20051355 Ver 1_Complete File_20050719

O?O? W A T ?9?G

O ? 'C
Michael F. Easley, Governor
DWQ Project # 20051355
Johnston County
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
September 22, 2005
Johnston County, Department of Public Utilities
309 E. Market Street
Smithfield, NC 27577
Subject Property: Little River Water District
Neuse River Basin
Approval of 401 Water Quality Certification with Additional Conditions
Dear Sir or Madam:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 2.464 acres (temporary) of wetlands and 510 feet (temporary) of streams for
the purpose of the installation of approximately 118 miles of water mains at the subject property, as
described within your application dated April 21, 2005 and received by the N.C. Division of Water
Quality (DWQ) on July 19, 2005 and all additional information submitted and received by the DWQ on
August 26, 2005. After reviewing your application, we have decided that the impacts are covered by
General Water Quality Certification Number(s) 3374 (GC3374). The Certification(s) allows you to use
Nationwide Permit(s) 12 when issued by the US Army Corps of Engineers (USACE). In addition, you
should obtain or otherwise comply with any other required federal, state or local permits before you go
ahead with your project including (but not limited to) Erosion and Sediment Control, Non-discharge, and
regulations. Also, this approval to proceed with your proposed impacts or to conduct impacts to
waters as depicted in your application shall expire upon expiration of the 404 or CAMA Permit.
This approval is for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application. If the property is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 2H .0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
Amount Approved nits Plan Location or Reference
Stream 510 (feet) Attachment, sheet 2 of 2
404 Wetlands 2.464 acres Attachment, sheet 1 of 2
401 OversighVExpress Review Permits Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Plane: 919-733-1786/ FAX 919-733-M3/ Internet: http://h2o.enr.state.nc.us/ncwetlands
Alan W. Klimek, P.E. Director
Division of Water Quality
None Carolina
Naturally
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/l0% Post Consumer Paper
Johnston County
Page 2 of 3
9/22/05
2. Erosion & Sediment Control Practices
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.
3. Protective Fencing
The outside buffer, wetland or water boundary and along the construction corridor within these
boundaries approved under this authorization shall be clearly marked with orange warning
fencing (or similar high visibility material) for the areas that have been approved to infringe
within the buffer, wetland or water prior to any land disturbing activities to ensure compliance
with 15A NCAC 213.0233 and GC 3374.
4. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond
the footprint of the impacts depicted in the Pre-Construction Notification. All construction
activities, including the design, installation, operation, and maintenance of sediment and erosion
control Best Management Practices, shall be performed so that no violations of state water quality
standards, statutes, or rules occur.
5. No Sediment & Erosion Control Measures w/n Wetlands or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum
extent practicable. If placement of sediment and erosion control devices in wetlands and waters
is unavoidable, they shall be removed and the natural grade restored within six months of the date
that the Division of Land Resources has released the project.
6. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401 Oversight/Express Review Permitting Unit, North Carolina
Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification shall expire upon
expiration of the 404 or CAMA Permit.
Johnston County
Page 3 of 3
9/22/05
If you do not accept any of the conditions of this Certification (associated with the approved wetland or
stream impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that
you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of
the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a
hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone Cyndi Karoly or Ian McMillan in the Central Office in
Raleigh at 919-733-1786 or Mike Horan in the DWQ Raleigh Regional Office at 919-791-4200.
Sincerely,
0 Alan W. Klimek, P.E.
AWK/dae
Enclosures: GC 3374
Certificate of Completion
cc: Charles C. Oates, Jr.-S&ME, Inc., 231 Labonte Street, Conway, SC 29526
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Filename: 200513 55LittleRiverWater(Johnston)401

S&ME
August 19, 2005
p5- 13"; 5
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, North Carolina 27699-1650 u ? ? ?
Attention: Ian McMillan D
D
Reference: Nationwide Permit No. 12 AUG 2 6 2005
Little River Water District Project IDENR TTER QUALITY
Johnston County, North Carolina
S&ME Project No. 1633-05-140
Dear Mr. McMillan:
As requested in your letter dated July 27, 2005, please find the revised maps depicting the existing
shoulder of the roads and Zone 1 temporary impacts and the spread sheet depicting temporary
wetland impacts.
Thank you for your assistance with this project, if you have any questions or require additional
information please do not hesitate to call at [phone] (cell) or [phone] (office).
Respectfully,
S&ME, Inc.

Charles C. Oates, Jr.
Natural Resources Project Manager
CC: USACE
S&ME, Inc. [phone]
231 Labonte Street [phone] fax
Conway, South Carolina 29526
Little River Water District Project - Johnston County, North Carolina
2. Individually list wetland Impacts below:
Netland Impact Site Num be Type of Impact Area of Impact (a
r
)
c
es
Lo cated within 100-year Floodola ln Distance to neatest-Stream (linear fe et! Type of Wetland
CS 1002 Temporary (Excavation and backfill) 0 Yes Adjacent to stream Wooded, Seasonally Saturated
CS 1003 Temporary (Excavation and backfill) 0 Yes Adjacent to stream Wooded, Seasonally Saturated
CS 1011 Temporary (Excavation and backrill) 0.022 Yes Adjacent to stream Wooded, Seasonally Saturated
CS 1027 Temporary (Excavation and backfill) 0.132 Yes Adjacent to stream Wooded, Seasonally Saturated
CS 1043 Temporary (Excavation and backfill) 0.033 Yes Adjacent to stream Wooded, Seasonally Saturated
CS 1047 Temporary (Excavation and backfill) 0.018 Yes Adjacent to stream Wooded, Seasonally Saturated
CS 1225 Temporary (Excavation and backfill) 0.039 Yes Adjacent to stream Wooded, Seasonally Saturated
CS 1238 Temporary (Excavation and backfill) 0 Yes Adjacent to stream Wooded, Seasonally Saturated
CS 1239 Temporary (Excavation and backfill) 0.007 Yes Adjacent to stream Wooded, Seasonally Saturated
CS 1111 Temporary (Excavation and backfill) 0.095 Yes Adjacent to stream Wooded, Seasonally Saturated
CS 1104 Temporary (Excavation and backfill) 0.073 Yes Adjacent to stream Wooded, Seasonally Saturated
CS 1094 Temporary (Excavation and backfill) 0.057 Yes Adjacent to stream Wooded, Seasonally Saturated
CS 1136 Temporary (Excavation and backfill) 0.056 Yes Adjacent to stream Wooded, Seasonally Saturated
CS 1138 Temporary (Excavation and backfill) 0.017 Yes Adjacent to stream Wooded, Seasonally Saturated
CS 1141 Temporary (Excavation and backfill) 0.062 Yes Adjacent to stream Wooded, Seasonally Saturated
CS 1143 Temporary (Excavation and backfill) 0.016 Yes Adjacent to stream Wooded, Seasonally Saturated
CS 1149 Temporary (Excavation and backfill) 0.052 Yes Adjacent to stream Wooded, Seasonally Saturated
CS 1154 Temporary (Excavation and backfill) 0.112 Yes Adjacent to stream Wooded, Seasonally Saturated
CS 1160 Temporary (Excavation and backfill) 0.019 Yes Adjacent to stream Wooded, Seasonally Saturated
CS 1313 Temporary (Excavation and backfill) 0.08 Yes Adjacent to stream Wooded, Seasonally Saturated
CS 1293 Temporary (Excavation and backfill) 0.079 Yes Adjacent to stream Wooded, Seasonally Saturated
CS 1262 Temporary (Excavation and backfill) 0.079 Yes Adjacent to stream Wooded, Seasonally Saturated
CS 1255 Temporary (Excavation and backfill) 0.029 Yes Adjacent to stream Wooded, Seasonally Saturated
CS 1209 Temporary (Excavation and backfill) 0.104 Yes Adjacent to stream Wooded, Seasonally Saturated
CS 1212 Temporary (Excavation and backfill) 0.064 Yes Adjacent to stream Wooded, Seasonally Saturated
CS 1085 Temporary (Excavation and backfill) 0.05 Yes Adjacent to stream Wooded, Seasonally Saturated
CS 1063
CS 1231 Temporary (Excavation and backfill) 0.013 Yes Adjacent to stream Wooded, Seasonally Saturated

CS 1 Temporary (Excavation and backfill) 0.188 Yes Adjacent to stream Wooded, Seasonally Saturated
126 Temporary (Excavation and backfill) 0 Yes Adjacent to stream Wooded, Seasonally Saturated
CS 1193 Temporary (Excavation and backfill) 0.02 Yes Adjacent to stream Wooded, Seasonally Saturated
CS 1273 Temporary (Excavation and backfill) 0.053 Yes Adjacent to stream Wooded, Seasonally Saturated
CS 1285 Temporary (Excavation and backfill) 0.025 Yes Adjacent to stream Wooded, Seasonally Saturated
CS 1164 Temporary (Excavation and backfill) 0 Yes Adjacent to stream Wooded, Seasonally Saturated
CS 1173 Temporary (Excavation and backfill) 0 Yes Adjacent to stream Wooded, Seasonally Saturated
CS 1319 Temporary (Excavation and backfill) 0.053 Yes Adjacent to stream Wooded, Seasonally Saturated
CS 2122 Temporary (Excavation and backfill) 0 Yes Adjacent to stream Wooded, Seasonally Saturated
CS 2089 Temporary (Excavation and backfill) 0.06 Yes Adjacent to stream Wooded, Seasonally Saturated
CS #A Temporary (Excavation and backfill) 0 Yes Adjacent to stream Wooded, Seasonally Saturated
CS 2055 Temporary (Excavation and backfill) 0 Yes Adjacent to stream Wooded, Seasonally Saturated
CS2054 Temporary (Excavation and backfill) 0.031 Yes Adjacent to stream Wooded, Seasonally Saturated
CS 2045 Temporary (Excavation and backfill) 0.1 Yes Adjacent to stream Wooded, Seasonally Saturated
CS 2041 Temporary (Excavation and backfill) 0.057 Yes Adjacent to stream Wooded, Seasonally Saturated
CS 2068 Temporary (Excavation and backfill) 0.03 Yes Adjacent to stream Wooded, Seasonally Saturated
CS 1226 Temporary (Excavation and backfill) 0.165 Yes Adjacent to stream Wooded, Seasonally Saturated
CS 1240 Temporary (Excavation and backfill) 0.046 Yes Adjacent to stream Wooded, Seasonally Saturated
CS 1241 Temporary (Excavation and backfill) 0.057 Yes Adjacent to stream Wooded, Seasonally Saturated
CS 1253 Temporary (Excavation and backfill) 0.092 Yes Adjacent to stream Wooded, Seasonally Saturated
CS 1254 Temporary (Excavation and backfill) 0.101 Yes Adjacent to stream Wooded, Seasonally Saturated
CS 2025 Temporary (Excavation and backfill) 0.039 Yes Adjacent to stream Wooded, Seasonally Saturated
CS 2147 Temporary (Excavation and backfill) 0.023 Yes Adjacent to stream Wooded, Seasonally Saturated
CS 2165 Temporary (Excavation and backfill) 0.016 Yes Adjacent to stream Wooded, Seasonally Saturated
TOTAL 2.464
Pape t of 2
3. Individually list all Intermittent and perennial stream Impacts:
Average Width of Stream
Stream Impact Site No. Tyne of Impact Lenoth of Impact (linear feet) Stream Name' Before Impact (feet) Perennial or Intermittent
CS 1002 Temporary (Excavation and backfill) 10 Little River 40 Perennial
CS 1003 Temporary (Excavation and backfill) 10 UN Tributary to Little River 10 Intermittent
CS 1011 Temporary (Excavation and backfill) 10 UN Tributary to Little River 20 Intermittent
CS 1027 Temporary (Excavation and backfill) 10 UN Tributary to Little Buffalo 10 Intermittent
CS 1043 Temporary (Excavation and backfill) 10 UN Tributary to Little Buffalo 5 Intermittent
CS 1047 Temporary (Excavation and backfill) 10 UN Tributary to Little Buffalo 10 Intermittent
CS 1225 Temporary (Excavation and backfill) 10 UN Tributary to Little Buffalo 5 Intermittent
CS 1238 Temporary (Excavation and backfill) 10 UN Tributary to Little Buffalo 5 Intermittent
CS 1239 Temporary (Excavation and backfill) 10 UN Tributary to Little Buffalo 5 Intermittent
CS 1111 Temporary (Excavation and backfill) 10 UN Tributary to Little River 10 Intermittent
CS 1104 Temporary (Excavation and backfill) 10 UN Tributary to Little River 10 Intermittent
CS 1094 Temporary (Excavation and backfill) 10 UN Tributary to Little River 5 Intermittent
CS 1136 Temporary (Excavation and backfill) 10 UN Tributary to Little River 10 Intermittent
CS 1138 Temporary (Excavation and backfill) 10 UN Tributary to Little River 10 Intermittent
CS 1141 Temporary (Excavation and backfill) 10 UN Tributary to Little River 10 Intermittent
CS 1143 Temporary (Excavation and backfill) 10 UN Tributary to Little River 10 Intermittent
CS 1149 Temporary (Excavation and backfill) 10 UN Tributary to Little River 15 Intermittent
CS 1154 Temporary (Excavation and backflll) 10 Little River 40 Perennial
CS 1160 Temporary (Excavation and backfill) 10 UN Tributary to Buffalo Creek 5 Intermittent
CS 1313 Temporary (Excavation and backfill) 10 Little Creek 10 Perennial
CS 1293 Temporary (Excavation and backfill) 10 Little River 40 Perennial
CS 1262 Temporary (Excavation and backfill) 10 Little Buffalo 40 Perennial
CS 1255 Temporary (Excavation and backfill) 10 UN Tributary to Little Buffalo 10 Intermittent
CS 1209 Temporary (Excavation and backfill) 10 UN Tributary to Little River 10 Intermittent
CS 1212 Temporary (Excavation and backfill) 10 UN Tributary to Little Buffalo 10 Intermittent
CS 1085 Temporary (Excavation and backfill) 10 UN Tributary to Little Buffalo 10 Intermittent
CS 1063 Temporary (Excavation and backfill) 10 UN Tributary to Little Creek 10 Intermittent
CS 1231 Temporary (Excavation and backfill) 10 Little Buffalo 30 Perennial
CS 1126 Temporary (Excavation and backfill) 10 UN Tributary to Little Buffalo 10 Intermittent
CS 1193 Temporary (Excavation and backfill) 10 UN Tributary to Little River 5 Intermittent
CS 1273 Temporary (Excavation and backfill) 10 UN Tributary to Little River 5 Intermittent
CS 1285 Temporary (Excavation and backfill) 10 UN Tributary to Little River 5 Intermittent
CS 1164 Temporary (Excavation and backfill) 10 Buffalo Creek 40 Perennial
CS 1173 Temporary (Excavation and backfill) 10 Little River 40 Perennial
CS 1319 Temporary (Excavation and backfill) 10 Little Creek 15 Perennial
CS 2122 Temporary (Excavation and backrill) 10 Little Creek 40 Perennial
CS 2089 Temporary (Excavation and backfill) 10 Stocking Branch 15 Perennial
CS #A Temporary (Excavation and backfill) 10 UN Tributary to Mocassin Creek 10 Intermittent
CS 2055 Temporary (Excavation and backfill) 10 UN Tributary to Mocassin Creek 10 Intermittent
CS2054 Temporary (Excavation and backfill) 10 UN Tributary to Mocassin Creek 10 Intermittent
CS 2045 Temporary (Excavation and backfill) 10 Little Creek 40 Perennial
CS 2041 Temporary (Excavation and backfill) 10 UN Tributary to Little Creek 10 intermittent
CS 2068 Temporary (Excavation and backfill) 10 UN Tributary to Mocassin Creek 5 Intermittent
CS 1226 Temporary (Excavation and backfill) 10 Buffalo Creek 40 Perennial
CS 1240 Temporary (Excavation and backfill) 10 Little Buffalo 40 Perennial
CS 1241 Temporary (Excavation and backfill) 10 UN Tributary to Little Buffalo 10 Intermittent
CS 1253 Temporary (Excavation and backfill) 10 Little Buffalo 40 Perennial
CS 1254 Temporary (Excavation and backfill) 10 Little Buffalo 40 Perennial
CS 2025 Temporary (Excavation and backfill) 10 Little River 40 Perennial
CS 2147 Temporary (Excavation and backfill) 10 Little Creek 15 Perennial
CS 2165 Temporary (Excavation and backfill) 10 Little Creek 20 Perennial
TOTAL 510
910
Paps 2 of 2
JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WATERLINE
NOT TO SCALE
CS: 305A ,??,'Yr zz
CS :#A cpOZ
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PINE LEVEL ROAD -° °_ (S.R. 1927)
1
5' MIN.
APPROX. EXISTING
5' MIN. FROM HEAD WALL MAINTAINED SHOULDER
PLAN VIEW
TEMP. ZONE 1 IMPACT = 0.0036 ACRE (155.6 SQ. FT.)
EXISTING PAVEMENT
3' MIN. COVER 3' MIN. COVER
zl? IN HEAD ^WALL PV APPROX.O.IP. WITH IPE
PIPE
0 LO' GASKET
5' MIN. COVER
HARNESS RESTRAINT (TYP.)
D.I.P. WITH FIELD
LOK GASKET PIPE
POTENTIAL HABITAT FOR
ENDANGERED MUSSEL
IDENTIFIED IN JUNE 13, 2005 PROFILE VIEW
REPORT PREPARED BY S&ME.
JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WATERLINE
NOT TO SCALE'
CS : 5A '?'
CS: 1002 /
DIRECTIONAL BORE
N rN
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W W
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ZIP WI= ZIP ZIP
Im Zlm Im Im
I I I 1
HWY 42
(BRIDGE)
5' MIN.
d r,
APPROX. EXISTING
MAINTAINED SHOULDER
WETLAND FLAG, TYP.
PLAN VIEW
TEMP. ZONE 1 IMPACT = 0.0042 ACRE (183.2 SQ. FT.)
EXISTING PAVEMENT
3' MIN. + 3' MIN.
BRIDGE
ONE 20' JOINT
ONE 20' JOINT 10 OF DIP
oF-olEW 0?0 25, ?
F NEw HDPE APPROX. ?O NEW HDPE
PVC PIPE V PVC PIPE
EXISTING
5' MIN.
DEPTH OF WATER @ SURVEY 4.0'
NEW HDPE
PROFILE VIEW
F-1
JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WATERLINE
NOT TO SCALE
CS :5A
CS :1003
GQ
HWY 42
titK
5' MIN.
5' MIN. FROM END PIPE APPROX. EXISTING
MAINTAINED SHOULDER
TEMP. ZONE 1 IMPACT = 0.006 ACRE (260 SQ. FT.)
PLAN VIEW
EXISTING PAVEMENT
3' MIN. COVER + 3' MIN. COVER
O
RCP OJT
TPIPED.I.P. '9A,p 24" G? ??•
PVWITH FIELD 4. APPROX. O.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE LOK GASKET PIPE
5' MIN. COVER
HARNESS RESTRAINT (TYP.)
D.I.P. WITH FIELD
LOK GASKET PIPE
POTENTIAL HABITAT FOR PROFILE VIEW
ENDANGERED MUSSEL
IDENTIFIED IN JUNE 13, 2005
REPORT PREPARED BY S&ME.
JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WATERLINE
NOT TO SCALE
CS :0761
CS :1011 3
N
/tti
(IV
- ? /J /j
A- 0"
HWY 42 / U
0}
o
MIN.
alr' alr
APPROX. EXISTING
MAINTAINED SHOULDER
5' MIN. FROM HEAD WALL WETLAND FLAG, TYP.
PLAN VIEW
WETLAND AREA = 0.022 ACRE (940 SQ. FT.)
TEMP. ZONE 1 IMPACT = 0.0012 ACRE (50.9 SQ. FT.)
EXISTING PAVEMENT
3' MIN. COVER + 3' MIN. COVER
2 BOX CULVERTS /;LDOIk' 8'x7' ?p•V
PIPE D.LPMATH FIELD P0 A D X'\?G THFIELD PVC PIPE
LOK GASKET PIPE _.L\? KET PIPE
5' MIN. COVER
TH OF WATER ® SURVEY 1.5'
D.I.P. WITH FIELD
LOK GASKET PIPE
POTENTIAL HABITAT FOR
ENDANGERED MUSSEL
IDENTIFIED IN JUNE 13, 2005 PROFILE VIEW
REPORT PREPARED BY S&ME.
ARNESS RESTRAINT (TYP.
F--
JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WATERLINE
NOT TO SCALE
CS :1213
CS :1027

