20081041 Ver 1_401 Application_20080708

08 1 0 4 1
Highway 53 Utility Relocation
For Onslow Water and Sewer Authority
Nationwide Permit 12 and General Certification 3699
Pre-Construction Notification
Jurisdictional Delineation Request and Project Narrative
Name and Address of the Applicant:
Onslow Water and Sewer Authority
228 Georgetown Road
PO Box 1415
Jacksonville, NC 28540
Contact: Mr. Frank Sanders, Jr., PE
Telephone: [phone]
Fax Number: 910-347-0793
E-mail Address: [e-mail]
Name and Address of the Consultant:
WK Dickson
720 Corporate Center Drive
Raleigh, NC 27607
Contacts: Mr. George Lankford
Mr. Daniel Ingram
Telephone: [phone]
Fax Number: 919-782-9672
E-mail Address: [e-mail]
[e-mail]
E[N@R0W[NR
JUL 1 2008
DENR - WATER WAUTY
WETLANDS AND STDRMWATER BRANCH
W'?WK
community infrastructure consultants
•
•
June 27, 2008
Mr. Ian McMillan
NCDWQ - 401 Wetlands Unit
2321 Crabtree Boulevard
Suite 250
Raleigh, NC 27604
Dear Mr. McMillan:
WK Dickson is pleased to submit a jurisdictional delineation and Nationwide Permit 12 Pre-
Construction Notification for the NC 53 Utility Relocation project. The PCN is being submitted on
behalf of Onslow Water and Sewer authority (ONWASA). The project is being undertaken to relocate
a 12-inch waterline and 6-inch force main along NC 53 southwest of Jacksonville. NCDOT has
requested this utility relocation in advance of planned roadway improvements. The attached PCN
package includes: JD Report and Project Narrative, PCN Form, Supporting Figures, Wetland Data
Forms, Jurisdictional Determination Forms (Rapanos), Photo Log, and design plans. All impacts to
wetlands and streams are temporary and all impacted areas will be restored to pre-construction
contours and stabilized. The project meets all conditions of the NWP 12 and GC 3699.
Thank you for your prompt attention to this important project and please let me know if you have any
questions or require any additional information.
Sincerely,
W.K. Dickson & Co., Inc.
George K. Lankford O
Project Scientist &„?
cc: Mr. Brad Shaver, US Army Corps of Engineers
Mark Fisher, PE, WK Dickson Project Manager
Frank Sanders, Jr., PE, Onslow Water and Sewer Authority
File: 80122.00.RA I
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?UL 1 2008
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•
JURISDICTIONAL DETERMINATION
REPORT
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Jurisdictional Delineation Report
Highway 53 Utility Relocation
• This jurisdictional delineation (JD) report is submitted on behalf of Onslow Water and
Sewer Authority (ONWASA), Onslow County, NC.
Project Information
A team of experienced biologists conducted the waters of the US delineation in May 2008.
The study area was defined as extending approximately 50 feet from the edge of pavement
on either side of roadway along the proposed route. This delineation report presents our
delineation methods and results. Included as attachments are: project vicinity map, soil
map, Routine On-Site Determination Data Forms, 2007 Jurisdictional Determination Forms
(Rapanos), and site photographs.
)D Methods
jurisdictional waters of the US, including wetlands, are defined by 33 CFR Part 328.3 and
are protected by Section 404 of the Clean Water Act (33 USC 1344), which is administered
and enforced by the US Army Corps of Engineers (USACE). The delineation of jurisdictional
waters of the US was performed utilizing the Routine On-Site Determination Method as
defined in the Corps of Engineers Wetlands Delineation Manual. This technique uses a
three parameter approach, which requires positive evidence of:
¦ Hydrophytic vegetation
¦ Hydric soils
¦ Wetland hydrology
• The delineation of jurisdictional wetland boundaries on the site consisted of in-house
research and field investigations. In-house research included a review of information
sources such as US Geologic Survey 7.5 minute topographic quadrangle, aerial
photography, and National Wetlands Inventory (NWI) map. Subsequent to the in-house
review, wetlands and surface waters were delineated in the field utilizing the above stated
methodology.
