zlm zlm
WETLAND FLAG (TYP.) EXISTING 24" RCP
EXISTING PAVEMENT
------------- ------- ------
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
Q
W
co
II
NC 55
III
III
NII
II
N.T.S.
r

\\ \\ NC 96
EOP ??',o\ \ \ \??',o
5' MIN.
R/W7
5' MIN.
JUTE MATTIN G (TYP.)

i y y
WETLAND AREA = 393 SF
Y .v ? ?
L I? I N
'?
m w
z
m w
z
S IN >

PLAN VIEW w w
w I w
(
WETLAND FLAG (TYP.) w D w D
z lm z I m
EXI STING 36" RCP
IN I-

w w
z w
uj z
> IoN SIN

ry ?
I iU-
D Z) D

z lm z I m
EXISTING PAVEMENT-
3' MIN. -i
----- 10 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
w u

n
NC 96
EOP MI II I
i-\ I II I ?
N
w
or_
w z
O
ry N
w ry
LLJ
(n 11
D L L-
wI:D
Z m
5' MIN.
5' MIN.
MATTING (TYP.)
R/W
EXISTING PAVEMENT
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW
WETLAND FLAG (TYP.)
A-- 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
STREAM CROSSING S-114
= 410 Jr
N
w
?I
z
w
O
>
? N
w ?
W
U) LL-
D LL
zlm
N.T.S.

Q
W
ry
0
BRYANT POND RD.
n lo-
_ I I I I 0 S.R. 1113
oll Ilo
EOP
I I I I
5' MIN.
5" MIN.
UTE MATTING (TYP.)
RAW .v .? .?. .v w .v .v
N WETLAND AREA = 659 SF
W W
z z w .?. .v .v .v
j O j O
N N L L L L L L
re, 1I1 W W
_ 111
W I W
W ::::)
w D PLAN VIEW
zlm zlm
/WETLAND FLAG (TYP.) EXISTING 36 RCP
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.
F

Q

W ^
L7SJ
Q Q

l
V /
I I I I I I
I0-I 10-1 la-1 NC 96
_ ICI I?II?I _
ICI I?II?I
EOPj- Ir?'I Ir-0 IrV')
I
I I I I I I
5' MIN. 5' MIN.
\II w JUTE MAT#ING (TYP.)

R
WETLAND AREA 836 SF

IV \V ? 4, q, lp 1
F
+ C
w PLAN VIEW

u-
U) w W W

w DD
w D D D
D
z m zm z m
nA
.
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
N.T.S.

Q
NW/y
LL
V/ 0?11
NC 96
EOP
5' MIN.
R/W
?U)

?
0
? 1
? *
?1
w WETLAND AREA = 1251 SF `?' N y
z
I O t. ? .? WI z
Di
> %I, %I, %1, %1' > ON y ? ? 4 ON NV Nv
Fr of
l W w I W
(n co V)
W D PLAN VIEW w

7' 'o, 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.

N
W
WIZ
O
N
VIW
W D
Z.m
W
W W y W W
W ? W I? W W
W WIZ W
> O
F N
W ?
VI
W
1L ZIm
WETLAND FLAG (TYP.)
3' MIN.
20'
PVC PIPE D.I.P. WITH FIELD
LOK GASKET PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW
JUTE MATTING (4P.)
? .l.lam W W ? N
W W W ? ? W W W y W I Z
>10 ?I
W W W
:ILL OIL,
W D W D
Zlm Zlm
3' IMIN.
/ ?--- 20' MIN.
D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE
STREAM CROSSING S-129
N.T.S.
? I o

EOPI-?
1
5' MIN.
I?
R
/W
WETLAND FLAG (TYP.
)
I N I-
ril
z
N
w fa?
z
o
FI N LI
N
w
cf)I W
1 w W
co 11
D
w ?
D ? ?
w D
z m zm
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-133
N.T.S.
a-I I NC 96
?I I _
Cpl l
?I
I I
5' MIN.
JUTE MATTING (TYP.)
WETLAND AREA = 82 SF
I
PLAN VIEW
EXISTING 36" RCP
Q
Nw
I..L
Vl O
I
?Q
W
U
EOP °
5' MIN.
G?
5' MIN.
4w `JUTE MATTING (TYP.)
1
1 w W
N RAW y p- V lk ? v y ? ? ?- v I N

w W
z W W Ld W W
w
I
z W W y W
.yWETLAND AREA = W
1317 SF .
z
w W
z
> o
N o
.? > N y
11 W W y w w
.v w > y lk > I 0

W Q.'

W ?' Y

W(W Y VL W lY Vr Y Y Y Y Y lp
w
V)
W LL.
D W D? W W 111, ?I U-
zI m zlm PLAN VIEW zlm zl m
WETLAND FLAG (TYP.)
EXISTI NG PAVEMENT

-- - - - 3 EXISTING

Z: 60" CMP
1
-
- - - - - - - - - - - - -
3' MIN.
20' ---I
5' MIN.
PVC PIPE D.I.P. WITH FIELD
LOK GASKET PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW
20' 3' MIN.
D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE
STREAM CROSSING S-136
OLD NC 96
N.T.S.

W o
r c/) 0
U U NC 96
? ctf
EOP --\ ?
5' MIN. I I 1 1 5' MIN.
JUTE MATTING (TYP.)
AdJ7
Q -
C
R/W ( ?• v. .? .v
L L I %L? -L I V q,
WETLAND AREA = 553 SF I I N
z w w .? 11, y 11, .v 0*- W 1 w
wI0 > 0 w z w z
y (? CIO
N N 4. L
FY N
? 1I '• Y L L V L L ? ?
w w 1
w W W 1, w w
DID DID PLAN VIEW ?I? DIL-
w D w? w D w D
zIm zlm I I zIm zlm
WETLAND FLAG (TYP.)
EXISTING PAVEMENT EXISTING 42" RCP

I N
3' MIN.
20'
PVC PIPE D.I.P. WITH FIELD
LOK GASKET PIPE
Qa-
5' 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-143
N.T.S.
9
• 0 n YIN
i WOODS CROSSROADS RD.
I I S.R. 1005
EOP M I I
II
5' MIN. 5' MIN.
'-? ?- JUTE MATTING (TYP.)
R/W
•? •v WETLAND AREA = 192 SF
I-
41 IN
;
lo C 11 o >
N
N SIN -IN
c Ld ?? PLAN VIEW c I w m b
wD wD wD WD
z1m z1m I Zlm Zlm
WETLAND FLAG (TYP.) EXISTING 36 RCP
EXISTING PAVEMENT
1 -\ 5' MIN.-? j
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.

WOODS CROSSROADS RD.
S.R. 1005
EOP \ \
5' MIN. 5' MIN.
N
?IW
z
w
O
? N
f'
V)
WW D
zIm
R/
W W
WETLAND FLAG (TYP.)
?
?

W W

z

O
> N
r
W ?
cI
W ?
I.

z I m
EXISTING PAVEMENT
PLAN VIEW
\WETLAND AREA = 131 SF
,,II?
W
?I
W z
> O
of N
W
N LLL-
W ?
zlm
EXISTING 30" RCP
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
N
?I W
W z
? O
SIN
W ?
D?
W D
z m
STREAM CROSSING S-166
N.T.S.

v
WOODS CROSSROADS RD.
S.R. 1005
EOP v
5' MIN. 5' MIN.
"'
ME
ATTING (TYP.)