N\
5
s
N
I
z
v
i
Ir. MAINTAINED SHOULDER Ir I? 40 LF --?Y
PLAN VIEW
WETLAND FLAG, TYP.
WETLAND AREA = 0.132 ACRE (5,750 SQ. FT.)
TEMP. ZONE 1 IMPACT = 0.0011 ACRE (47.1 SQ. FT.)
3' MIN. COVER 3' MIN. COVER
1 BOX CULVERT ?O
1 6'X7'
20'? ,9AO?P 13' V G ?20.
PVC PIPE D.I.P. WITH FIELD Of APPROX D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE LOK GASKET PIPE
5' MIN. COVER
D.I.P. WITH FIELD
LOK GASKET PIPE

PROFILE VIEW
?l I
JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WATERLINE
NOT TO SCALE
CS :186
CS :1043

?p\ -
?OF`
?p \ ?\
0?\c4-

HWY 222

r?
i
•1!1 24" RCP
RCP 5' MIN. FROM END PIPE 'I'•
PLAN VIEW APPROX. EXISTING
MAINTAINED SHOULDER
WETLAND FLAG, TYP.
WETLAND AREA = 0.033 ACRE (1,450 SQ. FT.)
TEMP. ZONE 1 IMPACT = 0.0021 ACRE (92.6 SQ. FT.)
EXISTING PAVEMENT
l 3' MIN. COVER ! 3' MIN. COVER
zo'-I 'OOH 8. 36" RCP
PVC PIPE D.I.P. I(W TH FIELD X47 APPROX.
LOK GASKET PIPE
5' MIN. COVER
D.I.P. WITH FIELD
LOK GASKET PIPE
WITH_FIELDI PVC
NESS RES
PROFILE VIEW

JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WATERLINE
NOT TO SCALE
CS :21A
CS :1047
a? I
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5' MIN.
I
mlc
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olm
ml?
tJl;?7
r?
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N
all.
5' MIN. FROM END PIPE
APPROX. EXISTING
PLAN VIEW MAINTAINED SHOULDER
WETLAND FLAG, TYP.
WETLAND AREA = 0.018 ACRE (790 SQ. FT.)
TEMP. ZONE 1 IMPACT = 0.0011 ACRE (50.0 SQ. FT.)
3' MIN. COVER
3' MIN. COVER
J,O
?O
m•? 9?O,o? 8' RCP 36" RCP 36" GG
PVC PIPE D.I.P. WITH FIELD ?f APPROX. p.I.P. VnTH FIELD PVC PIPE
LOK GASKET PIPE I '•?+?? LOK GASKET PIPE
tj 5' MIN. COVER
DEPTH OF WATER ®SURVEY 1.5'
HARNESS RESTRAINT (TYP.)
D.I.P. WITH FIELD
LOK GASKET PIPE
PROFILE VIEW

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5' MIN.
JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WATERLINE
NOT TO SCALE
CS :1256
CS :1063 1 1
ZELMA ROAD
APPROX. EXISTING
MAINTAINED SHOULDER
WETLAND FLAG, TYP.
WIRE FENCE
WETLAND AREA = 0.013 ACRE (580 SO. FT.)
TEMP. ZONE 1 IMPACT = 0.0066 ACRE (287.7 SO. FT.)
PLAN VIEW
3' MIN. COVER f j 3' MIN. COVER
?O
aJ
-20 qAO? 8 2 -36' RCP GV?
D.I.P. WITH FIELD O' APPROX.
LOK GASKET PIPE I
5' MIN. COVER F?
PTH OF WATER 0 SURVEY 1.5'
D.I.P. WITH FIELD
LOK GASKET PIPE
(S.R. 2156)
ARNESS RESTRAINT (TYP.
PROFILE VIEW
F----
JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WATERLINE
NOT TO SCALE
CS :114A
CS :1085 '
DIRECTIONAL BORE -?Z ucxsrrc - 200
I I cIl I
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JERUSALEM CHURCH ROAD N (S.R. 2151)
cn
n o
D
r
n
5' MIN. 0
i r.
LAPPROX. EXISTING ' WETLAND FLAG, TYP.
MAINTAINED SHOULDER
WETLAND AREA = 0.050 ACRE (2,180 SQ. FT.)
PLAN VIEW
XISTING PAVEMENT
3' MIN. COVER
ONE 20' JOINT
OF ?NEW ? HOPE
PVC PIPE
2-50"
TICAL CMP
5' MIN. C
NEW HOPE
PROFILE VIEW
3' MIN. COVER
J?O
G?0 ONE JOINT
Dip
NEW HOPE I 2p PVC PIPE
JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WATERLINE
NOT TO SCALE
CS :39
CS :1094

N
1

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Z
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1 1 1 1
1 1 1 1

n 0i:
JUNIOR ROAD
(S.R. 2153)
5' MIN.
q• p
9 APPROX. EXISTING Ir.
MAINTAINED SHOULDER
WETLAND FLAG, TYP.
WETLAND AREA = 0.057 ACRE (2,500 SQ. FT.)
T EMP. ZONE 1 IMPACT = 0.0023 ACRE (102.0 SQ. FT.)
PLAN VIEW
EXISTING PAVEMENT
3' MIN. COVER + 3' MIN. COVER
J?O
O
BOO

P RCP '°
G
M
Q
PVC PIPE D.I.P. WITH FIELD APPROX. D.I.P. WATT
ELD PVC PIPE
LOK GASKET PIPE LOK CASKET PIPE
5' MIN. COVER
HARNESS RESTRAINT (TYP.)
D.I.P. WITH FIELD
LOK CASKET PIPE
PROFILE VIEW
11 -
JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WATERLINE
NOT TO SCALE
CS :35B
CS :1104
3
N-
m
c,z co
clz ? co:
clz C

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ri
D
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mom
701(n
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?
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mi ?i
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1
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K
CREECH CHURCH ROAD ° (S.R. 2117)
CD
0
5' MIN. I
WETLAND FLAG, TYP.--=t
5' MIN. FROM END PIPE
APPROX. EXISTING
MAINTAINED SHOULDER
WETLAND AREA = 0.073 ACRE (3,200 SO. FT.)
TEMP. ZONE 1 IMPACT = 0.0008 ACRE (35.0 SO. FT.)
PLAN VIEW
EXISTING PA
3' MIN. COVER
PVC PIPE D.I.P. WITH FIELD
LOK GASKET PIPE
CMP 60"
7.5' ?...? 1
APP ROX.
5' MIN. COVER
D.I.P. WITH FIELD J
LOK GASKET PIPE
PROFILE VIEW
3' MIN. COVER
;DI.P. .WITH FIELD PVC PIPE
K CASKET PIPE
HARNESS RESTRAINT (TYP.)
?a
'N
I
cl?
W I W
>I0
E r'q
W I
DID
W ID
zIm
JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WATERLINE
NOT TO SCALE
CS:32A
CS:1111
I
1
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jI0
SIN
WIC
cnlL'?Lj
mILL-
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?Io

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W
W
Zin L
i
ZIP
W
Im Im
O
CREECH CHURCH ROAD (0 (S.R. 2117)
MIN.
Ir,
APPROX. EXISTING
MAINTAINED SHOULDER
WETLAND FLAG, TYP.
3' MIN. COVER 3' MIN. COVER
2 60" CMP p
W HEAD
-? qAp V? I
D.I.P. WITH FIELD ?0-I' APPROX. D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE !\? LOK GASKET PIPE
5' MIN. COVER
D.I.P. WITH FIELD
LOK GASKET PIPE
5' MIN. FROM HEAD WALL
PLAN VIEW
WETLAND AREA = 0.095 ACRE (4,150 SQ. FT.)
TEMP. ZONE 1 IMPACT = 0.0022 ACRE (95.7 SQ. FT.)
HARNESS RESTRAINT (TYP.)
PROFILE VIEW

JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WATERLINE
NOT TO SCALE
CS :104A
CS :1126
I
IN
wIW I
I.-
wIw
I-
Lau?Iw

Flo IZ
Of lo _>Iz
crlNo
Li I w
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W IIWi
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IC
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ISO
?m
I
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00
OLD BEULAH ROAD (S.R. 1934)
N ?
5' MIN. FROM END PIPE \
zoos
-'7, w,,cdcnc -
IN
ml
>IZ
frlo
WIN
NIA
W I?
zI:
. Im
-APPROX. EXISTING
MAINTAINED SHOULDER
PLAN VIEW
TEMP. ZONE 1 IMPACT = 0.0028 ACRE (122.7 SO. FT.)
x
EXISTING PAVEMENT
3' MIN. COVER 3' MIN. COVER
J?O
I 2-48"
20' RCP
APPROX. D.I.P. WITH FiELO PVC PIPE
PVC PIPE D.I.P. IWITH FIELD ?Of \
LOK GASKET PIPE LOK GASKET PIPE
5' MIN. COVER
DEPTH OF WATER ®SURVEY 1.0
HARNESS RESTRAINT (TYP.)
D.I.P. WITH FIELD
LOK GASKET PIPE
JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WATERLINE ?'??
NOT TO SCALE
CS:40A 1?
CS:1136 ?p2
CI °DI Col
clz
-Ic rri MIc qlC -nnlc
?IrNn ?Im 70 Im 70Im
I ? NI
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NI ?I ? fl NI
1 I I I
? I I I
? N
OHf ?
OLD BEULAH ROAD cl (S.R. 1934)
5 MIN.
ah.
5' MIN. FROM HEAD WALL APPROX. EXISTING
MAINTAINED SHOULDER
PLAN VIEW
WETLAND FLAG, TYP.
WETLAND AREA = 0.056 ACRE (2,450 SQ. FT.)
TEMP. ZONE 1 IMPACT = 0.0022 ACRE (95.9 SQ. FT.)
EXISTING PAVEMENT
3' MIN. COVER + 3' MIN. COVER
2-48'
20.? qAA RCP G? 201-
PVC PIPE D.I,P. WITH FIELD APPROX. D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE LOK GASKET PIPE
5' MIN. COVER
HARNESS RESTRAINT (TYP.)
D.I.P. WITH FIELD
LOK GASKET PIPE
PROFILE VIEW
JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WATERLINE
NOT TO SCALE
CS :40B
CS :1138 sow _ ousHOrn
1

clz I

cl I z I
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cl z

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lz
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m
C mIm mIm
C: ,AIM
c:
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XIm
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OIm NIA
lm
m l? m I;u7 O
m l;u rrl I x
NI
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OLD BEULAH ROAD ? N (S.R. 1934)
D cn
I I -APPROX. EXISTING fWALL MAIN
TAINED SHOULDER
5' MIN. FROM HEAD PLAN VIEW WETLAND FLAG, TYP.
WETLAND AREA = 0.017 ACRE (750 SQ. FT.)
TEMP. ZONE 1 IMPACT = 0.0007 ACRE (32.6 SQ. FT.)
EXISTING PAVEMENT
3' MIN. COVER 3' MIN. COVER
O
2-54" OJT
20 qAO RCP V? -2V
E D.I.P. WITH FIELD ?0? APPROX. O.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE LOK GASKET PIPE
5' MIN. COVER
H OF WATER ®SURVEY 1.5'
HARNESS RESTRAINT (TYP.)
D.I.P. WITH FIELD
LOK GASKET PIPE
PROFILE VIEW
I. I
JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WATERLINE
NOT TO SCALE
CS :43A,
CS :1141
I
?N
Cr

iW
BIZ Cif

IW
Z w
I
of W
WS
X10
? 1
WIz L, i
X10
Lei ? E-N N Cl ? N

WILY
?i
W11 ?
m I
LW
W I
LIIi?
W
m I L? W
Lu I LE :IL
i
W i Li- Oil
W I LL-
ZIP

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I z?1)

m
Z1)

C7]
M M I I I I 1

O (L
rl) U
1- 1 rI) I [if (S.R. 1934)
OLD BEULAH ROAD
Ir.
APPROX. EXISTING
5' MIN. FROM HEAD WALL MAINTAINED SHOULDER
PLAN VIEW WETLAND FLAG, TYP.
EXISTING PAVEMENT
3' MIN. COVER j 3' MIN. COVER
WETLAND AREA = 0.062 ACRE (2,700 S0. FT.)
TEMP. ZONE 1 IMPACT = 0.0006 ACRE (27.2 SQ. FT.)
rl? 5' MIN. COVER
J?O
?O
q'O.o 3-30"
WITH FIELD APPROX.i--... RC P D.I.P. w
GASKET PIPE LOK CAS.
HARNESS RESTRAINT
D.I.P. 1NTH FIELD
lOK GASKET PIPE
5' MIN.
PROFILE VIEW
JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WATERLINE
NOT TO SCALE
CS:43B
CSA 143
Np?
7
I I I I ??
? IN ?I^ mI^ o'IN
Lj ILLJ LL'Iz LLIZ wIw
to ctf w mlo Flo
I IN
IN I (if
wI cw1of I- NIo- NIO'
AIL ?I? N Z)IL
ZI-D ZIP w ZID Zh
Im Im Im Im
OLD BEULAH ROAD 0- 0
In (S.R. 1934)
Of I
5' MIN.
APPROX. EXISTING
MAINTAINED SHOULDER
5' MIN. FROM END PIPE
WETLAND FLAG, TYP.
PLAN VIEW
WETLAND AREA = 0.016 ACRE (680 SQ. FT.)
TEMP. ZONE 1 IMPACT = 0.0009 ACRE (37.6 SQ. FT.)
EXISTING PAVEMENT
3' MIN. COVER + 3' MIN. COVER
?O
p'd qAA 3-30"
PVC PIPE D.I.P. WITH FIELD ?-I APPROX./ RCP `\?G D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE ( j ?? ?? LOK GASKET PIPE
5' MIN. COVER
DEPTH OF WATER ® SURVEY 2'
? "", HARNESS RESTRAINT (TYP.)
D.I.P. WITH FIELD
LOK GASKET PIPE
PROFILE VIEW
JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WATERLINE
NOT TO SCALE
CS :46A
CS :1149
woo - OLUyoYX 1
1 I 1 I
Icv I? Ir Icv
?Iw ?I cif?I ?I
>I0 >Iz >1z >Iz
EI° E2I° FKlo
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wl? W LA- wL uj
V) Lj-
zl? ZID
zh zlZ)
Im Im im Im
I I I 1
00
OLD BEULAH ROAD (S.R. 1934)
5' MIN.
,I,• WETLAND FLAG, TYP.-\
5' MIN. FROM 7ENDPIPE
APPROX. EXISTING .,Ir.
PLAN VIEW MAINTAINED SHOULDER
WETLAND AREA = 0.052 ACRE (2,250 SQ. FT.)
TEMP. ZONE 1 IMPACT = 0.0013 ACRE (56.6 SQ. FT.)
EXISTING PAVEMENT
3' MIN. COVER + 3' MIN. COVER
J
m? AAA RCP w m
GAO
PVC PIPE D.I.P. 1NTH FIELD APPRO D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE ?J C LOK GASKET PIPE
5' MIN. COVER
DEPTH OF WATER ®SURVEY 2.0'
HARNESS RESTRAINT (TYP.)
D.I.P. WITH FIELD
LOK GASKET PIPE
PROFILE VIEW
JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WATERLINE
NOT TO SCALE
CS :49A
CS :1154
DIRECTIONAL BORE
,
c ?z mc ?z m
ell ? ? z
m C K mCA me
%vif?Tl ;o: (A .o Fri ;;up
I