JD Results and Discussion
The soil map units in the project area are shown on Figure 3 and include:
• Baymeade fine sand
• Craven fine loam, 1- 8 percent slopes
• Goldsboro fine sandy loam
• Lynchburg fine sandy loam
• Muckalee loam
• Norfolk loamy fine, 2 - 6 percent slopes
• Pantego mucky loam
• Rains fine sandy loam
• Stallings loamy fine sand
Wetlands and streams were delineated within the Baymeade, Craven, Muckalee, Norfolk,
and Stallings soil series. Muckalee, Pantego and Rains soil series are listed on the Onslow
County hydric soils list. Baymeade, Craven, Lynchburg and Stallings soil series typically
have hydric soil inclusions in depressions. .
Several streams and wetland areas are depicted on the USGS topographic quadrangles
• (Haws Run, 1981 and Jacksonville South, 1988). The project area drains into Blue Creek.
Five unnamed tributaries to Blue Creek are adjacent to the project. Subsequent to the in-
Jurisdictional Delineation Report
• Highway 53 Utility Relocation
house research a field investigation was performed to delineate waters of the US. Wetland
impact figures 4A-4L depict the results of the delineation.
Wetlands delineated throughout the project were non-riparian. These non-riparian
wetlands are roadside ditches that drain wetlands and/or are constructed through wetlands.
Routine On-Site Wetland Delineation Data Forms, 2007 Jurisdictional Determination
(Rapanos) data forms, and representative photographs are provided as attachments to this
JD Request
Several roadside ditches were investigated and determined to be ditches through upland
areas that did not contain hydric soils or wetland hydrology and did not convey flow from
jurisdictional wetlands. These ditches were not considered jurisdictional and were not
flagged or described.
Surface waters delineated include five unnamed tributaries to Blue Creek. These tributaries
are Relatively Permanent Waters (RPWs) and on average are 3 to 4 feet wide and 2 feet
deep at the Ordinary High Water Mark (OHWM). Unnamed tributaries 1 through 5 are
neither tidally influenced nor navigable within the project area.
Cultural Resources
The Southwest Historic District is located near the intersection of NC Highway 53 and
Justice Road (Figure 5). This identified cultural resource is district number 89001854
according to the National Register of Historical Places and site ON 947 (NR) according to
• the North Carolina State Historic Preservation Office. This historic district contains three
houses, the Southwest Primitive Baptist Church, the Southwest School, and two cemeteries.
The proposed utility relocation in the vicinity of the historic district is confined to existing
road right-of-way and includes 473 linear feet of excavation. The excavated trenches will
be restored to pre-construction elevations and stabilized. No clearing of forested
vegetation or shrubs is proposed. There will be no impacts to these cultural resources.
A review of State Historic Preservation Office (SHPO) files and National Registry of Historic
Places (NRHP) database did not reveal any additional cultural resources on the National
Register in the project corridor. SHPO files did include several potential historic properties
along the project corridor. These properties are all current or former residences. The
proposed utility relocation is confined to the existing road right-of-way and consists solely
of excavation and backfill and jack and bore installation. The NC 53 Utility Relocation
project will not result in any impacts to the potential historic resources.
Threatened and Endangered Species
Federally threatened and endangered species listed in Onslow County are shown in the
table below (USFWS, June 2008). No protected species were observed in the project area
during field investigations. Although disturbed roadside habitats could be considered
suitable for some fire dependent plant species such as rough-leaved loosestrife (Lysimachia
asperulaefolia); the proposed project is not likely to adversely affect any protected species.