R W I

N I ?
,
I? ?
w
zo
L w
Io
WETLAND AREA = 3,51 SF
b w
( o
N ry N I I O N
w w Lu w PLAN VIEW w l Of
V l
i It v) w
w
z D
Im w
z D
lm w D
zlm
WETLAND FLAG (TYP.)
EXISTING PAVEMEN T
?-
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 5-167
IN
?Iw
w z
> 0
? N
w D
zim
N.T.S.
A
00

\ \ WOODS CROSSROADS RD. S.R. 1005
\ v o",

EOP
\ \
5' MIN. 5' MIN.
I A II ?, , UTE MATTING (TYP.)
R W E -41
W
FENC
w I WETLAND FLAG (TYP.) ?
W W y
Z
o w
Of z
I o \
-4, NP Z
I
I z
N N
> WETLAND AREA = 362 oN
SF > oN
IIw 0 PL AN VIEW N
U- N W
W U
Z) Z) I I
D
Zlm
z I m w
D
zim w
ZI z
co
EXISTING PAVEMENT
EXISTING 36" RCP

? 5' MIN.
- 1
3' MIN. 20 -rD,.I.,P. 20' M
PVC PIPE D.ILOKWI T FIELPIPE WITH FIELD PVC PIPE
GASKET PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW
STREAM CROSSING S-168
N.T.S.
w
A $
U)
a
a //
EOP
5' MIN.
5' MIN.
_ JUTE MATTING TYP.
W ? W
kill
W W W
R/W W W WETLAND AREA = 168 SF
W W
N W W I- IN
W W W W W W
>Io ;Io ,.., ;I0 ;Io
(ry I? IOf Of
cn U- cn U- -D :3 PLAN VIEW w j W
zlm zlm I I Zlm Zlm
WETLAND FLAG (TYP.)
EXISTING PAVEMENT
EXISTING 24" RCP
- - - - - - - - - - - - - - - - - - - - - - - -
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-178
N.T.S.
BEASLEY RD. S.R. 1105
2 1

a
\ \ w BEASLEY RD. S.R. 1105
_ _ \ \ of
EOP \ \ n
5' MIN. 5' MIN.
JUTE MATTINGI (TYP.)
R/W WETLAND AREA = 1173 SF
I
N
W W W
of z 0-1
z z
> 0 > O alr, j I 0
F I N ? N dlr, - N
1 co u PLAN VIEW j W
V) W D wl:) WID
z l m z I m WETLAND FLAG (TYP.) Z I m
EXISTING PAVEMENT EXISTING 30" RCP
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
N
EIWz
W
O
of N
W
w D
zim
STREAM CROSSING S-181
N.T.S.

W

I 1
a- BEASLEY RD. S.R. 1105
EOP
5' MIN. JUTE 5' MIN.
MATTING
(TYP.)
V
X ?- FENCE

R/W ?
ELECTRIC FENCE
WETLAND AREA = 180 SF
( N I? 111. 111. ( I
? N

> I °
>
o
I
PLAN VIEW
> W
o
I W
m r
N
?
N

Llj
I w IW
W
I
W
W
I
W
D

W

? ?

W

? W D LL-
?
W
W
D
ZI m Z Im Zl m Zl m
WETLAND FLAG (TYP.) ?
D.I.P. WITH FIELD
STREAM CROSSING S-186
3' MIN. I ' MI MIN. I MIN.
3' . 5' N. 3' .
20' 20'
20' -yl 5 ??- 20' 3" MIN. PIPE .I.P WITH FIELD D.I.P WITH FIELD PVC PIPE
PVC PIPE D.I.P. WITH FIELD D.I.P. WITH FIELD PVC PIPE
lOK GASKET PIPE OK GASKET PIPE
LOK GASKET PIPE OK GASKET PIPE
D.I.P WITH FIELD L
LOK GASKET PIPE
LOK GASKET PIPE
SECTION VIEW
SECTION VIEW
N.T.S.
I }
Q
w
Ir

N
w z
W O
>N
I
W'
ry
W
W
WC
zIm
EOP
5' MIN.
R/W
RAYNOR RD. S.R. 1106
5' MIN.
dttiltv JUTE MATTING (TYP.)
all,
WETLAND AREA = 492 SF

N
I I

L.tj Z

N ?

LA W
SI N

? V ?
? D
::)
W
7 m z m
X
A1
TLAND FLAG (TYP.)
EXISTING 48" CMP
? 1
?I
?I
=co
FENCE w
V)
Z
W N
>
?IaII. %4' ?
Lr-
PLAN VIEW
:3 LL_
zIm
EXISTING PAVEMENT--\
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.

Q
w
ry
0
1 1
RAYNOR RD. S.R. 1106
I 'N
EOP I '
10
1 I
5' MIN.
5' MIN.
L

R/?Id .? .v I w ? .?

w ?w y
O ali, v. v, .?L I ? .? .i
N

w
w
w fy
w
W D w I LL.

zl m zl m
WETLAND FLAG (TYP.)
EXISTING PA VEME NT
JUTE MATTING 1-.,(TYP.)
cn
WETLAND AREA = 999 SF?
? z
i .? 4 w ?
w
PLAN VIEW
wD
z,m
EXISTING 42" 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-198
IN
w
wlz
> 0
N
wow
(n LL-
D Li
w D
zI m
N.T.S.
{ F
w
Of
U)
EOP
5' MIN.
NOAH RD. S.R. 1142
-_F_F_
all
III
011
'01 1
5' MIN.
0
24' RCP -
-?---
R/W
I N

jj W
Z
O
of

Li W
z
O
LI
N L I
N

WI
m
W
Li-
W
U)
IW
uj
LL_
W LL_ W LL_
z Z
)
m D
z m
EXISTING PAVEMENT--\
.v
y y yJUTEyMATT4NG (TYP.)
y y y y y WE%TLANDyARE = 678 SF
y y y y Y y y ?
y y y y y y y y y W
? Z
w y y y y y y W 0
> N
%Y Y ?Y ?Y Y y y y (1M ,??1,
PLAN VIEW
WETLAND FLAG (TYP.)
5' MIN.
EXISTING 30" RCP
WIW LL_
LLd
zim
3' MIN. 20' ---I y 20' 3' MIN.
PVC PIPE D.I.P. WITH FIELD .P. WITH FELD PVC PIPE
LOK GASKET PIPE K GASKET PIPE
D.I.P. WITH FILOK GASKET PIPE
SECTION VIEW
STREAM CROSSING S-210
N.T.S.

IN
W
WIZ
> O
? N
R
U)I?
WW D
Z) LL
z m
r
1 ?
Q
W
1-
cn
EOP
O
III
5' MIN.
STRICKLANDS CROSSROADS RD.
S.R. 1143
5" MIN.
JUTE MATTING (TYP.)
R/W
N
W W
m z z
j O > O
N N
U) W U) W
D D LL-
w D w D
z m zim
EXISTING PAVEMENT
1*-l
W
WETLAND AREA = 108 SF
W W
W
,vli, ali
?l W
w z
O
>
? N
PLAN VIEW D
w
zlm
WETLAND FLAG (TYP.)
EXISTING 36" RCP
5' MIN.-
' N
?I W
w z
O
N
W W
zlm
- - - - - - - - - - - - - -? . - - - - - - - - - - - - - - -
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
III
N.T.S.

N
V)
i
4;i4;4
I 1 STRICKLANDS CROSSROADS RD.
_ CL 1
I 1
I n-
I I S.R. 1143
EOP 01
I 1
I 101
I 1
I
5' MIN. 5' MIN.
I
JUTE I MATTING (TYP.)
14, W 41 y W W W W y y W W W ILI
W y WETLAND AREA I= 1248 SF
ll? R/W v v v v v N v. v
•?? ?Y ?Y Jr ?Y ?Y ?Y •Y ?Y ?L I ?Y ?Y W

77
77 •??IW?Y ?Y W i1
z ?I W
z
?I 0
SIN
O
O
CK P LAN VIEW w I w
WI W W wI
Z) u- W u-
D u- Z)u z D
Z m
ZI m ZIm Im
WETLAND FLAG (TYP.)
EXISTING PAVEMENT EXISTING 30" RCP

--------_- z 1 A ----------
5' MIN.
3' MIN. 20' --) 7 I--- 20, 3' MIN.
PVC PIPE LDOK GASKET IP PE LDOK GASKET IP PE PVC PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW
` STREAM CROSSING S-216
N.T.S.
w n
F -
V)
I I STRICKLANDS CROSSROADS RD.
a_ I I S.R. 1143
EOP o I
II
5' MIN. 5' MIN.
JUTE M4TTING (IYP.)
f- FENCE