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p:<
Ni:U
Or-

m
N
OF
F
zm
z
m
m
mim '.1 m
id
Nr ?i

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r
r r
OLD BE LAH ROAD (S. R. 1934)
(BR DGE)
5' MIN.
All, RIP RAP
alr,
APPROX. EXISTING
MAINTAINED SHOULDER
WETLAND FLAG, TYP.
PLAN VIEW
WETLAND AREA = 0.112 ACRE (4,900 SQ. FT.)
TEMP. ZONE 1 IMPACT = 0.0045 ACRE (194.7 SQ. FT.)
EXISTING PAVEMENT
3' MIN. COVER
ONE 20' JOINT
OF DIP
to'
NEw HDPE
PVC PIPE
WATER 0 SURVEY 5'
NEW HDPE
PROFILE VIEW
3' MIN. COVER
I ONE 20' JOINT
OF DIP
zo'
NEW HDPE
PVC PIPE
JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WATERLINE
NOT TO SCALE
CS :52B
CS :1160
Q?l N Q: If Q l N
/W
N N Q tti/
Z/?/[i 2/J 2/j
OLD BEULAH ROAD Z v (S.R. 1934)
5' MIN.
APPROX. EXISTING
5' MIN. FROM HEAD WALL MAINTAINED SHOULDER
WETLAND FLAG, TYP.
PLAN VIEW
WETLAND AREA = 0.019 ACRE (810 SQ. FT.)
TEMP. ZONE 1 IMPACT = 0.0036 ACRE (155.1 SQ. FT.)
EXISTING PAVEMENT
3' MIN. COVER + 3' MIN. COVER
O
p qAA 36" V? ?m
RCP
PVC PIPE D.I.P. WITH FIELD ?Of APPROX. D.I.P. MATH FIELD PVC PIPE
LOK GASKET PIPE ?? l0K GASKET PIPE
5' MIN. COVER
HARNESS RESTRAINT (TYP.)
D.I.P. WITH FIELD
LOK GASKET PIPE
PROFILE VIEW
JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WATERLINE
NOT TO SCALE
CS :1541
CS : 1164

ur
?e

IIN

L
1?
1
?ti
J
1?
1
WIW
IN
1
WIW
L
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XI
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im im
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WOODRUFF ROAD (S.R. 2129)
(BRIDGE)
5' MIN.
5' MIN. FROM HEAD WALL
APPROX. EXISTING
MAINTAI NED SHOULDER
PLAN VIEW
TEMP. ZONE 1 IMPACT = 0.0016 ACRE (70.6 SQ. FT.)
EXISTING PAVEMENT
3' MIN.
URIDGE 3' MIN.

?a 9,p

A?0 13• J?O
f APPROX
so'
PV C PIPE R.J. DIP . R.J. DIP PVC PIP E
1 EXISTING
5' MIN.
DEPTH OF WATER 0 SURVEY 2.0'
R.J. DIP
PROFILE VIEW
1-%
JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WATERLINE
NOT TO SCALE
CS : 159A
CS: 1173

I
ICV I
I I
I? I
IN
1 IW of IW ml W
I
W I z af I z

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? I z
_
N W
Iz
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(YIr
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WIW W I O_
WIW W i m
V)

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W ILL
I LL
DILL
D I LL
WIW
I LL
LL
WI
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I zlm
I
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I
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Im
I
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WOODRUFF ROAD
UIDE RAIL (BRIDGE) GUIDE RAIL
(S. R. 2129) ./ ?-
RIP RAP
L7 %
APPROX. EXISTING-/ 12" RCP
MAINTAINED SHOULDER
5' MIN. FROM HEAD WALL
DRIVEWAY
PLAN VIEW
TEMP. ZONE 1 IMPACT = 0.0019 ACRE (81.7 SO. FT.)
:'E
POTENTIAL HABITAT FOR ENDANGERED MUSSEL
IDENTIFIED IN JULY 12, 2004 THREATENED AND
ENDANGERED SPECIES ASSESSMENT PREPARED
BY S&ME. INCLUDED IN EA FOR LITTLE RIVER
WATER DISTRICT, REVISED OCT. 2004.
PROFILE VIEW
I- I
JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WATERLINE
NOT TO SCALE

y CS :145A
ti8 CS :1193
stir,
??. / N
WIZ. '_
WIZ W
? ?1
BIZ 1 N
WIW

1 /N Irv
I /O
Irv
1? I
W 1 ?
W W
?lW W l ia?

W
Z/m
z m
/m lri
Zlm

SHOEHEEL ROAD (S. R. 2127)
5' MIN.
`-APPROX. EXISTING
5' MIN. FROM END PIPE PLAN VIEW MAINTAINED SHOULDER
WETLAND AREA = 0.020 ACRE (850 SQ. FT.)
WETLAND FLAG, TYP. TEMP. ZONE 1 IMPACT = 0.0015 ACRE (67.0 SQ. FT.)
alr,
Ir,
XISTING PAVEMENT
3' MIN. COVER + 3' MIN. COVER
so
qAA RCP
PVC PIPE D.I.P. WITH FIELD APPROXD.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE LOK GASKET PIPE
F:?a 5' MIN. COVER E:a:a
D.I.P. WITH FIELD
LOK GASKET PIPE
ARNESS RESTRAINT (TYP
PROFILE VIEW

JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WATERLINE
NOT TO SCALE
' CS :91 B
CS :1209
-
I
C I I
cc] I Z I
co, Z WI
I m
?
Z
?,m
-q I= clm
?, I C
-? ?I m
I c c
mIc
?, I

nl I (n
xjm
m, N
MIm

m m
m I(f)
xIm ?
m l m
xi
NIX I? ? NIX N :a?

o N
? I
Z O I<
m i
i?
I i
mI i m
I x

NI
- I
I I
-I rv
MEADOW ROAD (S.R. 2157)
5' MIN.
I
WETLAND FLAG, TYP.
5' MIN. FROM END PIPE
APPROX. EXISTING
PLAN VIEW MAINTAINED SHOULDER
WETLAND AREA = 0.104 ACRE (4,520 SO. FT.)
TEMP. ZONE 1 IMPACT = 0.0007 ACRE (28.4 SO. FT.)
EXISTING PAVEMENT
3' MIN. COVER + 3' MIN. COVER
I O
_20.? 9A 7' 2-42" V? ?zo'
O APPROX. RCP D.I LDOK GASKETIPIPE\??\ LOK G SKETFPIPE PVC PIPE
? 5' MIN. COVER F:?:3
TH OF WATER @ SURVEY 3',
D.I.P. WIT HARNESS RESTRAINT (TYP.)
H FIELD
LOK GASKET PIPE
PROFILE VIEW

?G
3
CC)
fV. CIz
-'n m
MI(f)
xIm
I
No
czlr<
mlm
NI
JOHNSTON COUNTY
CROSS S ECTIONS FOR NEW WATERLINE
NOT TO SCALE
CS :94A
CS :1212
cI clz x ccjz
-ail c D -nI c
cIm
Im mIm
I
NIU
zzlm
ml;u
MEADOW ROAD ?Irnl (S.R. 2157)
w
col
Clm
-nIc
m
?Im
NIA
ol<
mlc
NI
I
5' MIN.
%WETLAND 5' MIN. FROM END PIPE
FLAG, TYP.
N
ol?
mlm
Fa
?I
\-APPROX. EXISTING
PLAN VIEW MAINTAINED SHOULDER
WETLAND AREA = 0.064 ACRE (2,800 SQ. FT.)
TEMP. ZONE 1 IMPACT = 0.0025 ACRE (107.9 SQ. FT.)
EXISTING PAVEMENT
3' MIN. COVER 3' MIN. COVER
J?O
?y0
zo•? qA 2-36.. G ?o•
PVC PIPE O.I.P. WITH FIELO A??f APPROX. RCP \?G D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE+\? LOK GASKET PIPE
5' MIN. COVER
HARNESS RESTRAINT (TYP.)
D.I. P, WITH FIELD
LOK GASKET PIPE
`S1
PROFILE VIEW
I
JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WATERLINE
NOT TO SCALE
CS :30
CS :1225, 1238

ctf
? IN
ctf
I I
? WIW ?? I
WIW IW
WIZ
O _>IZ
LIJ W
fV O
ei0
IV
?i?

IN ? I I
W ?
?i(2f Wi (niL,I
EXISTING
ED SHOULDER

?2?48J
WETLAND AREA = 0.039 ACRE (1,704 SO. FT.)
TEMP. ZONE 1 IMPACT = 0.0199 ACRE (868 SO. FT.)
3' MIN. COVER 3' MIN. COVER
O
p. 9oA
20"
PVC PIPE D.I.P. WITH FIELD ??APPROX. RCP 4CP D.I.P. WTH FIELD PVC PIPE
LOK GASKET PIPE LOK GASKET PIPE
5' MIN. COVER
DEPTH OF WATER ®SURVEY 2'
HARNESS RESTRAINT (TYP.)
D.I.P. WITH FIELD
LOK GASKET PIPE
WETLAND FLAG, TYP
PROFILE VIEW
JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WATERLINE
NOT TO SCALE
CS : 132A
CS: 1226
DIRECTIONAL BORE
I N I- I, IN
cr Iw
> I z cj? Iw
>I z Q LiILi
>I z ?ILW
> Iz
N SIN -Io ?Io
Lu I ? LdI' c" cn I ? v I?
-:) I
zIm LI L.Ll- L
zIm wl IU-
zIm w I LL;
zIm
I I I I
BEULAHTOWN ROAD
5
5' MIN. FROM HEAD WALL) RIP RAP
,i I i,
WETLAND FLAG Tr?.
PLAN VIEW
(S. R. 2148)
2
APPROX. EXISTING
MAINTAINED SHOULDER
WETLAND AREA = 0.165 ACRE (7200 SQ. FT.)
TEMP. ZONE 1 IMPACT = 0.0010 ACRE (45 SQ. FT.)
EXISTING PAVEMENT
3' MIN. 13' MIN.
OF 20DIP DINT
ONE D zoIP OINT 7AA? APPROX. ?oJ?O NEW HD ONE 20'
ANEW HDPE o? i PVC PIPE PVC PIPE
EXISTING
5' MIN.
NEW HDPE
PROFILE VIEW
F-1
JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WATERLINE
NOT TO SCALE
CS : 139A
CS: 1231
DIRECTIONAL BORE

CC i Lv
LJ i Z i W
i Z
:2

N
O -IN
w
L
i W w i
(
%
LL- Ld
cl) L, N

LL'
W
i
Z
m
W
i
I
I ZIM
1
I
BAY VALLEY ROAD
(BRIDGE)
5' MIN.
APPROX. EXISTING
MAINTAINED SHOULDER
1 1
I ,- I N
I I
W
Z
>_ I Z >_? O
O
COIN COIN
I I
W I 'If LiJI
L,_.I (Ai Lv
D: LL- LE
ZIL ZIP
m i m
I I
I 1
(S. R. 2159)
WETLAND FLAG, TYP.
PLAN VIEW
WETLAND AREA = 0.188 ACRE (8,180 SQ. FT.)
TEMP. ZONE 1 IMPACT = 0.0031 ACRE (133.8 SQ. FT.)
EXISTING PAVEMENT
3' MIN.
ONE 20' JOINT
F DIP
sc
NEW HDPE
PVC PIPE
WA
5' MIN.
NEW HDPE
PROFILE VIEW
3' MIN.
,~I=,
I ONE 20' JOINT
20'
NEW HOPE
OF DT_vcPIPE
11 -
JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WATERLINE
NOT TO SCALE
CS :31A
CS :1239 rq?
040NDnr
i
Cpl co?
co I I m I -nlrn
n c:: C D ?C rn?
??m ;uIrrn -cm 71m ?Im
I
NO S<-C o l< OI: oI<
rTl
rzn z
rn
NI ?I fl NI
I I
N ?
BAY VALLEY
(S.R. 2159)
5' MIN.
,rir alr,
APPROX. EXISTING
5' MIN. FROM END PIPE MAINTAINED SHOULDER
PLAN VIEW WETLAND FLAG, TYP.
WETLAND AREA = 0.007 ACRE (300 SO. FT.)
TEMP. ZONE 1 IMPACT = 0.0030 ACRE (129.2 SO. FT.)
EXISTING PAVEMENT
3' MIN. COVER + 3' MIN, COVER
p.? qA ?? Lam.
PVC PIPE D.I.P. WITH FIELD o?Of APPROX. 24P ??\?G TH FIELD PVC PIPE
;L
LOK GASKET PIPE I .-r_? KET PIPE
5' MIN. C OVER
HARNESS RESTRAINT (TYP.)
D.I.P. WITH FIELD
LOK GASKET PIPE
ROFILE VIEW
11 -
JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WATERLINE
NOT TO SCALE 2005
CS: 081A
T?p?N?IC
CS :1240
N ; N
[if W
p
W7z nf: W

WiZ ?I W
W I
?I ?I
W; W
>Iz
, N W O O
0
N
cr_ ;N
W iOf

U) I W
WI
W

U

W
WIW
ln; W
wILWi I'LL- WILL.
z WIC
Z!m z m :m z:
:m
GLENDALE ROAD
(BRIDGE)
5' MIN.
(S. R. 2110)
'?15' MIN. FROM HEAD WALL
alr.
Ir. Ad?
APPROX. EXISTING PLAN VIEW
MAINTAINED SHOULDER
WETLAND FLAG, TYP.
WETLAND AREA = 0.046 ACRE (2,000 SO. FT.)
TEMP. ZONE 1 IMPACT = 0.0005 ACRE (23.3 S . FT.)
PAVEMENT
3' MIN. + 3' MIN.
BRIDGE
J 9A ?zo'
OPT 10 J?O
D.I.P. WITH FIELD >` APPROX. ?O D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE E I V LOK CASKET PIPE
5' MIN.
HARNESS RESTRAINT
D.I.P. WITH FIELD
LOK GASKET PIPE
PROFILE VIEW
RIP RAP

JOHNSTON COUNTY
CROSS SE CTIONS FOR NEW WATERLINE
NOT TO SCALE

% CS :82A
CS :1241
DIRECTIONAL BORE

\ I N I Icv
m
LIZ
IO mI'-
wlw
Q ctf
'>Iz
0 mLLJ
>IZ
IN >IoZ
m ? SIN ?1?0
V) I?
-D Iw
? IN
w?m
?Iw
t Lj
U)IW
Z

ZIP N
wI? l
zl? tl
Zh
Im ZIP I Ico Im

N
GLENDALE ROAD (S. R. 2110)
N cr
I r.
MIN.
(e ?:y APPROX. EXISTING
L/?, MAINTAINED SHOULDER
PLAN VIEW
WETLAND AREA = 0.057 ACRE (2,500 SQ. FT.)
3' MIN. COVER
)INT
NEW HOPE
PTH OF WATER 0 SURVEY 4.0',
2-42"
APPROX. ?RCP
5' M*CO NEW
HOPE
GJ
?O/
WETLAND FLAG, TYP.
3' MIN. COVER
20' JOINT
NEW HOPE
PROFILE VIEW
11 *

JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WATERLINE
NOT TO SCALE
CS : 088A
CS: 1253
N
W W _
W W. '-
W
>Z N