Table 1. Federally Protected Species in Onslow County
•
2
•
Jurisdictional Delineation Report
Highway 53 Utility Relocation
Common Name Scientific name Federal
Status* Record
Status Potential
Habitat in
Pro'ect Area
Vertebrate:
American alligator Alli ator mississi iensis T (S/A) Current No
Eastern puma Puma concolor cou uar E Historic No
Green sea turtle Chelonia mydas T Current No
Leatherback sea turtle Dermochelys coriacea E Current No
Loggerhead sea turtle Caretta caretta T Current No
Piping plover Charadrius melodus T Current No
Red-cockaded
woodpecker Pico ides borealis E Current No
Shortnose sturgeon Acipenser brevirostrum E Historic No
West Indian manatee Trichechus manatus E Current No
Vascular Plant:
Coole 's meadowrue Thalictrum coole i E Current Yes
Golden sedge Carex lutea E Current No
Pondberry Lindera melissifolia E Current No
Rough-leaved loosestrife Lysimachia
asperulaefolia E Current Yes
Seabeach amaranth Amaranthus pumilus T Current No
• T (S/A) - Threatened due to similarity of appearance
E Endangered
T Threatened
JD Conclusion
•
The delineation performed in the Highway 53 Utility Relocation project area identified
non-riparian wetlands and surface waters of the US. In conjunction with the attached pre-
construction notification WK Dickson requests a jurisdictional determination on the above
described project area. Please contact George Lankford or Daniel Ingram prior to accessing
the property to arrange a site visit. If we can be of any further assistance, or if you should
have questions or require additional information, please feel free to contact us at:
919.782.0495,
[e-mail]
[e-mail]
3
•
PRE-CONSTRUCTION NOTIFICATION
FORM (PCN)
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0
•
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No. .08 1 0 4 1
(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 ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP12, GC 3699
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 Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
• 4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here:?
II. Applicant Information 15kll9 D
1. Owner/Applicant Information JUL 1 2008
Name: Onslow Water and Sewer Authority ,?ip:[ 8 04 I WY
mm, - AW ii Rt+iwi?wB?t?CM?
Mailing Address: 228 Georgetown Road S
P.O._Box 1415
Jacksonville. NC
Attention: Mr. Frank Sanders, Jr., PE
Telephone Number: 910-455-0722 Fax Number: 910-347-0793
E-mail Address: fsanderskonwasa.com
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: Daniel Ingram or George Lankford
Company Affiliation: WK Dickson
Mailing Address: 720 Corporate Center Drive
Raleigh, NC 27607
Telephone Number: 919-782-0495 Fax Number: 919-782-9672
E-mail Address: dingram&wkdickson.com glankfordg wkdickson.com
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Page 1 of 9
• III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Highway 53 Utility Relocation
2. T.I.P. Project Number or State Project Number (NCDOT Only): Not Applicable
3. Property Identification Number (Tax PIN): Project is located in existing right-of-way.
• 4. Location
County: Onslow Nearest Town: Jacksonville
Subdivision name (include phase/lot number):
Directions to site (include road numbers/names, landmarks, etc.): From Jacksonville, take
US-17 (Marine Blvd.) south. Stay right onto US-258 (Richlands Highway) for 1.4 miles
then continue on NC-53 South (Bur aw Highway) for 0.8 miles The project area is along
NC-53 between Old Maplehurst Road and Pony Farm Road.
5. Site coordinates (For linear projects, such as a road or utility line,
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): See attached project narrative oN
attach a sheet that
6. Property size (acres): The project corridor is approximately 8,500 feet long and 90 feet wide
(17.56 acres).
7. Name of nearest receiving body of water: Project waters flow to Blue Creek.
8. River Basin: White Oak, (HUC 03020106
(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/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: see attached project narrative
0
ow
Page 2 of 9
• 10. Describe the overall project in detail, including the type of equipment to be used: see
attached project narrative
11. Explain the purpose of the proposed work: see attached project narrative
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. There are no previous permit applications or jurisdictional determination
requests for this project.
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.