RAW w .v ?. .v .
I 41 WE ND AREA 5?3 SF
N

I Z
I Z .II.`L y
W
II1,
wI
ly- W
> 0
N > 0
N
N
N
0
F
V I I
I
cn w
PLAN VIEW N I w
I
(n w
Ll =) U-
/ :D Li D l -
Z l m Z I co Z I co z( co
IAIMTLAND FLAG (TYP.)
EXISTING PAVEMENT EXISTING 30" RC P
1
- - - - - - - - r- - - - - - - - - -
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
N.T.S.
i t
EOP
5' MIN.
FENCE
IN
W
z

0
N
I
r
W W
U)
? I L
LL_
W :D
z (m
EXISTING PAVEMENT
Q
W
I-
U)
c- I I STRICKLANDS CROSSROADS RD.
SR 1143
III
?II

5' MIN.
W
Z
> 0
WIN
W ry
(n I LL-
Li
W D
zlm
`WETLAND FLAG (TYP.)
EXISTING 18" 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-221
JUTE MATTING (TYP.)
ND AR A = 102 SF
I N
W
z W
z
>I 0 >I 0
It Of
W W W W
V) LL_
I LI_
D LL_ LL
W D W D
z m z m
l I
PLAN VIEW
N.T.S.
Q4
A '
EOP
5' MIN.
5' MIN.
JUTE (MATTING (TYP.)
\1 11 11

W W
1
j O
N w
o
N
>
WI w WIw
? ? D?
W D W D
zl m zlm
WETLAND FLAG (TYP.)
EXISTING PAVEMENT
cn I FENCE
WETLAND AREA = 272 SF
J

? w
z
? w
z
o ? I
o

w
PLAN VIEW

D u- D u-
w w D
z lm T m
?- EXISTING 30" RCP
3' MIN. 5' MIN 3' IN.
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 I ADAMS RD.
SR 1174
o?
II
N.T.S.
4
Q
w
F-
(n o 0
II
III
III
III
NII
5' MIN.
R/W -ZX
N
W W
k' Z
?
Z
w
L w\
O O
N N

l (
LLJ
U
)
I
(n
I

W
i D W
i D
z m z m
EXISTING PAVEMENT
W
W
W W
W
PLAN VIEW
ADAMS RD. S.R. 1174
5' MIN.
JUTE MATTING (TYP.)
JD AREAI= 130 SF
Li
LiJ z
> O
? N
W Ld
(n I
LL-
bi D
zlm
WETLAND FLAG (TYP.)
EXISTING 24" RCP i
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 J
LOK GASKET PIPE
SECTION VIEW
STREAM CROSSING S-225
IN
Ld
W z
> O
N
W ?
U) I
D LL
W ?
Zlm
N.T.S.

o
EOP
5' MIN.
WETLAND
FLAG (TYP.) -~
FENCE

w z w z
Fy N I NN
w
U)

w
l

I
w
w ? W C
z co
l zl (n
EXISTING PAVEMENT -
Q
w
U)
1
1 1 FIVE POINTS RD.
1 Irn SR 1176
1 1-)3-
1 10v
5' MIN.
1
JUTE FATTING (TYP.)
I
N .?
PLAN VIEW
WETLAND AREA- = 658 SF I N
w
w z w
wlz
> ? ? N
w

? Lu
u-
NI
W
zl D m w D
zlm
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.
t '
EOP ---\
5' MIN.
Q
w
()
II
I I
5' MIN.
JUTE MATTING (TYP.)
lp
I
R/W v .v .1• ? .v .v .? N .v 41 4, ? (.v FENCE
?
N V, L L Y I rY Y 41
W
W
I rig W .l
111.
- Z w z
? w 14, v .? .t LLI , ., .
I
O >
LLI I
O > lO
>
W
W
I
D W w PLAN VIEW W
D
Wrn :D
W
m D ID

zI
m
zI
m I I z Im
WETLAND FLAG (TYP.)
EXISTING PAVEMENT--\ EXISTING 36" RCP
------------------- ---------
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
I I
III
011
RD.
N
Who
> N
ry
W
W
W
zIm
N.T.S.
k ?

EOPf
5' MIN.
NC 50
5' MIN.
' JUTE MATTING (tYP.)
T W -Y . T? W i- - W --m W W
R/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
WEiLANDYFlAOY(TYPtj W W W
W W W W W W N
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
Y W W I 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-"fN'ND WAREA? 2SOO SW W W
W W W I W W W W W W W
N
Wlp LLI
N
Wlp
LLI
IZ
WIZ

I W
il. PLAN VIEW a N N

I
cn (n =0 ? M
S
Zlm Zlm Zlm Zlm
- - - - - - - - - - - - - - - - - -- - - - - - - - -
3' MIN. _
20'--I ---?? gI --------- ;7D.I.P 20' 3' MIN.
PVC PIPE D.I.P. WTTH FIELD \ - - - - - FIELD PVC PIPE
LOK GASKET PIPE 5' MIN T PIPE
D.I.P. WITH FIELD J SECTION VIEW
LOK GASKET PIPE
STREAM CROSSING S-251
N.T.S.
t '
?Q
W
U)

EOP
5' MIN.
I I
?I I I I
I I?
?I I I I?
of I I to
`° I I I I "°
THORNTON RD.
SR 1128
5' MIN.
t ,
JUTE MATTING (TYP.)
I? y W y y
R/W, .y .y y, y y
y y ?I W y
N \II J, Y ey l V
u
W W --- _,__
LION SLLJ
INN
Wlw WIw
W ? w D
zIm zlm
WETLAND FLAG (TYP.)
EXISTI NG PAVEMENT-\
y W y ? ? y y ? I ? ? W

y y w y WETLAND A EA = 1330 SF y .v

l y J, ?, i
y W lk IV
p' Z
?
0 \L !

PLAN VIEW f N
W w W w
DID
W D W m
zlm zI m
,- EXISTING 60" CMP
3' MIN.
20' -?{I
-4
` 5' MIN
PVC PIPE D.I.P. WITH FIELD
LOK GASKET PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW
---
i
3' MIN.
20
D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE
STREAM CROSSING S-270
N.T.S.
I N
? W
WIZ
? O
? N
W d'
cIu-
2: 1 m
s
a
w
JUTE MATTING (TYP.)
W ?
Zlm
- - - - - - - - - -
3' MIN.
20' T ? J
5' MIN.
PVC PIPE D.I.P. WITH FIELD
LOK GASKET PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW

REEDY PRONG CHURCH RD.
S.R. 1124

I N
W
? ? I
W ZO
? N
W Of
V) LWi
W ?
Zlm
20' 3' MIN.
D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE
STREAM CROSSING S-273
N.T.S.
L -WETLAND FLAG (TYP.)
EXISTING PAVEMENT--\ - 3 EXISTING 72" CMP

EOP
a
o

Q
w

REEDY PRONG CHURCH RD
SR 1124
5' MIN. Q 5' MIN.
w

CMP la, I h,
JI+TE MATTING (TYP.)

R /W
w WETLAND AREA
W 433 SF
? I
N
W
I W
I 111,
0
1
C
":
f W
> 0
N LLJ
>
0
N I
,1
1,
L
J
N jI 0
N
? a,
L PLAN VIEW

w
D L-
wD
w-j LL-
D

W
LL.
D
Z ?m z1 m z?m z? m
WETLAND FLAG (TYP.)
EXISTING PAVEMENT
? EXISTING
- F 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.
S k
O
J
N
REEDY PRONG CHURCH RD. SR 1124
EOP
5' MIN. 5' MIN.
3
0
pgfP7
R/W l l o JUTE (MATTING (TYP.) l
v
-7-
W W W W W W W W W Y W Y- W W? W W W Y W W W W W W V? Y
Y Y W W W Y Y W W W W W W W- ? W W W W W W y W W W W W
W W l Y W W L lW W Y W W W W W N .y .v W W W W W .V I .v .rY W
`Y `Y Y Y W W W W `Y Y W W W V? `Y -Y W W Y Y Y w W W W W W
W -Y w .v W W W .v w .i. ,y ,y WETLAND AREA = 2000 SF
W W W W W W y W W
N N
K 2 ? Z W W
La uj U, 0
R N EIN PLAN VIEW ?lN iz N
(n NlW Nlul NIA
W j W W W
Zlm Zlm Zlm ZIm
WETLAND FLAG (TYPJ
3' MIN. 20' 20' 3' MIN.
---) ?---
PVC PIPE D.I.P. WITH FIELD - - - - - - - - - - - - - J D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE 5' MIN. LOK GASKET PIPE
D.I.P. WITH FIELD SECTION VIEW
LOK GASKET PIPE
STREAM CROSSING S-278
N.T.S.