W

W
Z
N p
X _0
XN XN Q N XN

V) Lu

W
x

N W W
of
m W

V)LLj

W L,
W Lei Li
W LL D L`
W LA
Z n Z Z) Z m Z D
m m m
GLENDALE ROAD (S. R. 2110)
(BRIDGE)
5' MIN.
--5' MIN. FROM HEAD WALL
APPROX. EXISTING
MAINTAINED SHOULDER PLAN VIEW
WETLAND AREA = 0.092 ACRE (4,000 SQ. FT.)
TEMP. ZONE 1 IMPACT = 0.0022 ACRE (96.5 SQ. FT.)
EXISTING
3' MIN.
WITH FIELD
GASKET PIPE
20X.
1 EXISTING
5' MIN.
D.I.P. WITH FIELD
LOK GASKET PIPE
PROFILE VIEW
t'• i
WETLAND FLAG, TYP.-//»
3' MIN.
WI TH_ FI ELD I P VC
HARNESS RESTRAINT (TYP
I- I
1
CCI
>Iz
X10
1
(WI ctf
?
Z1L,
co
I1
5' MIN.
is
ELEC-mlc
WETLAND FLAG, TYP. J
\-5' MIN. FROM HEAD WALL
APPROX. EXISTING PLAN VIEW
MAINTAINED SHOULDER
WETLAND AREA = 0.101 ACRE (4,400 SQ. FT.)
TEMP. ZONE 1 IMPACT = 0.0011 ACRE (48.2 SQ. FT.)
EXISTING PAVEMENT
3' MIN.
ONE 20' JOINT
OF DIP
20'
NEW HDPE
PVC PIPE
JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WATERLINE
NOT TO SCALE
CS : 88B
CS: 1254
DIRECTIONAL BORE

E
X

1
1.-
IYIW u
? 1
1-
-N- ?IW
1
IN
IYIW
a?jo
IN
LLJI
W
W IN
V)j? IN
WjIY
W
P
-
c/) W
ZI-D
-
zI?
ZI
D
Im D
Im co
i
1 1 1
GLENDALE ROAD (S. R. 2110)
(BRIDGE) CV
5' MIN. _
NEW HDPE
3' MIN.
ONE 20' JOINT
OF DIP
20'
NEW HDPE
PVC PIPE
PROFILE VIEW
I' I
JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WATERLINE
NOT TO SCALE
CS :89A
CS :1255 'ooz , ?u3'"?? 'Z•
I I I I
C0i cl N c
z -+ c?z ciz
l m -rl l m ;u - l m -n m
-Ti Ic TIIc,^ m -r, Ic -91c
mT1 mV/ D mLn m(n
/V lm elm lm :O lm
N I x NIA NIA NI
ol? oI< ol< 0I<
z lm mJm z Im z Im
m I m ml? ml?
tvl I ?I NI
I I I I
10)
GLENDALE ROAD U °-- (S. R. 2110)
MIN.
Ir, RIP \\`
5' MIN. FROM END PIPE APPROX. EXISTING
MAINTAINED SHOULDER
WETLAND FLAG, TYP.
PLAN VIEW
WETLAND AREA = 0.029 ACRE (1,250 SQ. FT.)
TEMP. ZONE 1 IMPACT = 0.0100 ACRE (436.6 SQ. FT.)
EXISTING PAVEMENT
3' MIN, COVER
1 1 60
"
WITH FIELD APPOX. /
PROFILE VIEW
3' MIN. COVER
O
V? 20
LOK CAS ETFPIPE PVC PIPE
HARNESS RESTRAINT (TYP.)
qo /
R CMP
GASKET PIPE 1
5' MIN. COVER
D.I.P. WITH FIELD
LOK GASKET PIPE

JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WAT ERLINE
NOT TO SCALE
CS : 74B
CS: 1262
DIRECTIONAL BORE

N
W;Z
> w?Z W'W
> W'W
i O
?iN ?iN
i Q i
N >i0
12,N

?iW W?'If W
?i?
0 L
V) at:
Ll-
Wig W?? (n Wig WiLL
Zim Zim Z?Z Z11-D
im

OLD NC 22
(BRIDGE)
5' MIN.
,Ir, HEAD WALLS
APPROX. EXISTING
MAINTAINED SHOULDER
PLAN VIEW WETLAND FLAG, TYP.
WETLAND AREA = 0.079 ACRE (3,450 SO. FT.)
3' MIN.
ONE 20' JOINT I
OF DI
w'
NEW HDPE
PVC PIPE
PTH OF WA
5' MIN. ?
NEW HOPE
PROFILE VIEW
3' MIN.
I ONE 20' JOINT
OF OIP
p
NEW HDPEI
PVC PIPE
F-1
I r.
PLAN VIEW
WETLAND FLAG, TYP. WETLAND AREA = 0.053 ACRE (2,300 SQ. FT.)
TEMP. ZONE 1 IMPACT = 0.0042 ACRE (181.4 SQ. FT.)
EXISTING PAVEMENT
3' MIN. COVER 13' MIN. COVER
7PWTH;?IFLD GF`
D.1.P. MATH FIELD ?AP ROX. RCP `\?G PVC PIPE
LOK GASKET PIPE I -6c) IPE
5' MIN. COVER
HARNESS RESTRAINT (TYP.)
D.I.P. WITH FIELD
LOK GASKET PIPE
at
ci 2
/QJ)
5' MIN.
JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WATERLINE
NOT TO SCALE
CS :149B
CS :1273
41
ca
HALES ROAD ^1 ?v (S.R. 2146)
APPROX. EXISTING
5' MIN. FROM END PIPE dr, MAINTAINED SHOULDER
PROFILE VIEW

JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WATERLINE
NOT TO SCALE
CS :153A
CS :1285

4/6

Q
MOORE ROAD (S.R. 2145)
5' MIN.
,1Ir.
5' MIN. FROM END PIPE
,rlr WETLAND FLAG, TYP PLAN VIEW APPROX. EXISTING
MAINTAINED SHOULDER
.
WETLAND AREA = 0.025 ACRE (1,100 SQ. FT.)
TEMP. ZONE 1 IMPACT = 0.0010 ACRE (43.1 SQ. FT.)
EXISTING PAVEMENT
3' MIN. COVER 13' MIN. COVER
J?O
m qqq G?
D.I.P. WITH FIELD APPROX. 24P D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE I r1 ILOK GASKET PIPE
5' MIN. COVER
HARNESS RESTRAINT (TYP.)
D.I.P. WITH FIELD
LOK GASKET PIPE
PROFILE VIEW
JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WATERLINE
NOT TO SCALE
CS :69B
CS :1293
DIRECTIONAL BORE

I I I

W ?Iw W L?i1 w
_>i0 >iZ
:0 Q ?I0 ?i0
?iN E W

CC
LLJ
,
N W 1(1/i) ia? U) W : 0
0i W
?ILL.
LL. ::)iL.
D Wild
Z
Z:D

Im
z?
Im

m
'm
.
WEAVER ROAD
(BRIDGE) (S.R. 2144)
5' MIN.
ll WETLAND FLAG, TYP.
PLAN VIEW

WETLAND AREA = 0.079 ACRE (3,450 SQ. FT.)
EXISTING PAVEMENT
3' MIN. + 3' MIN.
ONE 20' JOINT
420- DIP q?p
f'0
23'
APPROX. ??
J? ?ONE 20' JOINT
OF
zc
NE
PE
PV
EXISTIN PVC PIPE
5' MIN.
DEPTH OF WATER ® SURVEY 2'
NEW HDPE
PROFILE VIEW

JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WATERLINE
NOT TO SCALE
CS :66
CS :1313
DIRECTIONAL BORE

I
ciz ?I
clz
cn ?I
ciz

Nl;u
-I< NIm
zzl < oi?
zl m
ILj
1 L/11Y YIL WETLAND AREA = 0.080 ACRE (3,500 SO. FT.)
? oos
Z morimc
I
clz
ilc
IM
MIm
NJ La
0I<
3' MIN. COVER + 3' MIN. COVER
O
?
CMP pJ
qo 120" V?
ONE 20' JOINT
ONE 20' JOINT
D I
F APPROX. OF DIP
NEw HOPE F
2
NEW HDPE PVC PIPE
PVC PIPE 5' MIN. CO
DEPTH OF WATER ®SURVEY 5'
NEW HDPE
PROFILE VIEW
JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WATERLINE
NOT TO SCALE
CS :172B /CS :1319
col ml
ciz CC?z N c z c: z
-9Im -nIc m -9Ic nlc
I m ;u I N
N i :U I:U
Oh OIL O O
zim zlrn zIm zlm
mp ml;u ml; mla
Nvl ?l fl Nl
HAWKINS ROAD ° (S.R. 2134)
U
N
5' MIN.
APPROX. EXISTING
I' MAINTAINED SHOULDER
5' MIN. FROM END PIPE WETLAND FLAG, TYP.
PLAN VIEW
WETLAND AREA = 0.053 ACRE (2,300 SQ. FT.)
TEMP. ZONE 1 IMPACT = 0.0063 ACRE (272.8 SQ. FT.)
EXISTING PAVEMENT
3' MIN. COVER 3' MIN. COVER
J?O
2-60" ?O
??p• qA,p CMP G p'
PVC-PIPE WITH FIELD APPROX. \?G D.I.P. VA FIELD PVC PIPE
LOK GASKET PIPE LOK GASKET PIPE
5' MIN. COVER
HARNESS RESTRAINT (TYP.)
O.I. P, WITH FIELD
LOK GASKET PIPE
PROFILE VIEW

JOHNSTON COUNTY
CROSS SECTIONS FOR NE W WATERLINE
NOT TO SCALE
CS : C217A
CS : 2025
DIRECTIONAL BORE
3

1, C'q
of W i
WiZ??z of JJ f
>r2 >iZ
>??O Q _
??1 SIN
?I ?i N
Wig i ? W Wi i
?iW Wi ?
Z? i LL

L
:
:) W iLL W#? LL

i
L
Ll
LLJ
m
i

, co "co
Z
i
co

5' MINI HINNANT-EDGERTON ROAD (S.R. 1001)
5' MIN. FROM HEAD WALL
RIP= RAP
.111,
PLAN VIEW
WETLAND FLAG, TYP. J
WETLAND AREA = 0.039 ACRE (1,700 SO. FT.)
EXISTING PAVEMENT
3' MIN. + 3' MIN.
BRIDGE
ONE 20 JOINT
OF DIP 9A0 ONE 20' JOINT
20' 23
NEW OF
HDPE ;- APPROX. 2 DIP
PVC PIPE 1 G? NEW HOPE
1 l EXISTING PVC PIPE
5' MIN. COVER
NEW HDPE PIPE
PROFILE VIEW
JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WATERLINE
NOT TO SCALE
CS :2636
CS :2041
I I I I
IN
SIN ?IW wlLi wlw
?Iz ?Iz w >l0 _>I00
Rio LION Ld SIN SIN
IN I I? Lj
Nlw ?Iw ?ILL- DV) uj
ILL'-
_N- I L'- SILL W ILL Li I LL
ZID ZID ZIm zlm
m Im
I I I I
a- o
RAINS CROSSROADS (S.R. 2320)
N
5' MIN.
C711? >
APPROX. EXISTING All
MAINTAINED SHOULDER
5' MIN. FROM END PIPES WETLAND FLAG, TYP.
PLAN VIEW
WETLAND AREA = 0.057 ACRE (2,500 SQ. FT.)
TEMP. ZONE 1 IMPACT = 0.0047 ACRE (203.5 SQ. FT.)
EXISTING PAVEMENT
3' MIN. COVER 1 3' MIN. COVER
J?O
2-60
,?.? 9oA RCP ^ 20'-
'
PVC PIPE D.I.P. WITH FIELD APPROX. O.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE LOK GASKET PIPE
5' MIN. COVER
HARNESS RESTRAINT (TYP.)
D.I.P. WITH FIELD
LOK GASKET PIPE
PROFILE VIEW

JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WATERLINE
NOT TO SCALE
CS : 261A
CS : 2045

w
LLI N

Z

LLJ r-
W

Z

E
m

> `-
W

o
ch

> Lli
> O
N >
? O
N Q
W N

W
V)
?
LLJ
W
V)
W
LL
I-- W
(n
W W
V)
:D
W LL-
L`
m
W D
LL- ? W
Z IL
D W
Z
Z m Z m m
RAINS CROSSROADS
(BRIDGE)
5' MIN. ? WAlb,
3' MIN.
PVC PIPE I D.I.P. RJ PIPE
EXISTING PAVEMENT 3' MIN.
BRI=
9A ?so'
'opo 13' J?O
?- APPROX. ?O D.I.P. RJ PIPE PVC PIPE
EXISTING
?i 5' MIN. ?i
RNESS RESTRAINT (TYP.
D.I.P. RJ PIPE

N 3
Z 1?r,
o /
N
[if
W
LL
m
(S.R. 2320)
5' MIN. FROM HEAD WALL WETLAND FLAG, TYP.__----
APPROX. EXISTING
MAINTAINED SHOULDER PLAN VIEW
WETLAND AREA = 0.100 ACRE (4,360 SQ. FT.)
TEMP. ZONE 1 IMPACT = 0.0023 ACRE (101.2 SO. FT.)
EXISTING PAVEMENT
PROFILE VIEW
JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WATERLINE
NOT TO SCALE
CS :256B
CS :2054
N S% ?
?

iti
? -
?/p =
v
411 co C'j 0 107
i m ?0
)
RAINS CROSSROADS
5' MIN.
,III, --
18„ RCP 6' W
-Hrrr%VA. LAla IO\V
MAINTAINED SHOULDER
PLAN VIEW
WETLAND AREA = 0.031 ACRE (1,350 SO. FT.)
TEMP. ZONE 1 IMPACT = 0.0234 ACRE (1,021 SO. FT.)
EXISTING PAVEMENT
3' MIN. COVER
1 I 2-48" RCP
?20'? q?p? 11, IN HEAD WALL
r Y,
PVC PIPE D.I.P. WITH FIELD 0f APPROX.
LOK GASKET PIPE
(S.R. 2320)
IIN
J?
3
Ar
TLAND FLAG, TYP.
5' MIN. COVER
D.I.P. WITH FIELD J
LOK GASKET PIPE
PROFILE VIEW
13' MIN. COVER
J?O
O
G? F20*-
D I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE
HARNESS RESTRAINT (TYP.)
F--
JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WATERLINE
NOT TO SCALE
CS :256A
CS :2055
N ,
1
clz

-nIm I

a'1z
-nlm

y

: I

? Iz
-n Im 1

ca
clz
nIm
ml? ml? m 10 rrnlu)
A Im elm 1m ;?o Im
N1-;o
0I E Nl-;o
012 N I?
0 I< r-4
ZI
<

rrnl?
m l?
m 1? ?
-n
m,;?o
N)
I
I
I - 1
I N I
I
RAINS CROSSROADS I o (S.R. 2320)
5'
18" CMP 18" RCP
APPROX. EXISTING
MAINTAINED SHOULDER
5' MIN. FROM END PIPE PLAN VIEW ???7yyy
TEMP. ZONE 1 IMPACT = 0.0207 ACRE (902 SQ. FT.)
3' MIN. COVER
PVC
WITH FIELD
GASKET PIPE
POTENTIAL HABITAT FOR
ENDANGERED MUSSEL
IDENTIFIED IN JUNE 13, 2005
REPORT PREPARED BY S&ME.
U
3
JV-
3' MIN. COVER
2-60" RCP O
IN HEAD WALL pJ?
G? ?zc
11' V
?f APPROX. D.I.P. WITH FIEL3 PVC PIPE
LOK GASKET PIPE
5' MIN. COVER
2'
D. I.P ",,_HARNESS RESTRAINT (TYP.)
. WITH FIELD
LOK GASKET PIPE
PROFILE VIEW
JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WATERLINE
NOT TO SCALE
CS :270A
CS :2068

EVANS ROAD
5' MIN.
APPROX. EXISTING
MAINTAINED SHOULDER
18" R P
5' MIN. FROM END PIPE
PVC
WITH FIELD
GASKET PIPE
5' MIN. COVER
D.I.P. WITH FIELD
LOK GASKET PIPE
PROFILE VIEW
POTENTIAL HABITAT FOR
ENDANGERED MUSSEL
IDENTIFIED IN JUNE 13, 2005
REPORT PREPARED BY S&ME.
ARN
PLAN VIEW
WETLAND FLAG, TYP.
WETLAND AREA = 0.030 ACRE (1,300 SO. FT.)
TEMP. ZONE 1 IMPACT = 0.0135 ACRE (589.3 SO. FT.)
EXISTING PAVEMENT
3' MIN. COVER
3' MIN. COVER
PVC PIPE

JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WATERLINE
NOT TO SCALE
CS :250A
CS :2089
rq? ` o?NrA
i
? i w I IN
cv I r- ? I -
wlw Wlw cn wclf Iw ?w
_>Iz _ _>I
>l0Z 0 ?p
oIN aEIN EEIN CIN
a
cj?
wI wlC-1 w I
cnIw WIw W LLJ w
Z) LL Z) LL n LL
z?? ZI z ?
?m Im I m Im
FULGHUM LITTLE CREEK
5' MIN.
(S.R. 2366)
-it
I I `APPROX. EXISTING
MAINTAINED SHOULDER
MIN. FROM END PIPE
PLAN VIEW WETLAND FLAG, TYP.
WETLAND AREA = 0.060 ACRE (2,620 SQ. FT.)
TEMP. ZONE 1 IMPACT = 0.0046 ACRE (199.3 SQ. FT.)
EXISTING PAVEMENT
3' MIN. COVER
2-72"
1
0MID
FIELD pAP ROX.
D.I.P. WITH FIELD
LOK GASKET PIPE
9,p
T PIPE
5' MIN. COVER
3' MIN. COVER
J?O
O
V?
D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE
RNESS
PROFILE VIEW
JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WATERLINE
NOT TO SCALE
CS :2226
CS :2122
0 Z co
? ?n G I G
-rG -rI G ? ? ? c11
? ? ?
0-4 0-2 O G O L
LIZZIE MILL ROAD (S.R. 2335)
(BRIDGE)
5' MIN.
5' FROM HEAD WALL
PLAN VIEW "-APPROX. EXISTING
MAINTAINED SHOULDER
TEMP. ZONE 1 IMPACT = 0.0020 ACRE (87.8 SO. FT.)
EXISTING PAVEMENT
PVC
3' MIN.
WITH FIELD
GASKET PIPE
3' MIN.
9A I
zo'
°,QO 10' J?O
F
q- AP ? OX. O D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE
I+ EXISTING
5' MIN.
HARNESS RESTRAINT (TYP.)
D.I.P. WITH FIELD
LOK GASKET PIPE
PROFILE VIEW
JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WATERLINE
NOT TO SCALE
CS: C059B
CS :2147
? _ ?usx?nr 'Z
t l I I ?, I
clrz cIz c Irzrl ?I M
Ti U) --'n l c m I? m l m V) mIm mIm m ;a I?' ;a I m
NIA rv1,0 K N I< of
oz Im °I m zz Im r? I m
NI ?I I I
I
a
U
PITTMAN ROAD a (S. R. 2137)
DO
I
N
5' MIN.
,d r, alr
APPROX. EXISTING
5' MIN. FROM END PIPE MAINTAINED SHOULDER
d r, ,d r,
PLAN VIEW
WETLAND FLAG, TYP.
WETLAND AREA = 0.023 ACRE (1,000 SQ. FT.)
TEMP. ZONE 1 IMPACT = 0.0006 ACRE (26.0 SQ. FT.)
EXISTING PAVEMENT
3' MIN. COVER + 3' MIN. COVER
J
2-84
CMP w
PVC PIPE D.I.P. MATH FIELD ADO APPROX. O.t.P. MATH FIELD PVC PIPE
LOK GASKET PIPE LOK GASKET PIPE
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PROFILE VIEW
JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WATERLINE
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PROFILE VIEW
?0F W A rFR p Michael F. Easley, Governor
a ?i William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
July 27, 2005
DWQ Project # 05-1355
Johnston County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Johnston County - Department of Public Utilities
309 E. Market Street
Smithfield, NC 27577
Subject Property: Little River Water District
Selma/Micro, NC
REQUEST FOR MORE INFORMATION
Ladies and Gentlemen:
On July 19, 2005, the Division of Water Quality (DWQ) received your application dated April
29, 2005, to impact an as yet not quantified area of wetlands (your PCN indicates "less than 0.2
acres per crossing") and 510 feet of streams to construct the proposed installation of
approximately 118 miles of water mains (4" through 12"), valves and other miscellaneous
appurtenances. The DWQ has determined that your application was incomplete and/or provided
inaccurate information as discussed below. The DWQ will require additional information in
order to process your application to impact protected wetlands and/or streams on the subject
property. Therefore, unless we receive the additional information requested below, we will have
to move toward denial of your application as required by 15A NCAC 2H.0506 and will place
this project on hold as incomplete until we receive this additional information. Please provide
the following information so that we may continue to review your project.
Additional Information Requested:
1. Please indicate wetland impacts. Many of the pipes appear to go directly through
wetland symbols as shown on your plans, yet no wetland impacts are listed in the PCN.
2. Please indicate all buffer impacts on the site plan and in the PCN application.
Please respond within three weeks of the date of this letter by sending this information to me in
writing and Mike Horan of the DWQ Raleigh Regional Office. If we do not hear from you
within three weeks, we will assume that you no longer want to pursue this project and we will
consider the project as withdrawn.
401 Oversight/Express Review Permits Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http://h2o.enr.state.nc.us/ncwetlands
o One
NhCarolina
Aaturalll,/
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/l0% Post Consumer Paper
Johnston County - Department of Public Utilities
Page 2of 2
July 27, 2005
This letter only addresses the application review and does not authorize any impacts to wetlands,
waters or protected buffers. Please be aware that any impacts requested within your application
are not authorized (at this time) by the DWQ. Please call Ms. Cyndi Karoly or Mr. Ian
McMillan at 919-733-1786 if you have any questions regarding or would like to set up a meeting
to discuss this matter.
Sincerely,
CG^
Cyndi Karoly, Supervisor
401 Oversight/Express Review Permitting Unit
CBK/ijm
cc: Charles C. Oates, Jr., S&ME, Inc., 231 Labonte Street, Conway, SC 29526
Mike Horan, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Filename: 051355JohnstonCoLittleRiverWaterDistrict(Johnston)OhHold
Johnston County: Little River, DWQ # 20051355
Subject: Johnston County: Little River, DWQ # 20051355
From: Laurie Dennison <laurie.j.dennison@ncmai].net>
Date: Thu, 28 Jul 2005 11:22:28 -0400
To: [e-mail]
Please see attached the Division of Water Quality's request for more information related to
your recent application. Please note that this message is being forwarded to you
electronically so that you may expedite preparation of your response. Please do not send your
response as a reply to this e-mail or via fax. A hard copy of the correspondence is being sent
via US Mail. All response correspondence is to be mailed via hard copy to the 401 Oversight
and Express Permits Unit, 2321 Crabtree Blvd., Raleigh, NC, 27604 unless otherwise noted.
051355JohnstonCoLittleRiverWaterDistrict(Johnston)OnHold.doc
Content-Type: application/msword
Content-Encoding: base64
1 of 1 7/28/2005 11:22 AM
#S&ME
July 18, 2005
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
Attention: Bob Zarzecki
Reference: Nationwide Permit No. 12
Little River Water District Project
Johnston County, North Carolina
S&ME Project No. 1633-05-140
Dear Mr. Zarzecki:
2005 1 355
F9,r,r.1'f1:%9WIN 5
J U L 1 9 2005
DENR - WATER QUALITY
WETLANDS AND STORMWATER BRANCH
Please find the following PCN request for wetland verification and Nationwide Permit #12 on the
referenced project. Attached to this letter is a check (#30742) made payable to N.C. Division of
Water Quality for the amount of $475.00 to cover the processing fee. Johnston County is proposing
to install new water lines throughout the county to better serve the community. The water lines will
be installed within the limits of existing highway right-of-ways when possible. When culverts, box
culverts (larger than 48" diameter) or bridges are encountered, the force main will have to be routed
out five feet away from the structure. Johnston County has minimized the impacts to wetlands and
streams, and only has 51 crossings needed to complete the proposed project 118 miles of proposed
water lines. A copy of this report has been sent to the USACE Raliegh Office for 404 certification.
Thank you for your assistance with this project, if you have any questions or require additional
information please do not hesitate to call at [phone] (cell) or [phone] (office).
Respectfully,
S&ME, Inc.
Charles C. Oates, Jr.
Natural Resources Project Manager
S&ME, Inc. [phone]
231 Labonte Street [phone] fax
Conway, South Carolina 29526

Office Use Only: 2 0 0 5 F Jm3,fl5,5A,y 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. 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 herg?
II. Applicant Information D
JUL 1 9 2005
1. Owner/Applicant Information
Name: Johnston County - Department of Public..I.IJ=QUALITY
xn nnunu
Mailing Address: 309 E. Market Street
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 C. Oates, Jr.
Company Affiliation: S&ME, Inc.
Mailing Address: 231 Labonte Street
Conway, SC 29526
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: coates(iiOmeinc.com
Pagel of 8
a k J
III. Project Information.
8.
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-indh 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: Little River 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: Johnston Nearest Town: Selma/Micro
Subdivision name (include phase/lot number): NA
Directions to site (include road numbers, landmarks, etc.):
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): Neuse River
(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/maps/.)
River Basin: Neuse
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
10. Describe the overall project in detail, including the type of equipment to be used: The
installation of approximately 118 miles of water mains (4" through 12"), valves and
Page 2 of 8
4
other miscellaneous appurtenances. Equipment used to install this water main are
trenchers, graders, backhoe, front end loader, dump trucks, ramax, etc.
1 l . Explain the purpose of the proposed work:
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 3 of 8
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 identity temporary impacts. impacts atciuae, nut are not umtteo to: mecnamzeu cieartng, grautng, 1111,
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 httt)://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property:
Total area of wetland impact proposed: Less than 0.2 acres per crossing
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
specify)
See Attached

* List each impact separately and identity temporary impacts. impacts mciude, but are not i mites to: culverts ana assoctateu 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 1-800-358-9616, or online at
www.usgs.gov. Several intemet sites also allow direct download and printing of USGS maps (e.g., wWw.topozone.com,
www.mayguest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: Please see attached info.
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Page 4 of 8
h
t
i
Open Water Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres
(if Name applicable) Wplicabblele) at) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.
NA

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): NA
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): NA
Size of watershed draining to pond: NA Expected pond surface area: NA
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The entire route of the DiDeline is to be placed within the limits of existing NCDOT
right 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 as
much as possible at each stream/creek crossing by the use of erosion control measures (silt
fencing, iute matting, seeding and mulching, etc.) and by installing force 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 5 of 8
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed, on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/stn-ngide.htm].
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/wro/index.litm. 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 6 of 8
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
IX. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ? If you answered "yes", provide the following information:
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
s uare feet Multiplier Required
Mitigation
1 3
2 1.5
Total
- f-one i extends out su teet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
NA
Page 7 of 8
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 alone the roadways is approximately 114 acres. Stormwater
control measures include silt fencing and/or check dams at all culverts, stream crossingTs,
bridecs and any other areas where stormwater control is needed.
XI. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
NA
XII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIII. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on.
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
NA
r / 2- 7 / C) ::g-
?pgnlicant/ wit's Signature /Date
(Agent's siature is valid only if an authorization letter from the applicant is provided.)
Page 8 of 8
Little Rive+ r.. •.r District Project- Johnston County. North Carolina
2. Individually list wetland Impacts below:
Netland Impact Site Numbe Type of Impact Area c! f . act tacres) Located within 100-year Floodolaln 3istance to neatest Stream (linear feet Type of Wetland
WA
3. Individually list all Intermittent and perennial stream Impacts:
Average Width of Stream
Stream Impact Site No. Type of Impact Length of L? , a:t (linear feet) Stream Name' Before Impact (feed Perennial or Intermittent
CS 1002 Temporary (Excavation and backfill) I J Little River 40 Perennial
CS 1003 Temporary (Excavation and backfill) I J UN Tributary to Little River 10 Intermittent
CS 1011 Temporary (Excavation and backfill) 1 J UN Tributary to Little River 20 Intermittent
CS 1027 Temporary (Excavation and backfill) I J UN Tributary to Little Buffalo 10 Intermittent
CS 1041 Temporary (Excavation and backfill) 13 UN Tributary to Little Buffalo 5 Intermittent
CS 1047 Temporary (Excavation and backfill) 10 UN Tributary to Little Buffalo 10 Intermittent
CS 1225 Temporary (Excavation and backfill) IJ UN Tributary to Little Buffalo 5 intermittent
CS 1238 Temporary (Excavation and backfill) 1J UN Tributary to Little Buffalo 5 Intermittent
CS 1239 Temporary (Excavation and backfill) 10 UN Tributary to Little Buffalo 5 Intermittent
CS 1111 Temporary (Excavation and backfill) 10 UN Tributary to Little River 10 Intermittent
CS 1104 Temporary (Excavation and backfill) to UN Tributary to Little River 10 Intermittent
CS 1094 Temporary (Excavation and backfill) 10 UN Tributary to Little River 5 Intermittent
CS 1136 Temporary (Excavation and backfill) 10 UN Tributary to Little River 10 Intermittent
CS 1138 Temporary (Excavation and backfill) to UN Tributary to Little River 10 Intermittent
CS 1141 Temporary (Excavation and backfill) 10 UN Tributary to Little River 10 Intermittent
CS 1143 Temporary (Excavation and backfill) 10 UN Tributary to Little River 10 Intermittent
CS 1149 Temporary (Excavation and backfill) 10 UN Tributary to Little River 15 Intermittent
CS 1154 Temporary (Excavation and backfill) 10 Little River 40 Perennial
CS 1160 Temporary (Excavation and backfill) 10 UN Tributary to Buffalo Creek 5 Intermittent
CS 1313 Temporary (Excavation and backfill) 10 Little Creek 10 Perennial
CS 1293 Temporary (Excavation and backfill) 10 Little River 40 Perennial
CS 1262 Temporary (Excavation and backfill) 10 Little Buffalo 40 Perennial
CS 1255 Temporary (Excavation and backfill) 10 UN Tributary to Little Buffalo 10 Intermittent
CS 1209 Temporary (Excavation and backfill) 10 UN Tributary to Little River 10 Intermittent
CS 1212 Temporary (Excavation and backfill) 10 UN Tributary to Little Buffalo 10 Intermittent
CS 1085 Temporary (Excavation and backfill) 10 UN Tributary to Little Buffalo 10 Intermittent
CS 1063 Temporary (Excavation and backfill) 10 UN Tributary to Little Creek 10 Intermittent
CS 1231 Temporary (Excavation and backfill) 10 Little Buffalo 30 Perennial
CS 1126 Temporary (Excavation and backfill) 10 UN Tributary to Little Buffalo 10 Intermittent
CS 1193 Temporary (Excavation and backfill) 10 UN Tributary to Little River 5 Intermittent
CS 1273 Temporary (Excavation and backfill) 10 UN Tributary to Little River 5 Intermittent
CS 1285 Temporary (Excavation and backfill) 10 UN Tributary to Little River 5 Intermittent
CS 1164 Temporary (Excavation and backfill) 10 Buffalo Creek 40 Perennial
CS 1173 Temporary (Excavation and backfill) 10 Little River 40 Perennial
CS 1319 Temporary (Excavation and backfill) 10 Little Creek 15 Perennial
CS 2122 Temporary (Excavation and backfill) 10 Little Creek 40 Perennial
CS 2089 Temporary (Excavation and backfill) 10 Stocking Branch 15 Perennial
CS #A Temporary (Excavation and backfill) 10 UN Tributary to Mocassin Creek 10 Intermittent
CS 2055 Temporary (Excavation and backfill) 10 UN Tributary to Mocassin Creek 10 Intermittent
CS2054 Temporary (Excavation and backfill) 10 UN Tributary to Mocassin Creek 10 Intermittent
CS 2045 Temporary (Excavation and backfill) 10 Little Creek 40 Perennial
CS 2041 Temporary (Excavation and backfiil) 10 UN Tributary to Little Creek 10 Intermittent
CS 2068 Temporary (Excavation and backfill) 10 UN Tributary to Mocassin Creek 5 Intermittent
CS 1226 Temporary (Excavation and backfill) 10 Buffalo Creek 40 Perennial
CS 1240 Temporary (Excavation and backfiil) 10 Little Buffalo 40 Perennial
CS 1241 Temporary (Excavation and backfill) 10 UN Tributary to Little Buffalo 10 Intermittent
CS 1253 Temporary (Excavation and backfill) 10 Little Buffalo 40 Perennial
CS 1254 Temporary (Excavation and backfill) 10 Little Buffalo 40 Perennial
CS 2025 Temporary (Excavation and backfill) 10 Little River 40 Perennial
CS 2147 Temporary (Excavation and backfill) 10 Little Creek 15 Perennial
CS 2165 Temporary (Excavation and backfill) 10 Little Creek 20 Perennial
L
TOTAL 510 910
P-r dr
' ? 581
96 I *Wilkerson Crossroads
?Di?sFr`? s'?atl l ?? vg?GirA
lot
- - hrae tltcr
Mores Chapel
anci(s L:hapel ^? l oBuckhom Crossrc
,Jordan ,H :yes , rossroads F i?? ti5
i
ever Picnic Ar-.9
581 oat
98 39 _ I ? .f ? ??, ? 1
_t Aoe6el Cemetery
orb301
39 ? 1'?„, cy 1 .f
. •*?" a 301
- 98 106
i `
Baotey OCR
Oak Grove Inn* o well tvlll
?`Y S wX 102
?7O _;11
101
o ickory CrS
r
ninly;?, ;-:.rossroads
c ?Seima
*Ho
301 ,Radford Grossrvads
??., ._ ''•' `.' T , _ "".-+ o ains Crossroad
7O Pine LeLel , -
95
f>O v'
Oliver /
SCALE: NTS SITE VICINITY NIAP FIGURE NO
SOURCE: DeLORME Street Atlas IV 0 Little River Water District Project
SOURCE DATE: 1999 = Johnston County, North Carolina
DATE: ENVIRONMENTAL SERVICES JOB NO. 1633-05-140
June. 2005 ENGINEERING •TESTING

• •

cs 1011

W78• _" -

- ? CS 1111
`,N 35-40'.21

H W78-14'33"
ares
Crossroads '?
221
S" 1003
`-.'
C
,
. ;N 35-40':01 'Jll i
.-WM-l5' 29"

2.3

W 78-1525"

''?• _ • ?? - ? ?? nth
`
? ; ,
•
,
;
;A ;
f

CS 1104.