No future permit requests are anticipated for the proposed utility project although future
unkown work by NCDOT may have impacts See Item #11 on project narrative
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. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and. waters, and all streams (intermittent and perennial)
should 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:_ see attached project narrative
•
Page 3 of 9
• 2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
•
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Wetland Type of Wetland Located Distance
Impact Site (e.g., forested, within 100- to Nearest
Number marsh, year Stream Area of
(indicate on Begin End herbaceous, bog, Floodplain (linear Impact
ma STA STA Type of Impact etc. es/no feet acres
Temporary
1 3+35 3+55 excavation Maintained roadside No 400 0.0047
Temporary
2 3+83 4+91 excavation Maintained roadside No 340 0.011
Temporary fill and
3 21+54 25+04 soil disturbance Maintained roadside No 700 0.031
Temporary
4 27+50 28+44 excavation Maintained roadside No 230 0.029
Temporary fill and
5 33+75 34+38 soil disturbance Maintained roadside No 170 0.005
Temporary fill and
6 34+66 35+34 soil disturbance Maintained roadside No 80 0.006
Temporary
7 35+57 37+47 excavation Maintained roadside No 70 0.030
Temporary
8 40+38 41+16 excavation Maintained roadside No 200 0.007
Temporary
9 42+52 42+92 excavation Maintained roadside No 30 0.013
Temporary fill and
10 43+79 43+98 soil disturbance Maintained roadside No 120 0.002
Temporary fill and
11 44+34 44+74 soil disturbance Maintained roadside No 190 0.004
Temporary fill and
12 45+08 45+47 soil disturbance Maintained roadside No 260 0.004
Temporary fill and
13 45+80 46+23 soil disturbance Maintained roadside No 330 0.004
Temporary fill and
14 •46+54 46+94 soil disturbance Maintained roadside No 400 0.004
Temporary
15 49+57 50+15 excavation Maintained roadside No 280 0.012
Temporary
16 56+27 56+51 excavation Maintained roadside No 380 0.002
Temporary
17 60+34 61+05 excavation Maintained roadside No 830 0.008
Temporary
18 73+25 76+28 excavation Maintained roadside No 540 0.053
Temporary fill and
19 79+26 79+98 soil disturbance Maintained roadside No 1000 0.005
Temporary fill and
20 80+27 80+88 soil disturbance Maintained roadside - No 1100 0.008
Temporary
21 81+04 82+54 excavation Maintained roadside No 1200
Page 4 of 9
•
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Wetland Type of Wetland Located Distance
Impact Site (e.g., forested, within 100- to Nearest
Number marsh, year Stream Area of
(indicate on Begin End herbaceous, bog, Floodplain (linear Impact
ma STA STA Type of Impact etc. es/no feet acres
Temporary
22 82+75 83+05 excavation Maintained roadside No 1300 0.015
Temporary
23 83+27 84+48 excavation Maintained roadside No 1400 0.014
Temporary
24 84+98 86+00 excavation Maintained roadside No 1600 0.014
Temporary
25 86+00 86+32 excavation Maintained roadside No 1600 0.015
Temporary
26 87+18 87+21 excavation Maintained roadside No 1700 0.004
Temporary fill and
27 25+42 26+00 soil disturbance Maintained roadside No 70 0.008
Temporary
28 29+20 30+82 excavation Maintained roadside No 120 0.026
Temporary
29 30+89 31+30 excavation Maintained roadside No 0 0.005
Temporary
30 33+34 35+09 excavation Maintained roadside No 300 0.030
Temporary
31 38+35 38+60 excavation Maintained roadside No 100 0.032
Total Wetland
Impact acres 0.403
3. List the total acreage (estimated) of all existing wetlands on the property: 0.403 acres
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, 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. To calculate acreage, multiply length X width, then divide by 43,560.