I
I
MORGAN RD.
S.R. 1211
EOP
5' MIN. I I 5' MIN.
7 JUTE MATTING (TYP.)
R/W ?? N \\
IN I? ° W W
W W W W W W W W W Z7 W W
W IO wI0 W w W W W W v.IZ v
N Ni 4, W W W WETLAND AREA = 1456 SF W W W W
y\
U.J LWL NIw lp y lp y Iw '41
W a ,Y W w J.y Y JW W Z)
Zlm zlm PLAN VIEW Zlm
EXISTING PAVEMENT WETLAND FLAG (TYP.)
3' MIN.i
-------?? -----------
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
N
?IW
W Z
? o
? N
NIUJ
W D
Zlm
STREAM CROSSING S-509
N.T.S.
S ?
I?
W
VJ
N
ALLEN'S CROSSROADS RD.
/ S.R. 1158
EOP
5' MIN. 5' MIN.
MATTING (VP.)
_v w -z W
R/W -F? 1 14, i y 14, 1
I N I y W y 'WETLAND AREA = 809 SF y
W y W W I N
W W , W
o > I o WETLAND FLAG (TYP.) > o > I a
W W W W PLAN VIEW w w w w
V)IU I L,_
Zlm Zlm Zlm Zlm
EXISTING PAVEMENTS ?- EXISTING 42" RCP
3' MIN. 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-521
N.T.S.
n
1 1 MEADOWBROOK RD. S.R. 1136
X11
EOP _N 1 1
11
5' MIN. 5' MIN.
??- JU E MATTING (TYP.)
WETLAND AREA = 259 SF

N R/W .i. - N
w ( ? w I o i •? .v
N w l z
N N N N
w l w w l W WETLAND FLAG (TYP.) w l w w ( w
U) I V) 1 ? M ?
zI m zl m PLAN VIEW z lm :7 m
EXISTING PAVEMENT
EXISTING 24" RCP
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-543
N.T.S.
Q
w

I I MEADOWBROOK RD.
_ I I SR 1136
EOP 0I
I I
I JUTE MATTING (TYP.)
5' MIN. 5' MIN.
,Ir WETLAND I AREA = 538 SF
1
N ?-

R/W
.V 41 4
w
41 N
W w .? .v .v w
>I 0 >Io
.v
-
14,
141, 11, ?I o >
I0

? 0-1
ry w w E N
w

(n
I

lwi
Lli
(n LL-
I 141* %41 ? (?
? I W
W D W D 11V ' w
W
D
Z? m 711 m ,111, , m T o
WETLAND FLAG (TYP.) PLAN VIEW
EXISTING PAVEMENT
EXISTING 60" CMP
--------- --------
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-547
N.T.S.

BAREFOOT RD. SR 1132
EOP
5' MIN. 5' MIN.
WETLAND FLAG (TYP.) JUTE MATTING (TYP.) 111
,,?
,111,
? ?I 41 %

R/W N Ji ? ? I 4 ? y ? 41 I ? 41 I N
W
z
z !% W W

>

p

14/

I p
All z

p .v .?.

I
> z

p
N ,111. N N \II.
[if N
U) I w w I w WETLAND AREA = 1008 SF I w w ( Of
w D W D D L
D

77
m
7,
m PLAN VIEW D D
1 1 zi m zI m
EXISTING PAVEMENT
1?,e 0
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 ?l
EOP
5' MIN
5' MIN.
I
R/W
Ix W
W Z
> 0
? N
w ?
fn u
W
Zim
EXISTING PAVEMENT
I I I BAREFOOT RD. SR 1132
III -
"' I I
IW
W
W I C W W ?
Z W W
Pj W W W W
? `?. W W W
1?IIWi W W W W
LJ
z I m
WETLAND FLAG (TYP.)
W W W? W W W W I W W W W W
W W W W W W W W W W W W
W W W W W W W N W W W W W
W W W? W W W W W 611 W W W W
W Z Z
W W W > N W W lp 0 W W W W W
t/? W W W WFE ? W W W W? d?• W W W W
-Vr W W W N W W W jI? W W W W W
W Z,
z I m z I m WETLAND AREA = 1357 SF
PLAN VIEW
EXISTING 36" RCP
3' MIN.
20' ---I
PVC PIPE D.I.P. WITH FIELD
LOK GASKET PIPE
- - - - - - - - - - - - - - - - - - - -
\ 20' 3' MIN
ZVD.1,P. WITH FIELD PVC PIPE
GASKET PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW
JUTE MATTING (TYP.)
STREAM CROSSING S-578
N.T.S.
i
ELDRIDGE RD. SR 1122
EDP -\
5' MIN.
5' MIN.
R/W
N
Zln°i 'Izo
N
?IIL NIW
7
zlm zlm WETLAND FLAG (TYP.)
JUTE MATING (TYP.)
W ? W W W W I W W W W W
W W W W W W W a W W N
W W W W W W W W glz W W Z WETLAND AREA - 864
W W W W W W W W N W W CC' N
Wa'
W W W W W W W W ?? W W C
ZIm WI?
z m
PLAN VIEW
3' MIN.
20'--? --------- \\ Y
PVC PIPE LOK GASKET PIPE \\ ' 5' MIN.
D.I.P. WITH FIELD
LOK GASKET PIPE
---------------
20'- - - 3' IN.
6" D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE
SECTION VIEW
STREAM CROSSING S-586
N.T.S.
. , ' 0
HARPER HOUSE RD. S.R. 1008
EOP N 1 I
5' MIN.
5' MIN.
W
JUTE MATTING (TYP.)
RAW
N
?) W
w z
0
?I N
W Ld
(n lwi
WIC
z m
4
w 0
>
N
W `
D LL
WIC
z m
? o WETLAND I AREA = 283 SF
IV WETLAND I z
LLJ
Ali ) o
FLAG (TYP. Y N
W
PLAN VIEW z I co
D b
W ?
EXISTING PAVEMENT
EXISTING 36" 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-590
\V \11
N
w
?I
Z
w
N
Q N
W Ld
W
U) L
D L L-
w D
z co
N.T.S.
Q
w
C 4;44
aHARPER HOUSE RD. S.R. 1008
_ colfI I I Iroy _
EOP I I I I WETLAND FLAG (TYP.)
-i-\
5' MIN. 5' MIN.
I
R/W ?- IIIJUTE MA ING (TYP.)
N I w? WETLAND I AREA = 165 SF
c N
4-1- Lu
Ld 41 (n? >lo Wlo
N N of N N
(nI w uI w 111. `?' `?' ,111 L) w u( W
W D W D W D W D
I zlm
zlm zlm PLAN VIEW z m
EXISTING PAVEMENT

(2) EXISTING 42" RCP
3' MIN.

f il r-,) Qi----------?
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-595
N.T.S.
A 4 f i
Q
W
F-
(n
I I
ALONZO RD.
S.R. 1131
EOP ° I I WETLAND FLAG (TYP.)
I I F l
5' MIN.
Z- ?
N R/W
W \W
>
I Z Ld
O .t. .?
N co
? G:f 41
W
(/) lwi c I 14, ?, 11
zIm zIm PLAN VIEW
EXISTING PAVEMENT
5" MIN.
4w"
?J I TE MATTING TYP.
WETLAND I AREA = 350 SF
W
BZ
W I O
N
W uJ
co Lw
=Ll-
LLJID
EXISTING 60" RCP
N
?I W
W Z
O
N
W ?
(n lwi
zIm
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
N.T.S.