,,.• y _!e J N 35-39' 285"'
W78-4611
+

' 223 •
.

r r- n

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i - _. -
Cem .``

2254-
SCALE: NTS
N SITE TOPOGRAPHIC MAP FIGURE NO
SOURCE: USGS 7.5 Min Flowers Quadrangle &
0 Little River Water District Project 2
SOURCE DATE: CCO -"--_ Johnston County, North Carolina
Sheet
DATE:
June 2005 ENVIRONMENTAL SERVICES
ENGINEERING•TESnNG JOB NO. 1633-05-140
1 Of 11
JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WATERLINE
NOT TO SCALE
CS : 5A
N , •- CS 1002
O I W ? I W ? I W I W
WIZ
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HWY 42
(BRIDGE)
g;, kA -
,,Ir
WETLAND FLAG, TYP
PI ANI VIPW
EXIS
3' MIN.
ONE 20' JOINT
OF DIP
p.
NEW FHDPE
PVC PIPE
WA
5' MIN.
4.0'/-?-
NEW HDPE
3' MIN.

I ONE 20' JOINT
OF DIP
NEW HDPE
PVC PIPE
PROFILE VIEW
JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WATERLINE
NOT TO SCALE
CS :5A
CS :1003

GQ
HWY42
I
MIN.
5' MIN.
PIPE
PLAN VIEW
Ir,
EXISTING PAVEMENT
13' MIN. COVER 13' MIN. COVER
RCP pJ?p
TPIPED.I.P. 24" PIPE
PVWITH FlELD APP 50X. D.I.P. WITH ;RLD) PVC
LOK GASKET PIPE r I , p5 LOK CASKET PIPE
5' MIN. COVER
D.I.P. WITH FIELD
LOK GASKET PIPE
POTENTIAL HABITAT FOR PROFILE VIEW
ENDANGERED MUSSEL
IDENTIFIED IN JUNE 13, 2005
REPORT PREPARED BY S&ME.
RESTRAINT (TYP.)
JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WATERLINE
NOT TO SCALE
CS :07131
CS :1011
/
/cv
?<v ?Z
/
/
-S

/
0
h
U
3
1VN
?i ry
C)
.h
A ?
5' MIN. FROM HEAD WALL nAND FLAG. TYP.
PLAN VIEW
AREA = 940 SQ. FT.
EXISTING PAVEMI
3' MIN. COVER
2 BOX CULVERTS ?O
?pJ
qo 8'x7'
:c
-i G
PVC PIPE D.I.P. WITH FlELD A X ?G
O
LOK GASKET PIPE +'c? L
5' MIN. COVER
DEPTH OF WATER 0 SURVEY 1.5'
D.I.P. WI7H FIELD HARNE
LOK GASKET PIPE
POTENTIAL HABITAT FOR
ENDANGERED MUSSEL
IDENTIFIED IN JUNE 13, 2005 PROFILE VIEW
REPORT PREPARED BY S&ME.
3' MIN. COVER
ESTRAINT (TYP.)
o?
'N
I
>IZ
IO
C
I
w 10'
Ib-
D ID
ZIm
1
JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WATERLINE
NOT TO SCALE
CS:32A
CS:1111
I
I
IN
wIZ
10 wcif iw
> lo wlw
IZ
>
Irv LQ _
Irv >
CIO
Li
in
l Lw

uw) wl?

V3 wl

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w

ZIm :D
Z :ILL-
Z I n'
I I I ?m Im
CREECH CHURCH ROAD
5' MIN.
,, ir,
5' MIN. FROM HEAD WALL
3' MIN. COVER
APP
00-
(0-5 (S. R. 2117)
N
H
AREA = 4,150 SQ. FT.
PLAN VIEW
WETLAND FLAG. TYP.
3' MIN. COVER
2 60" CMP
V HEAD WA oJ??
GQ' ?xo'
G
D.I.P. 1NTH FlELD PVC PIPE
\5 LOK GASKET PIPE
5' MIN. COVER
HARNESS RESTRAINT (TYP.)
D.I.P. WITH FlELD
LOK GASKET PIPE
PROFILE VIEW
II.
s
N
I
i
Ar
co
c;z
-91c
MI N
m
1
tJi A
OZ ' rCrl
NI
JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WATERLINE
NOT TO SCALE
CS :3513
CS :1104

co
1
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;u I

WI

col
q, m z
1 m -q ;z
- -n'z
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, m m
m m
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CREECH CHURCH ROAD
(S. R. 2117)
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5' MIN. FROM END PIPE
PLAN VIEW
WETLAND FLAG, TYP.
EXISTING PAVEMENT
3' MIN. COVER
PVC PIPE D.I.P. WITH FIELD
LOK GASKET PIPE
CMP 60`"
5' MIN. COVER
O.I.P. WITH FIELD f
LOK GASKET PIPE
PROFILE VIEW
J?O
?O
G
3' MIN. COVER
HARNESS RESTRAINT (TYP.)

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r,
• W78-11
- -54"
j ,
r. i .CS 1043 '
:em N 35-40 37 l
'
W78-12' 21" ,;
Cert?:

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35-40'091' ' • . ' .
CS 1047
'W78-12'01" •
- • : N 35-39' 58"
W78-11' 22" ,
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a N 35-39'14"
W78-1 0' 54"
SCALE: NTS SITE TOPOGRAPHIC MAP FIGURE NO
SOURCE: uscsT.srnlnscancIlsChapel Quad. [OB ttle River Water District Project ,L
SOURCE DATE: CCO = ohnston County, North Carolina
Sheet
DATE: ENVIRONMENTALSERVICES O. 1633 -05-140
June, 2005 ENGINEERING.TESTING 2 of 11

JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WATERLINE
NOT TO SCALE
CS :1213
CS :1027
c\ c \ Z ?c\\ Z \\

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0
Z\?
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SS
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5' MIN.
Ci iYc
A 40 LF
alr.
PLAN VIEW
WETLAND FLAG, TYP.
3' MIN. COVER
BOX CULVERT
6'X7'
9,0
PVC PIPE A??'k APPIROX
MIN. COVE
WATER 0 SURVEY 4.)"??5*
DIP W/FIELD LOR GASKET PIPE
0
N
I
x
U
Y
i
AREA = 5,750 SQ. FT.
STING PAVEMENT
+3' MIN. COVER
J?O
/pxZ:zz

DIP W/FIELD LOK GASKETS
lr
,,Ii,
PROFILE VIEW
JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WATERLINE
NOT TO SCALE
CS :1 SB
CS :1043

?G\

?o\r ?o2\F` ?p \ o2\F`

HWY 222
A
5' MIN. FROM END PIPE
PLAN VIEW
r$
N
JI
N- 1 /
24" RCP
WETLAND FLAG, TYP.
STING PAVEMENT
3' MIN. COVER
WITH FIELD
GASKET PIPE
8. 36" RCP
APPROX.
F+\
5' MIN. COVER
HARN
D.I.P. WITH FIELD
LOK GASKET PIPE
PROFILE VIEW
3' MIN. COVER
WITH FIELD PVC PIPE
GASKET PIPE
AINT (TYP.)
AREA = 1,450 SQ. FT.
JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WATERLINE
NOT TO SCALE
CS :104A
CS :1126 ?,z wecl+?c -zoos
I
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wltL
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i
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OLD BEULAH ROAD I Go G v (S.R. 1934)
CV Cif
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5' MIN. FROM END PIPE
3' MIN. COVER
EXISTING PA
3' MIN. COVER
1 I 2-48"
2V 90A? 2, ^RCP
PVC PIPE D.I.P. WITH FIELD ?4- APPROX. \ : \
LOK GASKET PIPE
Pi 5' MIN. COVER
?O
OJ
Fp.
G & ?? D.I.P. VATH FIELD PVC PIPE
LOK CASKET PIPE
WATER ® SURVEY 1.0
D.I.P. WITH FIELD
LOK GASKET PIPE
HARNESS RESTRAINT (TYP.)
PROFILE VIEW
JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WATERLINE
NOT TO SCALE
CS :114A
CS :1085 Z
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clz cn
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ml?
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_ U,
no
D "
r
n
5' MIN.
,, 11,
AREA = 2,180 SO. FT.
3' MIN. COVER
ONE 20' JOINT I
OF
NEW HOPE 0+ AP
PVC PIPE
WETLAND FLAG. TYP.
Ml AAI %/IC1A/ IL
2-50"
TICAL CMP
5' MIN.
NEW HOPE
PROFILE VIEW
VEMENT
3' MIN. COVER
Gc?? ON OF 20' JOINT
zv
NEW HDPE
PVC PIPE
JOHNSTON COUNTY
CROSS S ECTIONS FOR NEW WATERLINE
NOT TO SCALE
CS :21A
CS :1047
r$
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cl

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1
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HWY 42
w C,
rn
5' MIN.
5' MIN. FROM END PIPE
PLAN VIEW
AREA = 790 SQ. FT.
3' MIN. COVER
alr,
WETLAND FLAG, TYP.
TING PAVEMENT
3' MIN. COVER
J?O
O
"'d 9'O,o? RCP 36" RCP ?36"
PVC PIPE O.I.P. WITH FIELD ?4- APPROX. O.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE •.?+?? L0K GASKET PIPE
5' MIN. COVER
DEPTH OF WATER ®SURVEY 1.5'
HARNESS RESTRAINT (TYP.)
D.I.P. WITH FIELD
LOK GASKET PIPE
PROFILE VIEW
JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WATERLINE
NOT TO SCALE 2005
CS: 081 A -cc '
CS :1240
5' MIN.
GLENDALE ROAD
(BRIDGE)
N
W ckf
W
> ZO > 0
of N W N
W IY W af
V) W In W
Z) L =) W
W W W L'
Z m z m
m
(S. R. 2110)
RIP RAP
5' MIN. FROM HEAD WALL
PLAN VIEW
WETLAND FLAG, TYP.
AREA = 2,000 SQ. FT.
EXISTING P
PVC
N

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3' MIN.
11
APP
5' MIN.
D.I.P. WITH FIELD
LOK GASKET PIPE
PROFILE VIEW
13' MIN.
G ?SICET PELLDE PVC PIPE
RESTRAINT (TYP.)
_-,,CS 1094
Cem : i
• _ .'-e- j1t' F `N 35-38' 50",r i
?•' W 78-12'--54"
River
Area
'-CS 1136
N 35-38' 38"
I`"• W 78-12' 59
.-CS 1209
N 35-38' 46"
% W 78-12''2.7" ,
? r ? \ • r. CS 1138
I•
1 N 35-38' 19"
I? I
' ,..
11j-W 78-12'53"
.;4 t Grave
l i,l
eni
'j
:Cent
,r
N 35-,37'45"
Shoeheel"enri Ww 78-12' 29"
ill
y
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N 35-37'25"
W,78-12'27"

SCALE: NTS SITE TOPOGRAPHIC MAP FIGURE NO
SOURCE: USGS 7.5 Min Stencils Chapel Quad.
Sam Little River Water District Project 2
=- Johnston County, North Carolina
souacE DATE: CCO - Sheet
DATE: June, 2005 ENGINEERING TESTINGIGES JOB NO. 1633-05-140 3 of 11
JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WATERLINE
NOT TO SCALE
CS :39
CS :1094
1
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PLAN VIEW
3' MIN. COVER
3' MIN. COVER
2
P D I.P. WITH FIELD
LOK GASKET PIPE
J
48" C?QO f -20'-
RCP
v
APPROX. D.LP. WITH FIELD PVC PIPE
LOK GASKET PIPE
Pi S' MIN. COVER ?
HARNESS RESTRAINT
D.I.P. WITH FIELD (TYP.)
LOK GASKET PIPE
PROFILE VIEW
JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WATERLINE
NOT TO SCALE
CS :91 B
CS :1209

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1
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D 1 170
NI 7 N I-
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ml? ml?
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5' MIN.
5' MIN. FROM END PIPE
AREA = 4,520 SO. FT.
EXISTING P
1 3' MIN. COVER
PVC PIPE I D.I.P. WITH FIELD
LOK GASKET PIPE
1
qAA 7.
p APPRO
O?
DEPTH OF WATER 0 SURVEY 3'
%VLOO MG TfP.
f + 3' MIN. COVER
?0
of
X. 2-42"
jRCPD.I.P. WITH FIEPVC PIPE
LOK GASKET PIPE
5' MIN. COVER
D LP. WITH FIELD HARNESS RESTRAINT (TYP.)
LOK GASKET PIPE
PROFILE VIEW
JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WA TERLINE /
NOT TO SCALE
CS:40A ,
CSA 136 az
Bo
t
UI
CIZ I
cI
CIZ I
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CIZ I
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CIZ
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WETLAND FLAG, TYP.
AREA = 2,450 SO. FT.
PVC
EXISTING PAVEMENT
3' MIN. COVER 3' MIN. COVER
2-48" ?O
RCP so'-
I
?O 6 V
D.I.P. A FIELD f APPROX. 0 0
LOK GASKET PIPE D.I.P. AlT}i FIELD PVC PIPE
1+\ LOK GASKET PIPE
1
S' MIN. COVER
D.I.P. WITH FIELD HARNESS RESTRAINT (TYP.)
LOK GASKET PIPE
PROFILE VIEW
JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WATERLINE
NOT TO SCALE
CS :40B
CS :1138 JII3AIDYM '
I
co I
CIz I
I
clz I
I
?Iz I
I
CIz
plc _Ic cn ??Ic ;Ic
ml(n
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;Im -I micn
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old D X11-
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ml?:O ''TIS m
ml1-u ml?u
NI
I -?I
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OLD BEULAH ROAD i' (S.R. 1934)
-o cn
.111,
5' MIN. FROM HEAD WALL
PLAN VIEW WETLAND FLAG, TIP.
AREA = 750 SO. FT.
3' MIN. COVER
I I 2-54"
?o-? qAA RCP
?O 7
PVC PIPE D I.P. W TH FIELD f APPROX.
LOK GASKET PIPE
5' MIN. COVER
DEPTH OF WATER © SURVEY 1.5'
D.I.P. WITH FIELD
LOK GASKET PIPE
PROFILE VIEW
EXISTING PAVEMENT
3' MIN. COVER
?O
OJ
o•
V
D.I.P. WITH FIELD PVC PIPE
+\? LOK GASKET PIPE
HARNESS RESTRAINT (TYP.)
JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WATERLINE
NOT TO SCALE
CS :145A
CS :1193
?y
h
r V
I WIW ?/N
lit
/ j /W z W 4,IW
jN IN a !N I
VLJii)l?
L'i zl 446-
loo
?m
SHOEHEEL ROAD a (S. R. 2127)
5' MIN.
AREA = 850 SO. FT.
5' MIN. FROM END PIPE
PLAN VIEW
WETLAND FLAG, TYP.
EXISTING PAVEMENT
3' MIN. COVER j 3' MIN. COVER
J?O
42" ?O
-20.- lo, o RCP z0•-
CJ
PVC PIPE D.I.P. GASKETIEL ?O APP OX.
D.I.P. WITH FIELD PVC PIPE PlI LOK GASKET PIPE
11 ?
5' MIN. COVER
D I.P. WITH FIELD HARNESS RESTRAINT (TYP.)
.
LOK GASKET PIPE
PROFILE VIEW
JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WATERLINE
NOT TO SCALE
CS :43A
CS :1141 `'Ohr
'L

I
N
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in ?
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i I
N
m
IW
Lu
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i W W
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zI? ig
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Z I ? Wit
i
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m
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I
OLD BEULAH ROAD
O CL
? U
I m
(S.R. 1934)
5' MIN. I I I
WETLAND FLAG, TYP.
5' MIN. FROM HEAD WALL
PLAN VIEW
AREA = 2,700 S0. FT.
EXISTING PAVEMENT
j 3' MIN. COVER + 3' MIN. COVER
?O
3-30" Io'-
PVC PIPE D.I.P. WITH FIELD APPROX. RCP .1 P. WITH FIELD PVC PIPE
LOK GASKET PIPE ) 1+\? LOK GASKET PIPE
5' MIN. COVER
HARNESS RESTRAINT (TYP.)
D.I.P. WITH FIELD
LOK GASKET PIPE
PROFILE VIEW
CS 1212't, CS 1063
N 35-39''.02". ! o >??3 N 35-39' 01",i
:Cerr
w 78-11'06".. 78-09' 1 r,,
c •r
r/ '1:Ceni
CS 1241f - / `• Cem: J
o ` ~i/as
N 35-3$' 51" CS, 1.231 Southxrn Grove ,
W 78-'10' 53"
N 35-38' 51"
W 78-10' 42"
-

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N 35-37 34"
:1•
35-37',34"

Cem

-_-_---- = _--__--.: W 78-09 31 W 78-09' 29»
?LiL^1DhVG STR/P /95
1` y
CS 1239
CS 1226 \ ;,`'N 35-37'24"
W 78-09 20 , .
N 35-37' 17"
::cem
W 78-09'39"
SCALE: NTS SITE TOPOGRAPHIC MAP FIGURE NO
SOURCE: Uses 7.5 Min Stanciis Chapel Quad. dpe? Little River Water District Project 2
SOURCE DATE: CCO = Johnston County, North Carolina
Sheet
DATE: June, 200C 5 ENG NEERING TESTINGCES JOB NO. 1633-05-140 4 of 11
JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WATERLINE
NOT TO SCALE
" CS :94A
s
"
?G CS :1212
G?
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MEADOW ROAD i' (S.R. 2157)
D M
5' MIN.
all.
WETLAND FLAG. TYP.
AREA = 2,800 SQ. FT.
EXISTING PAVEMENT
3' MIN. COVER
zo'- SAC
{ 2-36"
PVC PIPE I D I P WITH FIELD Q0 APPROX. FRCP
LOK GASKET PIPE
5' MINI. COVER E?
D I.P. WITH FIELD
LOK GASKET PIPE
5' MIN. FROM END PIPE
PLAN VIEW
j 3' MIN. COVER
?
XOJ
D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE
HARNESS RESTRAINT (TYP.)
all.
PROFILE VIEW
col z
clFri
rrTl cCn
?Im
NI ?
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rnI ?
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co
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70 r
OI OI
ZIm zIrm
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AREA = 580 SQ. FT.
DI ANI \11C'M
EXISTING PAVEMENT
3' MIN. COVER
FOR- `
J?
J At
t 3' MIN. COVER
J?O
O
TP. 2 -36' RCP O 8 PVWITH FIELD APPROX. ?, D.LP. WITH FIELD PVC PIPE
LOK GASKET PIPE LOK GASKET PIPE
TH OF WATER 9 SURVEY 1.5
JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WATERLINE
NOT TO SCALE
CS :125B
CS :1063 ? I
5' MIN. COVER
D.I P. WITH FIELD
LOK GASKET PIPE
HARNESS RESTRAINT (TYP.)

JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WATERLINE
o NOT TO SCALE
N, CS ,82A
CS :1241
J?

\ ?I"'
Lit Lu
I
mil'-
Icv
>1 Z
SIN
>!Z
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wlaf
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LiJ L'II

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w
DI
w?? w
lla:
w
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z
wlLL
zI-D

m WILL

z
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Im
zln
Im
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m I I I
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N
GLENDALE ROAD
(S. R. 2110)
Na
l
`, I,,
5' MIN.
RIP ? I I
O
WETLAND FLAG, TYP.
PLAN VIEW
AREA = 2,500 SO. FT.
EXISTING PAVEMENT
j 3' MIN. COVER Z + 3' MIN. COVER
?O
J
ONE 20' JOINT 9A OF DIP p 2-42"
ONE 20' JOINT
7' RCP V of DIP
zw -- '-[
PVC PIPE I4EW HDPE ?0f APPROX. NEW HDPE
PVC PIPE
5' MIN. COV
DEPTH OF WATER © SURVEY 4.0'
D.LP. 11TH FIELD
LOK GASKET PIPE
PROFILE VIEW
JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WATERLINE
NOT TO SCALE
CS: 139A
CS: 1231

I

N I `?CN?
C
I
I I
Elf I LLJ I W
_> i O > 0 Q
?'iN _
CCiN W
W
o
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(n
L'
j
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L
?
LiJ I LL L
L
D I Li

z l LLl D
Z
m
m
1 l
1
1
5' MIN.
BAY VALLEY ROAD
(BRIDGE)
? RIP RAP'
t = la i
7-77
PLAN VIEW
1
,-
I I
N
I
?I w ml
>
O z
>
:
SIN i
SIN
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I W I
WIC
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V Di

WIC
z
l
m
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M
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1
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I
I
(S.R. 2159)
WETLAND FLAG, TYP.
AREA = 8,180 SO. FT
EXISTING PAVEMENT
3' MIN.
ONE 20' JOINT
OF DIP
z0'
NEW HDPE
PVC PIPE
PTH OF WATFR 0 SURVEY 4
10'
APP ROX.
1 EXISTING
5' MIN.
NEW HDPE
PROFILE VIEW
3' MIN.
I ONE 20' JOINT
OF DIP
z0-
NEW HDPE
PVC PIPE

s•?
\?N
JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WATERLINE
NOT TO SCALE
CS :30
CS :1225, 1238
?•,? iN i iCV
W
fYrW ?wrw af' Wi jiZ
EE?O Z W ?i0 ?iN
N O N i
1 ?r cr
w i r N F- L'i w [if co "i Lam' (? r () i w
:W v rW D:Wig ?iIW Wig W, ?
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m Z:? IQm co
iCE)
r
TOE
11 O
WETLAND FLAG, TYP.
-00
AREA = 390 SO. FT,
? P s•
?Py 5' MIN. FROM END PIPES
PLAN VIEW
EXISTING PAVEMENT
3' MIN. COVER + 3' MIN. COVER
J?O
O
70'- qAA ??? ao•
?0 6 RCP RCP ?'
PVC PIPE ODI.P. WITH FIELD K GASKET PIPE t APPROX. O O D I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE
5' MIN. COVER
DEPTH OF WATER CP SURVEY 2'
DIP. WITH FIELD HARNESS RESTRAINT (TYP.)
.
LOK GASKET PIPE
PROFILE VIEW
JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WATERLINE
NOT TO SCALE
CS :31A
CS :1239
?l l C
I
fT1
m
?I
N l ,U
ol<
ml17-1
N
5' MIN.
PLAN VIEW
FLAG. TYP.
I
rim
-TIIC
I
Fri (f)
i7 I rl
olm
F*T I
fl
BAY VALLEY
5' MIN. FROM END PIPE
AREA = 300 SO. FT.
TING PAVEMENT
3' MIN. COVER 3' MIN. COVER
J?O
O
70'- '9,OA G? zo'-
PVC PIPE D.LP. WITH FIELD ?0APPROX. 24" D.I.P. WIT FIELD I ?j PVC PIPE
LOK GASKET PIPE 1I r' LOK GASKET PIPE
5' MIN. COVER
D.I P. WITH FIELD HARNESS RESTRAINT (TYP.)
.
LOK GASKET PIPE
Z7
Fri
I fzTl
T1I C
I
ol?
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root , J
i
rTlI
r*llC
ZJI (Tl
NI 70
of
IFn
ma
NI
I
(S.R. 2159)
PROFILE VIEW
JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WATERLINE
NOT TO SCALE
CS: 132A
CS: 1226
005
2
G?
I N I I ?- IN°``
w cj I ? I w Iw / .
w z w z z z ./
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5' MIN.i
SII. rldll,
5' MIN. FROM HEAD WALL RIP RAP
dll,
1 AREA = 7200 S0. FT.
`Y,'ETLAND FLAG, r?rP. PLAN VIEW
STING PAVEMENT
3' MIN. l ; 3' MIN.
-? I
9
qq I
po J?O
15'
WITH FIELD 4- APPROX. ?O D.I.P. WITH_FIELD27--PVC PIPE
GASKET PIPE I I V L )K GASKET PIPE
5' MIN.
D.I.P. WITH FIELD
LGK GASKET PIPE
HARNESS RESTRAINT (TYP.)
PROFILE VIEW

' CS. 1143
P 1'
"N'l 3-37' 09" 1,

V ; 78-12' 16"

1'lI7 I
• t
I •'

? I
J
7
I
I
CS 1285 •
35-36' 28"
N •

" '
-1 V 14"
W 78
- CS 1273 '
Ccai:. N 35-36'
W 78-11' 33" L

' ??,
•
CS.1149 ?
CS 1173; N 35-36' 05"
N 35-361' 0.5"
" • '
W 78,11'42
• W 78-11' 50"
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a
.
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CS 1154
N 35-35' 21"

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St??E?fl
G

SCALE: NTS SITE TOPOGRAPHIC MAP FIGURE NO
SOURCE: USGS 7.5 Min Kenly West Quad. &N 0 Little River Water District Project 2
SOURCE DATE: CCO = Johnston County, North Carolina
Sheet
DATE:
June, 2005 ENVIRONMENTAL SERVICES
ENGINEERING-TES71NG JOB NO. 133-05-140
5 Of 1 i
JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WATERLINE
NOT TO SCALE
CS:43B
CS:1143 s
°oa
I I I
?I Icv
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F F
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1 I 1
OLD BEULAH ROAD
5' MIN. FROM END PIPE
(S.R. 1934)
WETLAND FLAG, TYP.
PLAN VIEW
AREA = 680 SO. FT.
3' MIN. COVER
EXISTING PAVFMFNT
1 3' MIN. COVER
-20'-1 qAA 3-30" -=?-
PVC PIPE D.LP. WITH FIELD ?? APPROX. RCP ? D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE ?? ?'•, ?'•, ??\? LOK GASKET PIPE
5' MIN. COVER ,
DEPTH OF WATER 9 SURVEY 2' ?
HARNESS RESTRAINT (TYP.)
D.I.P. WITH FIELD
LOK GASKET PIPE
PROFILE VIEW
JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WATERLINE
NOT TO SCALE
CS :153A
CS :1285
25
<zy
/IC6
Q
MOORE ROAD S. R. 2145)
5' MIN.
5' MIN. FROM END PIPE ?/
WETLAND FLAG, TYP.
AREA = 1,100 SQ. FT.
XISTING PAVEMENT
1 3' MIN. COVER
PLAN VIEW
ao'-1 9'?,p
I Qp '? RCP
PVC PIPE D.1 P. WITH FIELD ?- APPROX. 24'
LOK GASKET PIPE I l\
5' MIN. COVER
I
D.I.P. WITH FIELD
LOK GASKET PIPE
j 3' MIN. COVER
OJ
-zo'-
V
D.I.P. WITH FIELD PVC PIPE
+\? LOK GASKET PIPE
HARNESS RESTRAINT (TYP.)
PROFILE VIEW
co
5' MIN.
JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WATERLINE
NOT TO SCALE
CS :149B
CS :1273

HALES ROAD
?,?z (S.R. 2146)
AREA = 2,300 SQ. FT.
5' MIN. FROM END PIPE/
WETLAND FLAG. TYP.
PLAN VIEW
ISTING PAVEMENT
3' MIN. COVER
-20-I
PVC PIPE D.I.P. WITH FIELD
LOK GASKET PIPE
-1 36"
11(0{- APP ROX. RCP
5' MIN. COVER
I
D.I.P. 'NTH FIELD
LOK GASKET PIPE
PROFILE VIEW
1 3' MIN. COVER
r,O
V
D.I.P. WITH FIELD PVC PIPE
+\? LOK GASKET PIPE
HARNESS RESTRAINT (TYP.)
JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WATERLINE
NOT TO SCALE
CS :46A
CS :1149
SOOZ - am-uoYA
4-
I
I ?" I
Ir. I
Ir I
Icv
ui m lw w lw
>Iz
?°
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10
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to ?Iz
Io

wI IN

w
Q mIN

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?Iw cnl? w cwnl? cwnl,h
wl?
zl? wl?
ZG ?
`" Diu-
ZG wl?
ZID
Il' Im Im Im

OLD BEULAH 00
ROAD
(S.R. 1934)
? m
i
5' MIN.

5' MIN. FROM END PIPE WETLAND FLAG, 11P. ?
PLAN VIEW
AREA = 2,250 SO. FT.
EXISTING PAVEMENT
3- MIN. COVER
PVC PIPE D.I.P. WITH FIELD
LOK GASKET PIPE
to 1
f APPRO, .
DEPTH OF WATER 9 SURVEY 2.0'
f j 3' MIN. COVER
J
3-48" vet o
RCP G f -' '-
?? .I P. FIELD PVC PIPE
LOK GAS SKE ET PIPE
------------
5' MIN. COVER
D.I.P. WITH FIELD
LOK GASKET PIPE
HARNESS RESTRAINT (TYP.)
PROFILE VIEW
JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WATERLINE
NOT TO SCALE
CS : 159A
CS: 1173
I I ?, I I
IN I a I? IN
?IW mlW I `? ?IW 0_I
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cl? I m
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m
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L1) I Li W I LWi
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Im I Im
I I
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WOODRUFF ROAD
GUIDE RAIL (BRIDGE) GUIDE RAIL
(S. R. 2129)
5' MIN. I . I L?
RIP RAP -
12" RCP
5' MIN. FROM HEAD WALL,/
DRI VEWAY
PLAN VIEW
EXISTING PAVEMENT
3' MIN.
_.zo•_I
PVC PIPE R.J. DIP
PTH OF WATER @ SURVEY
15'
APP1ROX.
1
5' MIN.
3' MIN.
R.J. DIP PVC PIPE
swiG
R.J. DIP
POTENTIAL HABITAT FOR ENDANGERED MUSSEL
IDENTIFIED IN JULY 12, 2004 THREATENED AND PROFILE VIEW
ENDANGERED SPECIES ASSESSMENT PREPARED
BY S&ME. INCLUDED IN EA FOR LITTLE RIVER
WATER DISTRICT, REVISED OCT. 2004.
JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WATERLINE
NOT TO SCALE
CS :49A
CS :1154
cn
1 17; DDI CDI
?I CI CZ CZ
C iZ C iZ ? cIm c -Ti
TI IFTI - l
Mac N T r?ir m:ccn m
? e
M
i ?:u) ? m
N ;
I 1 I I
0 0?? 0
Zim-r? zim ?im Z1IK?r1
rTliN mIN I 91'17 m
I I ?I NI
NI ?I 1 1
1 1 I
I I I I
? ? 1 1
OLD BE LAH ROAD (S.R. 1934)
(BR DGE)
5' MIN.
RIP RAP
AREA - 4.900 SO. FT.
PLAN VIEW WETLAND FLAG, TYP.
EXISTING PAVEMENT
3' MIN. COVER 3' MIN. COVER
BRIDGE
ONE 20' JOINT I O?
OF DIP Jo ?? ONE 20' JOINT
-,o- OF DIP
A? 20' V ?•-
PVC PIPE NEW HDPE 0 APPROX. NEW HDPE
PVC PIPE
+ 5' MIN. COV
DEPTH OF ''WATER 0 SURVEY 5'
NEW HOPE
PROFILE VIEW
CS 1253 CS 12541
•f ,
N15-36' 27" N 35-36' 26
W 78-09'43" W 78-091'36'1 i ` ;Gent
S
CS 1255
•
I 2
N 35-36'13"
11
1• W 78-09'23"
! I J
• I ii i'
L'ettl?thtu«n ,.' ::Corn r --
CS ;1.262",
; III:; - ?I;n,.; T:, •
,.,
N 35-35'46'
1.
Ch* ' W 78-09'4W --
I :
I f
C5 1293's? s.
N 35-34'43"'-.1
l
W 78-10' 20" .Ija?I
""` NTS
SOURCE: USGS 7.5 Min Kenly West Quad
SOURCE DATE: CCO
DATE: June, 2005
ENVIRONMENTAL SERVICES
ENGINEERING -TESTING
FIGURE NO
SITE TOPOGRAPHIC MAP
Little River Water District Project 2
Johnston County, North Carolina
Sheet
NO. 133-05-140 6of11
JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WATERLINE
NOT TO SCALE
CS : 088A
CS : 1253
5' MIN.

> Z
> Z W
> O
>
_

N _

N Q
cr N O
?N

WLl
U) Ll W
W?
V) L'i W Lj
V) W
:D L, W Lj
N
W? W? N WL,
Z W?
Z
Z
m Z:D
ED m
0]
GLENDALE ROAD (S. R. 2110)
(BRIDGE)
- 5' MIN. FROM HEAD WALL
yl1 1???