•
Stream Impact
Number (indicate
on map)
Stream
Name
Type of
Impact
Perennial or
Intermittent? Average
Stream Width
Before Impact
Impact Length
(linear feet) Area of
Impact
(acres)
1 UT- 1 Temporary Perennial 10.4 22.5 0.005
2 UT - 3 Temporary Intermittent 2.5 38.4 0.002
3 UT - 3 Temporary Intermittent 2.5 43.5 0.002
4 =UT - 4 Temporary Perennial 7.3 W.5 0.006

Total Stream impact b length and acreage) 141.9 0.016
Page 5 of 9
•
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact
Site Number
indicate on ma Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc. Area of
Impact
acres
***No proposed open water impacts***

I
Total Open Water Impact (acres)
Stream Impact acres): 0.0169 (temp)
Wetland Impact acres : 0.403 (temp)
Open Water Impact (acres): 0.0
Total Impact to Waters of the U.S. (acres) 0.403 (temp)
Total Stream Impact (linear feet : 141.9
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
• the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
Not Applicable
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
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.): Not Applicable '
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): Not Applicable
Current land use in the vicinity of the pond: Not Applicable
Size of watershed draining to pond: Not Applicable
Expected pond surface area: Not Applicable
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
Page 6 of 9
• were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. See attached project narrative
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.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, 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 NCEEP 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/strm,gide. html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
See attached project narrative.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
• Amount of stream mitigation requested (linear feet): Not Applicable
Page 7 of 9
• Amount of buffer mitigation requested (square feet): Not Applicable
Amount of Riparian wetland mitigation requested (acres): Not Applicable
Amount of Non-riparian wetland mitigation requested (acres): Not Applicable
Amount of Coastal wetland mitigation requested (acres): Not Applicable
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ® No ?
2. 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
3. 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 ?
X. 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.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ? No
2. If "yes", 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.
* I Impact Required
Zone ,-...._e Multiplier
2
Total
* Zone 1 extends out 30 feet perpendicular
additional 20 feet from the edge of Zone 1.
3 (2 for Catawba)
1.5
the top of the near bank of channel; Zone 2 extends an
•
Page 8 of 9
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (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. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. Not Applicable
XII. 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.
Not Applicable
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
0 Is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ® No El
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
See attached project narrative.
XV. 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).
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 9 of 9
•
PCN NARRATIVE
0
0
PCN Narrative
• Highway 53 Utility Relocation
For Onslow Water and Sewer Authority
Nationwide Permit 12 and General Certification 3699
Pre-Construction Notification
Project Narrative
Name and Address of the Applicant:
Onslow Water and Sewer Authority
PO Box 1415
228 Georgetown Road
Jacksonville, NC 28540
PCN Section Ill. Project Information
Item #5: Site Coordinates
Crossing Latitude
(DD.dddddd N) Longitude
(DD.dddddd W)
Unnamed Tributary 1 to Blue Creek 34.7400821 -77.5028024
Unnamed Tributary 2 to Blue Creek 34.7413247 -77.4987599
Unnamed Tributary 3 to Blue Creek 34.7431897 -77.4928428
Unnamed Tributary 4 to Blue Creek 34.7438455 77.4905504
Unnamed Tributary 5 to Blue Creek 34.7458799 -77.4843395
• Item #9: Existing Conditions on the Site and General Land Use in the Vicinity of the
Project
Land use within the project vicinity is predominantly residential and commercial with
zones woodlands and agricultural lands. The proposed project is located within an existing
NCDOT right-of-way. The existing conditions are: maintained easement on the road
shoulder and ditches, small areas of upland scrub-shrub habitat, and small areas of upland
forested habitat. Wetlands within the right-of-way are disturbed herbaceous assemblage
due to periodic mowing. WK Dickson biologists delineated wetlands within the project
corridor and they are shown on Figure 4A through 4L and the attached plan set. The
impacted wetlands are adjacent to more natural wetland systems including non-riverine
wet hardwood forest and bottomland hardwood forest. The proposed project crosses five
stream channels that are conveyed beneath the road surface in culverts. These channels
are extensively modified and have been channelized and straightened.