Q
w

? C-
a
0
9

ALONZO RD. S.R. 1131

_ II I
_
EOP o

5' MIN. 5' MIN.

84 JO !JUTE MATTr (TYP.)
IV
RAW `1' 4, `'' 41 ? :2
w Nv
WETLAND AREA = 582 SF
141 V' I

N c-
w ? .? (if G1 .? 14, ?. v. w
Ld' O >( O > IO
N
?I w wl w PLAN VIEW ?I w
w ? WETLAND w
z m FLAG
z
m w
z D
m
1 (TYP.) ( I
EXISTING GRAVELS EXISTING 30" RCP
3' MIN.
---------?__ ------
3' MIN. 5' 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-604
IN
?
w Iw
z
O
? N
LLJI?
w D
zim
N.T.S.

ELDRIDGE RD. S.R.
EOP
5' MIN. 5' MIN.

W
JUTE MATAG (TYP.)
W w ??? W

IN I^ W W LID" W ,v W W W W
I V {
W

jl W
00
jI W W W W
Y Y Y
Y W
W W W
Y Y W W W
L W r-
W ,•
Z N

F 0

W W W

w I
O
N
j
I
O
N

(n
I
IWi
w
(n
I
LL W ,i.
W
N
l
w
N
I
W
z m z m WETLAND FLAG (TYP.) Z
m Z
m

PLAN VIEW
WETLAND AREA = 1253 SF
3' IMIN.
1
---------- --- ---------------
20' -?I 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 J
LOK GASKET PIPE
SECTION VIEW
STREAM CROSSING S-611
N.T.S.
O? VII ATFR Michael F. Easley, Gove?.

Q William G. Ross Jr., Secretary
v North Carolina Department of Environment and Natural Resources

-i
L-,f %A0 r :r
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 211.0500.
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.
JRD/bs
Program
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), =://h2o.enr.state.nc.ushicwetlandsl
Customer Service #: 1-877-623-6748
Sincerely,
Cowl vy ---
Date: August 13, 2003
TO: Mr. Steve Mitchell
From: Charles Oates
Attached are ding you: (MJ) 3'+
Fax [phone]
Email:
Phone [phone]ou omc
843.907.1331 cell
Under separate cover via
ENVIRONMEN
www.smeinc.com
The following items: Descri tion
Co ies Date report for the Meadow water District Project in Johnston
7 8/13/03 Pre-Construction Notification Coun , North Carolina ® # 00(
d ?/ Q
1 8/13/03 $475.00 checkfor rocessin fees.

777,
S&ME, Inc.
Y
{
Charles Oates
Project Manager
FILE COPY
Pg??nN
RECEIVED
NOT AS NOTED ABOVE, PLEASE NOTIFY US AT ONCE.
UESTIONS, OR IF ENCLOSURES ARE which is confidential and
IF YOU HAVE ANY Q mission sheet. If you are not the intended recipient,
an this Letter of T ransmisnamcontain S f m" from S&M c., rohibited.
This Letter of Transmittal and the documents accomop useinof the individual or entity The information is intended only distribution or the taking of any action in reliance on these documents is strictly p
legally privileged. disclosure, copying.
you are hereby notified that any
- ..UU,7
{ryn, 1 n
r
SWE, Inc. [phone]
231 Labonte Street [phone] fax
Conway, South Carolina 29526 www.smeinc.com
PAYMENT
RECEIVED

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: ® Form Version May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter " ivot Appticame or ..ivA .)
1 1.

L
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
' Telephone Number: [phone] Fax Number: [phone]
' E-mail Address:
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
i

' 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: Jonhston 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/m4ps/.)
' 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
1
' Page 6 of 12
I
' 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.
' IV. 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
V. 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

1

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**
(yes/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 http://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g. eshw saltwate arch, 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 01 acres I
3. Individually list all intermittent and perennial stream impacts below:

I
I
I

J
I

I
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Im act 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.usgs.gov. Several internet sites also allow direct download and printing of U maps ww.to ozone.com,
www.mapguest.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

o.

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: till, 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

0
I

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
riuht of way 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
htt]2://h2o.enr.state.nc.us/ncwetlands/strrngide.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/wM/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

' 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
htt]2://h2o.enr.state.nc.us/ncwetlands/strrngide.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/wM/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
r
1
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)?
1 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.
1 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.
1 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
1 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
1 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.
1 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
1 Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ? If you answered "yes", provide the following information:
n

L

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 teet perpendicular trom near bank of channel; Gone 2 extends an
additional 20 feet from the edge of Zone 1.
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
1 Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
NA

I 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
1 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
e-Z&W2 7 lz?,
' A Ica gent's Signature S 8 M F, ,mac.. Date //_ J
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
1

Page 12 of 12
2
O
,X
SR 1143
s
n i
4
AS" .?? QxQ
X n "IRM ?S1ERS
SR ? tt' N ?` 3 Cw
f 1 N ® E C
3
aB?I? ei F
??
W/
RAYNOR ?" "'
0? 4
SR 1105 ® ®5 $ ??
i
.. ORAL STR1p .£ e
SR 1107 4L ce
? I
®6 ? ,,& PARS
D? n ql 1114 a
DCOD!?

'k ?,
d
? d ?
4r
SR 1144
OLO
CHAPEL ALL
C-
. T-1

2
p
4'?E

p GROW GOOSEHOLE
F 2
CU
SR 11
11?

d,MPWO iNN SR E
C
RANT
PO„p
® SR 1113
SR 1125

1117 TART TOW

A

NC 33 i m 'M

c
c?
20 Nlp ,, ?1
P1 8
r
0or
ND
Existing 12" Water Main
12" Water Main
Upsized from 8"
--- 12" Water Main
--- 8" Water Main
--- 6" Water Main
4" Water Main
District Boundary
\M? Existing
Meter Vault
M Proposed
Meter Vault
MEADOW
WATER DISTRICT
Proposed Water
o
EOP
5' MIN.
GUARD RAIL
R/W
.L
EXISTING PAVEMENT
I II I
?ui (I ?ui I NC 242
x V---? x V -?
i too it 'o o
i m II m
I II ?
5' MIN.
--JUTE MATTING (TYP.)
WETLAND AREA = 921 SF
WETLAND FLAG (TYP.)
.?C
2-BOX CULVERTS (6.5' x 11')
3' MIN. - - - _m_ 20' 5' MIN.
PVC PIPE D.I.P. WITH FIELD
LOK GASKET PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW
72 3' MIN.
D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE
STREAM CROSSING S-11
N.T.S.
N o
I I 1 1 I I
mI I NC 242 al I I la
_ Owl I _ ?1 I _I I?
III `III III
EOPII ?I I "' I I I I n I
1? I I 1 1 1 1 1
5' MIN
5' MIN.
r -
R/W N
1L
EXISTING PAVEMENT-
3' MIN.
20' --?
PVC PIPE D.I.P. WITH FIELD
LOK GASKET PIPE
WETLAND AREA = 1015 SF
/-WETLAND FLAG (TYP.)
EXISTING 36" RCP
EXISTING 36" RCP
--4--
5' MIN.
D.I.P. WITH FIELD -?
LOK GASKET PIPE
SECTION VIEW
w JUTE MATTING (TYP.)
? - - - - - - - - - -
20' 3' MIN.
D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE
STREAM CROSSING S-12
N.T.S.

n

2 EXISTING 6x8 BOX CULVERT
I I
NC 242
EOP I

5' MIN.
i 5' MIN.

Lr-
RAW N WETLAND AREA = 531 SF
-JUTE MATTING (TYP.)
WETLAND FLAG (TYP.)