PLAN VIEW WETLAND FLAG, n?.J
AREA = 4,000 SQ. FT.
TYP.)
PROFILE VIEW
JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WATERLINE
NOT TO SCALE
CS : 88B
CS: 1254
1 N I •-
wiz >Off
Iz
S _
L
O
IN IN Q
WI
InI(if WI
wla:
L
I
W

WILL I
Z)IL
WIW -
U)
Z1? ZIZ)
I co ICD

GLENDALE ROAD
(BRIDGE)
t'L.
AREA = 4,400 SQ. FT.
5' MIN.
.- ?N
-N- a? ? ??
> w
IZ w jjZ
c) 64 N
(I%jl? (ljl?
Z? ?ILWL
WI? LL WILL
Zlz) ZIP
11 CD IQ]
?
(S. R. 2110)
\\5' MIN. FROM HEAD WALL VETWO MG TM
PLAN VIEW
EXISTING PAVEM
3' MIN.
ONE 20' JOINT
OF DIP
-zo'-
NEW HDPE
PVC PIPE
3- MIN.
ONE 20' JOINT
J?'? OF DIP
?O
1 v -20
EXISTING NEW HDPE
5' MIN. PVC PIPE
IJEW D
PROFILE VIEW
JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WATERLINE
NOT TO SCALE
CS :89A
CS 1255 a
ye
I
?I I
cuI
c I
?I I
ICI

c Iz c z
mi -a
c iz
c Iz
-Tilc
?Im 9Ic
?Im m -1 IC
I mic
M I

rv I
OI-
NI?7
01- m
r? I?
OI, m
NIA
OI,
PVC PIPE
EXISTING PAVEMENT
3' MIN. COVER 3' MIN. COVER
O
60"
--;I qAA CMP
Q? 10' /
D.I.P. WITH FIELD f APPROX. D.I.P. MATH FIELD PVC PIPE
D.'
LOK GASKET PIPE I I+\? LOK GASKET PIPE
fl 5' MIN. COVER
HARNESS RESTRAINT (TYP.)
D.I.P. WITH FIELD
LOK GASKET PIPE
PROFILE `VIEW
AREA = 1,250 SO. FT.
JOHNSTON COUNTY
CROSS SE CTIONS FOR NEW WATERLINE
NOT TO SCALE
CS : 74B
CS: 1262
9

i N C'q

>i0 W
0 >
0
i ?i W
O
>
?N N
?
i
r Q ?rN i
?rN
r
Wi? W? W r
(niW U) [if

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Li r

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WiW -
Wiry (n W?? ?i?
W l L

co
Zim ZiQ] -
ZiQD

OLD NC 22
(BRIDGE)
5' MIN.
A HEAD WALLS -------

11,
.111,
AREA = 3,450 S0. FT. PLAN VIEW \
`WETLAND FLAG, TYP.
NG PAVEMENT
3' MIN.
ONE 20' JOINT
OF DIP
zo'
NEw r+OPE
PVC PIPE
5IN.
5'TH OF WATER C, SURVEY 2.0'
NEW HDPE
1 3' MIN.
I ONE 20' JOINT
Of DIP
10'
NEW HDPE
PVC PIPE
PROFILE VIEW
JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WATERLINE
NOT TO SCALE
CS :69B
CS :1293
?a.
I I
I I
I 1
I N I
?I W ?I
W Li
_?: ZO >:O
IZ: N ?ifv
W (n W
p: Ll- Dih
Li L- Z!D wi7)
I zl7)
Im Im
5' MIN.
Q
W
fY
U)
WEAVE ROAD
(BRI GE)
AREA a 3.450 SO. FT.
tn.w na rn. \
PLAN VIEW
EXISTING PAVEMENT
ONE 20' JOINT
OF DIP
NEW HDPE
PVC PIPE
1 3' MIN.
SURVEY
23'
APPROX.
EXISTI'
5' MIN. _
1
NEW HDPE
I I
I I
I I
I I
I .- I N
W LLJI W
7 >I Z
O O
4 I N 1
WI
?I
bI w ?i tl
wl ? W I LL.
ZID Z!D
CID i?
I
(S. R. 2144)
j 3' MIN.
ONE 20' JOINT
OF DIP
NEW HDP 10'
E
PVC PIPE
PROFILE VIEW
Cem i .
I
f ! rI
I
_ I
- ?f r.? lit
Cem
Cem '+---- .`
CS 1164
N 35-35'26"
r-_Cem. W 78-13'37" _ f; 12
CS 1160 I,
1 C?ni
r .T
` = J N 35-34' S6"
W 78-12'4:9"
I -
l':Ccm
I
SCALE: NTS SITE TOPOGRAPHIC MAP FIGURE NO
SOURCE: USGS 7.5 Min Kenly West Quad. Little River Water District Project
Johnston County, North Carolina
JIM
souRCeDnTE: CCO ==
Sheet
DATE: ENVIRONMENTAL SERVICES 133-05-140
June, 2005 ENGINEERING-TESTING 7011
JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WATERLINE
NOT TO SCALE
CS :154B
CS : 1164

o=
at
N

L? I W ?W :W
?
j:Z
O
0
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ch?N [ifi
IV
, CCi
:N FCf 0
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i W
iQf
cf) iW
w?? Cf
AW Lv (f) ED
DIW (-f)iW
?IL-
Zi? Z?? (n Zip Z?Z
m ;m m .m

WOODRUFF ROAD (S.R. 2129)
(BRIDGE)
5' MIN.
?? 5' MIN. FROM HEAD WALL
PI ANI \/If71A/
P`
D
PROFILE VIEW
PE
i
JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WATERLINE
NOT TO SCALE
CS :52B
CS :1160
/
z
,V lit-,0 z
0 z

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OLD BEULAH ROAD (S.R. 1934)
5' MIN.
5' MIN. FROM HEAD WALL
j
WETLAND FLAG. TYP.
PLAN VIEW
AREA = 810 SO. FT.
3' MIN. COVER
PVC PIPE D.I P. WITH FIELD
LOK GASKET PIPE
aA.O
\f APPF
EXISTING PAVEMENT
3' MIN. COVER
J
36" _ o-
RCP I {
D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE
1
5' MIN. COVER p?
\HARNESS RESTRAINT
DIP. WITH FIELD (TYP.)
LOK GASKET PIPE

CS 1319 is - _
: ?
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SCALE: NTS SITE TOPOGRAPHIC MAP FIGURE NO
SOURCE: USGS 7.5 Min Kenly West Quad. &N 0 Little River Water District Project 2
SOURCE DATE: CCO Johnston County, North Carolina
Sheet
DATE: ENVIRONMENTAL SERVICES JOB NO. 133-05-140
June 2005 ENGINEERING -TESTING 8 Of 1l
JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WATERLINE
NOT TO SCALE /4i
CS :172B CS :1319
HAWKINS ROAD
5' MIN. FROM END PIPE
PVC
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(S. R. 2134)
AREA = 2,300 SQ. FT.
PLAN VIEW
WETLAND FLAG, T1P.
EXISTING PAVEMENT
3' MIN. COVER 3' MIN. COVER
J?O
2-60" 0
zo' qAA C M P V? zo'-
D.I P. IMTH FIELD APPROX. \?G D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE I+\? LOK GASKET PIPE
tl 5' MIN. COVER
D.I.P. WITH FIELD HARNESS RESTRAINT (TYP.)
LOK GASKET PIPE

PROFILE VIEW
JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WATERLINE
NOT TO SCALE
CS: C065A
CS :2165

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5' MIN. FROM WING WALL AREA = 700 SO. FT.
PLAN VIEW
/iI L
WETLAND FLAG. TYR J y'?
EXISTING PAVEMENT
3' MIN. COVER + 3' MIN. COVER
2-BOX CULVERTS J?O
8' X 8' p
.V
7D.I.P. PATH FIELD APP OOX D LP. 'L1TH FIELD PVC PIPE
LCK GASKET PIPE LOK GASKET PIPE
Ff?- 5' MI.N. COVER
D I P. WITH FIELD
LOK GASKET PIPE
HARNESS RESTRAINT (TYP.
PROFILE VIEW
JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WATER LINE
NOT TO SCALE
CS :66
CS :1313
' zoos
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j 3' MIN. COVER
CM
' -q% 120
?0 12'
ONE 20' JOINT f APPROX.
OF DIP
]o NEW HOPE
PVC PIPE 5' MIN. COVE
DEPTH OF WATER (D SURVEY 5'
NEW HOPE
WETLAND FLAC, TYP.
XISTING PAVEMENT
3' MIN. COVER
?O
OJ
V?
ONE 20' JOINT
OF DIP
+\? 70
NEW HOPEI
PVC PIPE
PROFILE VIEW
JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WATERLINE
NOT TO SCALE
CS: C059B
CS :2147

1
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5' MIN.
5' MIN. FROM END PIPE
WETLAND FLAG, TYP. J
3' MIN. COVER
-I qAA I 2-84„
1 CtdP
8.5'
V'l T}1 FIELD APP OX.
GASKET PIPE I
i 5' MIN. COVER
D.I.P. AITH FIELD
LOK GASKET PIPE
PROFILE VIEW
(S.R. 2137)
AREA = 1000 SQ. FT.
EXISTING PAVEMENT
3' MIN. COVER
?O
G o
D.LP. WITH FIELD PVC PIPE
LOK GASKET PIPE
ARNESS RESTRAINT (TYP.)
JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WATERLINE
NOT TO SCALE
CS :222B
CS :2122

??Z W? ?'?Z WIZ
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LIZZIE MILL ROAD (S.R. 2335)
(BRIDGE)
S MIN.
- - 5' FROM HEAD WALL
EXISTING PAVEMENT
3' MIN. + 3' MIN.
I
9
zo' AqP 10' p I-?o
PVC PIPE D.I P. WITH FIELD 0 APPROX. J?
GASKET PIPE Qp D.I.P. WITH FIELD PVC PIPE
LOK V LOK GASKET PIPE
EXISTING
5' MIN.
'TH of WATER 0 SURVEY 5' HARNESS RESTRAINT (TYP.)
D.I.P. WITH FIELD
LOK GASKET PPE
PROFILE VIEW

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-
CS 2089
N 35-31'37' C?rdi?lal ?i ..
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64

CS 2045 .
CS 2041
Cem N 35=31 07" "
'; N 35-31 08
a 78-11'
• • 48"
W 7811' 03"
,? =? - - ?''• ('. 1. SCALE: NTS SITE TOPOGRAPHIC MAP FIGURE NO

SOURCE: USGS 7.5 Min Kenly West Quad.
Little River Water District Project 2
IffM
souRCeOATE: CCO Sam Johnston County, North Carolina
Sheet
DATE: June 2005 EEN IRONMENTAL SERVICES JOB NO. 13305140
NGINEER NG TESTING -- - - 9 of 11
JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WATERLINE
NOT TO SCALE
CS :250A
CS :2089

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I
N
5' MIN.
4'/l
5' MIN. FROM END PIPE
PLAN VIEW
3' MIN. COVER
I
PVC PPE D.I.P. WITH FIELD
LOK GASKET PIPE
2-72"
9AA CMP
?0 7
0+ APPROX.
0
12LC
5' MIN. COVER
D 1. P. WITH FIELD
LOK GASKET PIPE
sOOZ
J'?N?rA
i
EXISTING PAVEMENT
3' MIN. COVER
r0
D.1 P. WITH FIELD PVC PIPE
LOK GASKET PIPE
HARNESS RESTRAINT (TYP.)

PROFILE VIEW
JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WATERLINE
NOT TO SCALE
CS: 261A
CS : 2045

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RAINS CROSSROADS (S.R. 2320)
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S MIN.
?111?
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PLAN VIEW
EXISTING PAVEMENT
3' MIN. 3' MIN.
I 7ING PAVEMENT
T 'Y'pA
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13' O

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f
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I EXISTING
5' MIN.
-7
D.I.P. RJ PIPE
PROFILE VIEW
HARNESS RESTRAINT (TYP.)
JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WATERLINE
NOT TO SCALE
CS :263B
CS :2041

N I
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m ?
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5' MIN.
I
WETLAND FLAG, TYP.
5' MIN. FROM END PIPES
PLAN VIEW
AREA = 2,500 SO. FT.
EXISTING PAVEMENT
3' MIN. COVER j 3' MIN. COVER
2-60" 70RCP
C?a0'-
10' 1- 1
PVC PIPE D I.. NTH FIELD 0 APPROX. C)
FIELD PVC PIPE
LOK GASKET PIPE T PIPE
ZLGASK
?i 5' MIN. COVER F
HARNESS RESTRAINT
DIP. WITH FIELD (TYP.)
LCK GASKET PIPE
PROFILE VIEW
r
I? tl? --? rl
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GS 20551 ' ,-GS•2054
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t/ 1. IN
SCALE: NTS SITE TOPOGRAPHIC MAP FIGURE NO
SOURCE: USGS 7.5 Min Kenly West Quad. Little River Water District Project ,Z
SOURCE DATE: CCO Johnston County, North Carolina
Sheet
DATE: June, 2005 ENGINEERING-ENVIRNMENTAL JOB NO. 133-05140
G TESTINGCES - 100f 11
JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WATERLINE
NOT TO SCALE
CS: 305A CS :#A 90, '

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5' MIN.
5' MIN. FROM HEAD WALL
PLAN VIEW
AVEMENT
3' MIN. COVER
1
I 2-60"
-zo'-1 'AA IN HEAD WALL
I A? 10'
PE D.I.P. WITH FIELD ->`" APPROX.
LOK GASKET PIPE
5' MIN. COVER
D.I.P. WITH FIELD
LOK GASKET PIPE
POTENTIAL HABITAT FOR
ENDANGERED MUSSEL
IDENTIFIED IN JUNE 13, 2005 PROFILE viEw
REPORT PREPARED BY S&ME.
3' MIN. COVER
?O
OJ I
V? 1-1-
(- ?
D.I.P. WITH FIELD PVC PIPE
LOK GASKET PIPE
HARNESS RESTRAINT (TYP.)
JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WATERLINE
NOT TO SCALE
CS :256A
CS :2055
i
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RAINS CROSSROADS o (S.R. 2320)

5' MIN. FROM END PIPE
g" RCP
PLAN VIEW
EXISTING PAVEMENT
N3
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} 2-60" RCP J?O
LOK GASKET 9A I IN HEAD WALL ?p
AD ?,, G i?-
O
PVC PIPE D.I.P. WITH FELD APPROX• D.I.P. WITH FIELD PVC PIPE
PIPE I\? LOK GASKET PIPE
DEPTH OF WATER 0 SURVEY 2'
POTENTIAL HABITAT FOR
ENDANGERED MUSSEL
IDENTIFIED IN JUNE 13, 2005
REPORT PREPARED BY S&ME.
5' MIN.
18" CMP c
5' MIN. COVER
D.I.P. PATH FIELD HARNESS RESTRAINT (TYP.)
LOK GASKET PIPE
PROFILE VIEW

RAINS CROSSROADS
JOHNSTON COUNTY
CROSS SE CTIONS FOR NEW WATERLINE
NOT TO SCALE
CS :256B
CS :2054
2 v /
W /N
/ /O O

D/w
v
? rV N
, m
m
(S.R. 2320)

p' MIN.
18" CMP
5' MIN. FROM ENO PIP K'ETLAND FLAG WET?pND FLAG
FENCE
PLAN VIEW

3' MIN. COVER EXISTING PAVEMENT
+ 3' MIN. COVER
?O

7a'- q'?,p
?? 2-48" RCP
IN HEAD WALL
11 ' J
G?
G
20'-
PVC PIPE D.I.P, WITH FIELD -f:
LOK GASKET PIPE APPROX. D.1 P.
? WITH FIELD PVC PIPE
+\
LOK G ASKET PPE
5' MIN. COVER
HARNESS RESTRAINT (TYP.)
O.I.P. WITH FIELD
LCK GASKET PIPE
PROFILE VIEW

JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WATERLINE
NOT TO SCALE
CS :270A
CS :2068
P

5' MIN. FROM END PIPE
3' MIN. COVER
_zo-J
DOK CAS VATH FIELD
L OK
POTENTIAL HABITAT FOR
ENDANGERED MUSSEL
IDENTIFIED IN JUNE 13, 2005
REPORT PREPARED BY S&ME.
PLAN VIEW it
EXISTING PA
Q A, /
/o
/ Al
3' MIN. COVER
-za
P. WITH FIELD PVC PIPE
GASKET PIPE
l ?O
54" ?OJ
CMP V
10'
'1 OX.
\r?G
0
5' MIN. COVER p?
D.I.P. WITH FIELD
LOK GASKET PIPE
PROFILE VIEW
HARNESS RESTRAINT (TYP.)
\ I
,
j
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i
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1
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t 1

1. CS 2025 '

t1
'' •. N 35-32'

W 78-10' 43."

01

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U
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o

7Y

1 l
rr?
,/
SCALE: NTS SITE TOPOGRAPHIC MAP
SOURCE: USGS 7.5 Min Kenly West Quad. &0 0 Little River Water District Project
SOURCE DATE: CCO Johnston County, North Carolina
DATE: ENVIRONMENTAL ICES JOE NO. 133-05-140
June, 2005 ENGINEERING -TESTING
FIGURE NO
2
Sheet
11 of 11
1I
I
k
JOHNSTON COUNTY
CROSS SECTIONS FOR NEW WATERLINE
NOT TO SCALE
CS: C217A
CS: 2025
1
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5' MIN -N-
HINNANT-EDGERTON ROAD (S.R. 1001)
;,:.1-
'.mot!.-:
5' MIN. FROM HEAD WALL RI.'RAP PLAN VIEW
J
WETLAND FLAG, TYP.
3' MIN.
ONE 201 JOINT
OF DIP
-M-
PVC PIPE NEW HDPE
APP OX.
5' MIN.
14EW HOPE PIPE
PROFILE VIEW

AREA = 1700 SQ. FT.
3' MIN.
ONE 20' JOINT
OF DIP
NEW HDPE
PVC PIPE
r J 3 5 j DWQ# Date 2 5 Who Reviewed: cLn Q
Plan Detail Incomplete 171 ??? 1'(? (?? lG'?? ?? 1 ??1 1 `? 1? a ?1 S t ?? tJU C ?' Cl `1 S Y111;'U I
? Please provide a location map for the project. / , V1 ` S n 0 `M V t1 C IN e n M l h
? Please show all stream impacts including all fill slopes, dissipaters, and bank st iltzadon on the site plan
? Please show all wetland impacts including fill slopes on the site plan.
Please indicate all buffer impacts on the site plan?• tr % n k" Q, PC N ?-'? 16 ? n '
? 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.
? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
? Please provide cross section details showing the 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 copies of the application, copies of the site plans and other supporting information.
Mitigation
? of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan. The
plan must conform to the requirements in 15 A NCAC 211.0500 and must be appropriate to the type of impacts proposed.
? Please indicate which 404 Permit the USACE would use to authorize this project.
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