Item #10: Project Description
The proposed project entails relocating a 10-inch water distribution main along NC
Highway 53 between Southwest High School near Old Maplehurst Road and Pony Farm
Road outside of Jacksonville, NC. More specifically, the water line work includes:
• Installation of 8,775 linear feet of 12-inch water main along NC Highway 53
between Old Maplehurst Road and Pony Farm Road, tying into an existing 14-inch
water main;
• Abandonment of 8,775 linear feet of water main along the same corridor;
• Construction of several cross connections to connect the proposed water main to
• the existing water distribution system. After the proposed cross connects are placed
PCN Narrative
Highway 53 Utility Relocation
• in service, the existing cross connects will be pressure grouted and abandoned in
place; and
• 25 water service lines will be switched to the proposed water main, seventeen of
which will be installed by moling under Highway 53.
The project also entails abandoning a portion of the 6-inch water main along Old
Maplehurst Road and converting it to a sanitary sewer force main. The alteration of the
system is consistent with the adjacent force main relocation required by the widening of
NC 53 and a separate water main project (12-inch Marine Corps Air Station (MCAS) water
main) for Onslow Water and Sewer Authority (ONWASA) that has already been permitted.
The existing 6-inch force main to be relocated is presently owned by Centerline Utilities
but will be acquired by ONWASA. NCDOT is requiring all cross-connects to the existing
water main (that is to be relocated) to be re-bored and reconnected to the relocated water
main. Given this requirement and considering the soon-to-be 12-inch MCAS water main,
ONWASA and WKD have determined that one cross-connect can be completely
abandoned.
This cross-connect is the existing 6-inch water line that runs parallel to Old Maplehurst
road and connects to the existing 10-inch water main (to be relocated) at the intersection of
Old Maplehurst Road and NC 53. ONWASA is installing a new 12-inch water main from
this intersection to the MCAS at Camp Lejeune. The new water main will connect to the
relocated water main that parallels NC 53. It will reside on the opposite side of Old
Maplehurst Road from the existing 6-inch water main. Its design and construction are
• being handled by others and it is already permitted and under construction.
The existing private force main that will be relocated adjacent to NC 53 and the new 12-
inch MCAS water main will share the same corridor and result in a conflict. The existing
force main runs along NC 53 and then parallels Old Maplehurst Road as shown on the
design plans.
The alteration of ONWASA's distribution system will eliminate the MCAS water main
conflict with the existing sewer force main by the following:
1. Severing the existing 6-inch water main adjacent to Old Maplehurst Road between
NC 53 and Springdale Drive. It will be disconnected at NC 53 and at the
intersection of Old Maplehurst and Springdale Drive. The new 12-inch MCAS
water main will be connected to the existing 6-inch water main at Springdale Drive
to offset the severing of this stretch of the 6-inch water main.
2. Reconnecting the services that are connected to the existing 6-inch water main to
the new 12-inch MCAS water main. Approximately 7 services will be impacted
and will be switched to the new 12-inch main prior to abandoning the 6-inch main.
3. Converting the abandoned 6-inch water main to a force main and connecting it to
the relocated section of force main at the intersection of NC 53 and Old Maplehurst
Road and connecting it back to the original force main at the intersection of Old
Maplehurst and Springdale Drive.
4. Removing the corporation stops and saddles on the abandoned 6-inch water main
and installing a repair clamp on the service taps to,make the converted force main
watertight.
5. Providing offset markers or signs to identify the force main. The signs or markers
• will notify that ONWASA should be contacted prior to excavating.
2
PCN Narrative
• Highway 53 Utility Relocation
6. The abandoned force mail will be emptied, disinfected and flushed, and
permanently capped.
Item #11: Purpose of Proposed Work
The purpose of the proposed relocation of the water and force mains is to prevent them
from being under pavement once the NC Highway 53 widening project is complete. The
relocation of both the water and force mains must be completed before the North Carolina
Department of Transportation (NCDOT) proceeds with the plan to widen Highway 53 in
the immediate future. Relocating both mains closer to the right of way limits will allow
ONWASA to have access to the mains for maintenance and repairs. The current location of
the PVC mains would subject them to being under pavement once the NC Highway 53
project is complete. Local NCDOT authority objects to PVC pressure mains being under
pavement.