EXISTING PAVEMENT
2 EXISTING 6x8 BOX CULVERT
3' MIN. - / ?
20' ----? 5' MIN. 20 3' MIN
PVC PIPE LDOK GASKETFIPIPE OD.I.P. WITH
K GASKETFIPIPE PVC PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW
STREAM CROSSING S-32
N.T.S.
I?
1r o
1V
EOP
5' MIN.
I I
n I I NC 242
?I I
?' I I
5' MIN.
15" RCP
R/W w
ry
0
JUTE MATTING (TYP.)
WETLAND FLAG (TYP.)
EXISTING PAVEMENT
EXISTING 36" RCP
WETLAND AREA = 1097 SF
- - - - - - - - - ----------------------
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
Al
I
N.
STREAM CROSSING S-33
N_T_S_
? o
? o
I I I I
c,1 I I I W NC 242
_ O'll I I Ic _
;o i 171;o
EOPII -? I I I I -? I
1? 11 1 i 1
5' MIN.
5' MIN.
"-JUTE MATTING (TYP.)
w
R/W
v v v v v
FENCE
WETLAND FLAG (TYP.)-\
PLAN VIEW WETLAND AREA = 225 SF
EXISTING PAVEMENTS I-- (2) EXISTING 36" RCP
- - - - - - - - - - - - - - - - - - - - - -
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-78
N.T.S.
F-
N o
0
f-l I-1
I I I I
0-1 1 1 1 m NC 242
?o I I I IM
EOP+-\ IIII +
5' MIN.
R/W
5' MIN.
N
WETLAND FLAG (TYP.)
li
EXISTING PAVEMENT
---WETLAND FLAG (TYP.)
o1L
WETLAND AREA = 721 SF

(2) EXISTING 36" RCP
-------------?
3' MIN.
20'
PVC PIPE D.I.P. WITH FIELD
LOK GASKET PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE
20'
D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE
3' IN.
IM
SECTION VIEW
STREAM CROSSING S-79
?Ai-
5' MIN
N_T.S.
ll'? o
IN 0
NC 242
_ III
EOP ? I I - -
5' MIN.

R/W
WETLAND FLAG (TYP.)
EXISTING PAVEMENT
5' MIN.
JUTE MATTING (TYP.)
w
WETLAND AREA = 1250 SF
EXISTING 36" RCP
3' MIN. 20' 5' M N0 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.
a
w
II
NC 55
- - ?I i
EOPj-\ N i I
5' MIN.
JUTE MATTING (TYP.)
R/W
5' MIN.
WETLAND FLAG (TYP.) WETLAND AREA = 158 SF
PLAN VIEW
EXISTING PAVEMENT--\ ?- EXISTING 24" RCP
--------------- -----------
3' MIN. 5' MI
20' -? 20' P. WITH PVC PIPE LDOK CASKETFIPIPE LDOK GASKET (PIPE PVC PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW
STREAM CROSSING S-104
3' MIN.
N.T.S.

\\ \\ NC 96
EOP \'no
5' MIN. 5' MIN.
JUTE MATTING (TYP.)
WETLAND AREA = 393 SF
WETLAND FLAG (TYP.)
PLAN VIEW
EXISTING PAVEMENT EXISTING 36" RCP
3' MIN.
20' 20' 3' MIN.
--I
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.
a?a o
- W o
C`
N
I II I
al II I? NC 96
?I II I?
EOPI-\ ?' I I I I "' j
I II I
5' MIN.
R/? -
EXISTING PAVEMENT
VJUTE MATTING (TYP.)
WETLAND FLAG (TYP.)
II,
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW
5' MIN.
.?L WETLAND AREA = 418 SF
EXISTING 36" RCP
- - - - - - - - - ---------
3' MIN. 20 20' 3' MIN. FIE PVC PIPE DLOK GASKET PPE LDOK GASKET IP PE PVC PIPE
STREAM CROSSING S-114
NTC
ry
F-
U)
D
BRYANT POND RD.
a

0 I
I
I I -
0
S.R. 1113
_ 01 1 1 I o
EOPi-\
5' MIN. 5' MIN.
All,
-
-
R W
JUTE MATTING (TYP.)

WETLAND AREA = 659 SF
WETLAND FLAG (TYP.)
PLAN VIEW
EXISTING 36" RCP
EXISTING PAVEMENT
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.
r o
(n o
a
I0-I lai ial NC 96
InII?I _

EOP ICI
lr+?l Iii I-?I
Irol Ir?l
5' MIN. 5' MIN.

JUTE MATTING (TYP.)
ck?

R/W
WETLAND AREA = 836 SF
WETLAND FLAG (TYP.)
PLAN VIEW

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
N T q

a. I I NC 96
_ 01 1
EOPII
1? t i l
5' MIN.
5' MIN.
R/W
WETLAND AREA = 1251 SF
WETLAND FLAG (TYP.)
ii,
EXISTING PAVEMENT
JUTE MATTING (TYP.)
PLAN VIEW
EXISTING 42" RCP
3' MIN. 2 0 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-125
N.T.S.
i, li,
0
Q
w
N
R
WETLAND FLAG (TYP.)

3' MIN.
i r-
- - - - - - - - -
20' ........
-??
PVC PIPE LOK GASKET PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW
J-,
5' MIN.
STREAM CROSSING S-129

3' IMIN.
I ----------
3'
20' MIN.
/,D.1'.WITH FIELD PVC PIPE
LOK GASKET PIPE
NTc
o
0
a.l I NC 96
forI I _
NI
EOPI?
1
5' MIN.
R/W -Z/
JUTE MATTING (TYP.)
WETLAND AREA = 82 SF
WETLAND FLAG (TYP.)
EXISTING PAVEMENT
EXISTING 36" RCP
3' MIN. 20' --? 5' MIN. I 20'
PVC PIPE D.I.P. WITH FIELD D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE 7LOK GASKET PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW
STREAM CROSSING S-133
N.T.S.
5' MIN.
3' MIN.
0
nnn
AL
R/W
WETLAND FLAG (TYP.)
?llk
OLD NC 9b
~-JUTE MATTING (TYP.)
WETLAND AREA = 1317 SF
11,
EXISTING PAVEMENT
3 EXISTING 60" CMP
--- -- - - - -
3' MIN.
20'
5' MIN.
PVC PIPE LOK GASKEFIELD
IE
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW
ZPD.I.. 20'
WITH FIELD PVC PIPE
LOK GASKET PIPE
STREAM CROSSING S-136
1
3' MIN.
NTS
o
? o
N
a la. NC 96
C) 0
EOP ---\ 4.
5' MIN.
T
R/? -
f- WETLAND FLAG (TYP.)
DI AN \/I[=\A/
EXISTING PAVEMENT
JUTE MATTING (TYP.)
li
WETLAND AREA = 553 SF
A
EXISTING 42" RCP
------------ ---------
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
5' MIN.
STREAM CROSSING S-143
NI TC
0
WOODS CROSSROADS RD.
a I I S.R. 1005
?I I
EOPj-\ ?I I
5' MIN.
RXW
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
5" MIN.
N.T.S.
0
o
WOODS CROSSROADS RD.
\ \?nA S.R. 1005
EOP \ \
\ \
5' MIN. 5' MIN.
_ N
WETLAND AREA = 131 SF
/
R
WETLAND FLAG (TYP.) -?
EXISTING PAVEMENT
EXISTING 30" RCP
- ----
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-166
N.T.S.
o0
WOODS CROSSROADS RD.
S.R. 1005
EOP ?o
S 5' MIN. _ ZL- 5' MIN.
JUTE MATTING (TYP.)
WETLAND AREA = 331 SF
PLAN VIEW
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
NTH
r rr rr r rr r r r r r r r? r ?r r r r r
00
\ \ WOODS CROSSROADS RD. S.R. 1005
\ \ moo.,
EOP \ \?oo
\ \
5' MIN. 5' MIN.
R;W

FENCE-/
WETLAND FLAG (TYP.) -?
I
PLAN VIEW
JUTE MATTING (TYP.)
EXISTING PAVEMENT
WETLAND AREA = 362 SF
dil"
EXISTING 36" RCP
5' MIN.
3' MIN.
20'
PVC PIPE D.I.P. WITH FIELD
LOK GASKET PIPE
f
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
Nl I
5' MIN.
IL
R/W
WETLAND FLAG (TYP.) -?
?VlC
EXISTING PAVEMENT
3'

JUTE MATTING (TYP.)
WETLAND AREA = 168 SF
EXISTING 24" RCP
5' MIN.
20' --? I 20' 3' MIN. ELD PVC PIPE LOK GASKET (PIPE TI.K GASKET IP PE PVC PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW
STREAM CROSSING S-178
N.T.S.
ul?
?\ o
\ \ o
BEASLEY RD. S.R. 1105
EOPi--\
i
5' MIN.
R/W
5' MIN.
,\Ii, \!?_\
JUTE MATTING (TYP.)
WETLAND AREA = 173 SF
WETLAND FLAG (TYP.) -?` L
PLAN VIEW
EXISTING PAVEMENT
EXISTING 30" RCP
- - - - --- - - - - - - - _ - - - - - - - - - - - -
5'
3' MIN. MIEN.
20' 20'
PVC PIPE LOK GASKET IP PE LDOK GASKET (PIPE PVC PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW
STREAM CROSSING S-181
3' MIN.
NI TC
I I o
I I a BEASLEY RD. S.R. 1105
_ III _
EOP I I M
I I
5' MIN. JUTE 5' MIN.
MATTING
(TYP.)
FENCE
R/W
j \-- ELECTRIC FENCE
WETLAND FLAG (TYP.)
WETLAND AREA = 180 SF
PLAN VIEW
-------- -------
3' MIN. 20' 5' MIN. 20' 3' MIN.
PVC PIPE D.I.P. WITH_ FIELD D.I.P. WITH FIELD PVC PIPE
LOK GASKT PIPE LOK GASKET PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW
STREAM CROSSING S-186
N.T.S.

D
EOPi-\
5' MIN.
R/W
FENCE
.dL
EXISTING PAVEMENT
5' MIN.
-JUTE MATTING (TYP.)
WETLAND AREA = 492 SF
PLAN VIEW ? 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
i I
?I I
?I I
?I I
I I
RAYNOR RD. S.R. 1106
STREAM CROSSING S-193
N.T.Q.
?r r r r r r r r r r r? ?r r r rr ?r ?r r? rr
n o0
I I RAYNOR RD. S.R. 1106
41 _ I IN _
I I?
EOP I I?
5' MIN. 5' MIN.
'kill
RXW
WETLAND FLAG (TYP.)
PLAN VIEW
a
EXISTING PAVEMENT

JUTE MATTING (TYP.)
WETLAND AREA = 999 SF
,!I-It
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-198
N T S
m
? O
MONTH
N
I I
NOAH RD. S.R. 1142 a
EDPII 01 1
N• I I 1
5' MIN.
24" RCP _
R/W
WETLAND FLAG (TYP.)
4
EXISTING PAVEMENT
5' MIN.
I ?
JUTE MATTING (TYP.)
w -
N WETLAND AREA = 678 SF
5' MIN.
3' MIN.
71,20'
PVC PIPE D.I.P. WITH FIELD
LOK GASKET PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW
A
EXISTING 30" RCP
TL 20' 3' MIN.
D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE
STREAM CROSSING S-210
N.T.S.

STRICKLANDS CROSSROADS RD.
Q- I I S.R. 1143
fp?? M
5' MIN. 5' MIN.
N;07MATTING (TYP.)
w
R/W WETLAND FLAG (TYP.)
WETLAND AREA = 108 SF
PLAN VIEW
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
3' MIN.
KI T S
w
U
n I I all STRICKLANDS CROSSROADS RD.
_ I I I S.R. 1143
EOP o f I o l i
II II
5' MIN. 5' MIN.
R/W?
WETLAND FLAG (TYP.)
JUTE MATTING (TYP.)

WETLAND AREA = 1248 SF

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
?- 20' 3' MIN.
D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE
J, L
STREAM CROSSING S-216
KI Tq
? O
ry NORTH
I I STRICKLANDS CROSSROADS RD.
CL
S.R. 1143
EOP ° I I
5' MIN. 5' MIN.
JUTE MATTING (TYP.)
RXW -? w FENCE
V) WETLAND AREA = 533 SF 61
WETLAND FLAG (TYP.)
PLAN VIEW
EXISTING 30" RCP
EXISTING PAVEMENT--\
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 T S
? o>
Of
STRICKLANDS CROSSROADS RD.
_ SR 1143
Oil
EOP 0°
1 II 1
5' MIN.
5' MIN.
JUTE MATTING (TYP.)
'I I w 11 i,
WETLAND FLAG (TYP.)
i Ln LI b
PLAN VIEW
EXISTING PAVEMENT
EXISTING 18" RCP
`- FENCE
WETLAND AREA = 102 SF
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
3' MIN.
N.T.S.

ADAMS RD.
SR 1174
EOP "?I I
5' MIN. 5' MIN.
JUTE MATTING (TYP.)
A VX X
?i
N FENCE
WETLAND FLAG (TYP.)
WETLAND AREA = 272 SF
PLAN VIEW
EXISTING PAVEMENT
/- EXISTING 30" RCP

3' MIN. 5rlN 3' IN.
20' --I 20'
PVC PIPE LOK GASKET PPE P. WITH FIELD PVC PIPE
GASKET PI PE
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW
STREAM CROSSING S-224
NJ Tq

a. I ADAMS RD. S.R. 1174
_ III _
III
NII
5' MIN. 5' MIN.
R JUTE MATTING (TYP.)
/
WETLAND FLAG (TYP.) N WETLAND AREA = 130 SF
EXISTING PAVEMENT
EXISTING 24" RCP
3' MIN. - 3' MIN.
20' S' MIN. 20'
PVC PIPE LDOK GASKET (PIPE LOK GASKETFIPIPE PVC PIPE
D.I.P. WITH FIELD -J
LOK GASKET PIPE
SECTION VIEW
STREAM CROSSING S-225
N.T S.
n
FIVE POINTS RD.
1 ` SR 1176
EOP 11 11?
5' MIN.
5' MIN.
WETLAND
FLAG (TYP.)

JUTE MATTING (TYP.)
I ? ?- FENCE
1 WETLAND AREA = 658 SF
EXISTING PAVEMENT
EXISTING 36" RCP
3' MIN. 20' 5' M 20' SIN.
-?? (--
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
NTS
N
NC 50
EOP
5' MIN.

- ?-
WETLAND FLAG (TYP.)
PLAN VIEW

3' MIN. 20, r-------- 20' 3' MIN.
LX/WITHET --------- ---
PVC PIPE LOK .GWI ET IPIPE FIELD PVC PIPE
D.I.P. WITH FIELD SECTION VIEW
LOK GASKET PIPE
STREAM CROSSING S-251
N.T.S.
a
w
N
I I I I
n I I I I THORNTON RD.
_ I I I I SR 1128
EOPt ? I I I I`oo
I II I
I I I I __ ____
5' MIN.
All
R/W
WETLAND FLAG (TYP.)
PLAN VIEW
5" MIN.
-JUTE MATTING (TYP.)
WETLAND AREA = 1330 SF
EXISTING PAVEMENT
EXISTING 60" CMP

-- - - - - - - . - - - - - - - - - - --
3' MIN. 20' 3' MIN.
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

STREAM CROSSING S-270
N.T.S.
0
F1 R R
REEDY PRONG CHURCH RD.
S.R. 1124
EOP
5' MIN. 5' MIN.
.JIL
R/W
WETLAND FLAG (TYP.)
EXISTING PAVEMENT

PLAN VIEW
- - - - - - - - - - -
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
--?JUTE MATTING (TYP.)
WETLAND AREA = 1326 SF
3 EXISTING 72" CMP

A
?--- 20'
D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE
3' MIN.
STREAM CROSSING S-273
N.T.S_
? o
a I I REEDY PRONG CHURCH RD
SR 1124
EOP'? co I I i
5' MIN. ? a / I I _ 5' MIN.
18_' CMP JUTE MATTING (TYP.)
R/W
WETLAND AREA = 433 SF
WETLAND FLAG (TYP.)
PLAN VIEW
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
v
REEDY PRONG CHURCH RD. SR 1124
EOP
5' MIN.
s
R/W
.IUL
WETLAND FLAG (TYP.)
Z
v
Q?
W
d'
H
N
5" MIN.
JUTE MATTING (TYP.)
WETLAND AREA = 2000 SF

----------- _----------
3' MIN. 3' MIN.
20' I---- 20'
PVC PIPE D.I.P. WITH FIELD D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE 5' MIN. LOK GASKET PIPE
D.I.P. WITH FIELD -? SECTION VIEW
LOK GASKET PIPE
STREAM CROSSING S-278
N.T.S.
Q ?
I
i
MORGAN RD.
S.R. 1211
EOP
5' MIN. 5' MIN.
I
9 Li - \\ 7JUTE MATTING (TYP.)
Lr-
R/W

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 LOK GASKET PIPE
D.I.P. WITH FIELD J
LOK GASKET PIPE
SECTION VIEW
STREAM CROSSING S-509
KI TC

N
tlALLEN'S CROSSROADS RD.
I / S.R. 1158
EOP
5' MIN. 5' MIN.
r
R//
--WETLAND FLAG (NP.)
EXISTING PAVEMENT
JUTE MATTING (TYP.)
WETLAND AREA = 809 SF
.AL
EXISTING 42" RCP
3' MIN. 3' MIN.
20' 5' MIN. 20' D. 1. PVC PIPE DOK GASKET (PIPE LOK GASKETFIPIPE PVC PIPE
D.I.P. WITH FIELD J
LOK GASKET PIPE
SECTION VIEW
STREAM CROSSING S-521
N.T.S.
n
1 1 MEADOWBROOK RD. S.R. 1136
?? 1 1
E07\ N 11
11_
5' MIN.
'Ll ? qM,---JUTE MATTING (TYP.)
R/W
WETLAND AREA = 259 SF
II III
WETLAND FLAG (TYP.)
PLAN VIEW
EXISTING PAVEMENT--\ r-- EXISTING 24" RCP
20 ' MI 20 3' MIN.
3' MIN. 5
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
5' MIN.
STREAM CROSSING S-543
N.T.S.
r r r r r ?r r rr rr rr r rr rr r r r r rr
N F- Haman
a
MEADOWBROOK RD.
_ I I SR 1136
EOPI 'O I I I
1 I I 1
MIN_
WETLAND FLAG (TYP.) -\
.,?L 01 A AI VIC\A/
5" MIN.
EXISTING PAVEMENT--\ /-- EXISTING 60" CMP
3' MIN. 3' MIN.
20' 5' MI 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-547
N.T.S.
R/W
WETLAND AREA = 538 SF
n
BAREFOOT RD. SR 1132
mac,//
EOP
5' MIN. 5' MIN.
WETLAND FLAG (TYP.) V
JUTE MATTING (TYP.)
RAW WETLAND AREA = 1008 SF
AL
PLAN VIEW
EXISTING PAVEMENT
EXISTING 36" RCP
A
- --
-------- ----- ------------
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
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW
T
3' MIN.
STREAM CROSSING S-570
N.T.S.

EDP
5' MIN.
R/W

5' MIN.
>
---JUTE MATTING (TYP.) ?Ill?
WETLAND AREA = 1357 SF
WETLAND FLAG (TYP.)
PLAN VIEW
EXISTING PAVEMENT- EXISTING 36" RCP
- - - - - - - - - - - - - - - , - - - - - - - - - - - - - - - - - - - -
3' MIN. 3' MIN.
20' I 20
5' PVC PIPE D.I.P. WITH FIELD WITH FIELD PVC PIPE
LOK GASKET PIPE GASKET PIPE
D.I.P. WITH FIELD --I
LOK GASKET PIPE SECTION VIEW
STREAM CROSSING S-578
I I
CL I I BAREFOOT RD. SR 1132
_ oaf
II
III
"' I I
I I
A
N.T.S.

N
EDP -?
5' MIN.
ELDRIDGE RD. SR 1122
9C>
5" MIN.
R/W
WETLAND FLAG (TYP.)
PLAN VIEW
\- JUTE MATTING (TYP.)
WETLAND AREA = 864 SF
.AL
I
3' MIN.
8 -
20'-? _------- -- Z/D61 20' 3' MIN.
P IPE D.I.P. WITH FIELD 5' MIN. ITH FIELD PVC PIPE
LOK GASKET PIPE SKET PIPE
D.I.P. WITH FIELD SECTION VIEW
LOK GASKET PIPE
STREAM CROSSING S-586
N.T.S.
C
a 1 1 HARPER HOUSE RD. S.R. 1008
EOP cv 1
5' MIN. 5' MIN.
JUTE MATTING (TYP.)
R/W
WETLAND AREA = 283 SF
WETLAND FLAG (TYP.)
EXISTING PAVEMENT ` 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.
a
w
c~n ? °
a l I I IHARPER HOUSE RD. S.R. 1008
EOP I I I
I I
5' MIN. 5' MIN.
`JUTE MATTING (TYP.)
R/W WETLAND AREA = 165 SF
WETLAND FLAG (TYP.)
PLAN VIEW
EXISTING PAVEMENT (2) EXISTING 42" RCP
3' MIN.
----------\
I
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
NTC,
F-1
I I
a ( I ALONZO RD.
_ I ( S.R. 11-31
EOPII ° I-I
_I I I 1
R/W -/
WETLAND FLAG (TYP.)
1L 2- AI A\I\/I-AI
EXISTING PAVEMENT-\ f- EXISTING 60" RCP
------------` / ------------
3' MIN. _!- 3' MIN.
20' 5' MIN. 20
PVC PIPE D.I.P. WITH FIELD
LOK GASKET PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW
.11L
JUTE MATTING (TYP.)
WETLAND AREA = 350 SF

D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE
STREAM CROSSING S-603

5' MIN. I I 5' MIN.
0
0
n

_
EOP a 1
X1
o I 1
1
I ALONZO RD. S.R. 1131
_
5' MIN. 5' MIN.
4ziK
JUTE MATTING (TYP.)
?
R/W

WETLAND FLAG (TYP.)
211- WETLAND AREA = 582 SF
EXISTING GRAVEL

EXISTING 30" RCP
3' MIN.
--
- - - - - - - - - -
3' MIN. 5' 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-604
NITS
o
R
`-- WETLAND FLAG (TYP.)
3' MIN.
WETLAND AREA = 1253 SF
20' -?) 5' MIN. ?--- 20' 3' MIN.
PVC PIPE LOK GASKET (PIPE LDOK GASKETFIPIPE PVC PIPE
D.I.P. WITH FIELD
LOK GASKET PIPE
SECTION VIEW
STREAM CROSSING S-611
KI TC
DWQ# Date Who Reviewed:
Plan Detail Incomplete
? Pl a ro ' ec
w
all stream impacts inc a ill slopes, dissipaters, and bank stabilization on the site plan.
Please show all wetland impacts including fill slopes on the site plan. { o b c,.? 0 -4e, i n?? 0.G 5 ?? 0. a b e,?
lease indicate all buffer impacts on the site plan. 5 Pr-eudshee.? i ocMO??.
? 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.
wra'locate all isolated or no isolated wetland streams d other waters of a State as overlay"s once site plan.
Pe pr vide cross section details showmg O provisions for aquatic life passage.
? Please locate any planned sewer lines on the site plan.
? 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
Mitigation
copies of the application, copies of the site plans and other supporting information.
? 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 2H .0500 and must be appropriate to the type of impacts proposed.
? Please indicate which 404 Permit the USACE would use to authorize this project.
}
431022
R
BankofAmerica. --
of South Carolina, N.A.
S&ME :...Columbia,. S.C, ?o?n'? CC
134 Suffer Road
Columbia, SC 29210
67-448
539
006040
B l 3 ti 3
[phone] ,/ ?
PAY TO ORDER OFE NJo&y4 ?.1'C1?-z;A+ ,400 Ngsi t-i ce- a g 1??
1,W w-M teVe:4ne Five *-rKz nw OLLARS
NOT kT, LID FOR AMOUNTS IN EXCESS OF $1,000.00
MEMO ul?e- muip 1 ` L V -T
11000604011' 1:0 5 3 90 448 31: 7D75506851I' `? ??/