In addition, the necessity of the relocation allows ONWASA to increase the pipe size from
10-inches to 12-inches to provide additional flow and pressure at a much lower cost since
NCDOT is responsible for the relocation and non-betterment. The upsizing is consistent
with long range plans, and provides a transmission loop with the 12-inch main extension to
the MCAS at Camp Lejuene and the Southwest elevated tank.
PCN Section VI. Proposed Impacts to Waters of the United States/Waters of the State
Item #1: Description of Proposed Impacts
• Thirty-one discrete impacts to wetland waters of the US are proposed (see table in PCN).
The impacts are all temporary excavation within the existing maintained right-of-way. The
total trench width within the wetland areas will be less than or equal to five feet. Limited
additional widths required at jack and bore locations are shown on the plans. No additional
ground disturbance is proposed within wetlands, although soil may be temporarily side cast
during construction. All side cast material will be backfiIled or removed from the wetlands
daily. The wetland areas will be restored to preconstruction elevations and stabilized with
an appropriate wetland seed mix. All general conditions of the Nationwide Permit 12 and
regional conditions will be adhered to during project construction.
Four stream impacts are proposed (see table in PCN). These stream channels are being
excavated because of the lack of adequate area to place jack and bore pits due to
horizontal space constraints to achieve entry and exit approach for directional bore and the
necessity for multiple service reconnections. The remaining stream crossings are either
being installed with directional drilling equipment or beneath the existing culvert. No
impacts to tidal streams or wetlands or Coastal Area Management Act (CAMA) Areas of
Environmental Concern are proposed.
PCN Section VII. Impact Justification (Avoidance and Minimization)
The proposed water and force main relocation is required to prevent them from being
under concrete following the completion of the NC Highway 53 widening project. The
mains must be relocated closer to the right of way limits to allow ONWASA to have access
to the mains for maintenance and repairs. Local NCDOT authority objects to PVC pressure
mains being under pavement.
is
PCN Narrative
• Highway 53 Utility Relocation
The linear nature of the proposed project makes impact avoidance difficult. The proposed
impacts to waters of the US are necessary and minimized. Stream impacts and riparian
wetland impacts have been avoided through the use of directional drilling and installation
below existing culverts.
The prohibitively high installation costs of directional drilling and right-of-way constraints
necessitate some wetland impacts. All proposed wetland impacts are located in disturbed
roadside wetland habitats. These areas are periodically mowed and existing utilities are co-
located within the road shoulder area. No impacts to forested wetlands or tidal wetlands
are proposed.
Impacts will be minimized through the use of strict erosion control measures and
adherence to BMPs and all general conditions and regional conditions.
PCN Section VIII. Mitigation
Item #1: Description of mitigation plan.
Thirty-one wetland areas and four streams will be temporarily impacted by the proposed
project (see table in PCN). The impacts are all temporary excavation within the existing
maintained right-of-way. The impact area is assumed to be the limits of disturbance
although within wetland areas vegetation will be cleared and the pipe trench will be
excavated. No grubbing/grading will take place within the wetlands and no additional
ground disturbance is proposed within wetlands, although soil may be temporarily side cast
during construction and disturbed by construction equipment. All side cast material will be
backfilled or removed from the wetlands daily. The wetland and stream areas will be
restored to preconstruction elevations and stabilized with an appropriate wetland seed mix.
All general conditions of the Nationwide Permit 12 and regional conditions will be adhered
to during project construction.
PCN Section XIV. Cumulative Impacts
The proposed project serves existing service areas and is not anticipated to serve any future
areas other than undeveloped or vacant lands in this zone that are currently accessible to
the existing water line and are anticipated to be developed or occupied through the
planning period. It is likely that future residential development will result in both
temporary and permanent impacts to water quality and waters of the US. The proposed
project may increase these impacts by allowing higher density residential development in
the service areas. These potential cumulative impacts are dependent on future population
trends and development standards and cannot be quantified. An as yet undefined road
project by NCDOT may also have unknown impacts to water quality and waters of the US.
•
4
•
FIGURES
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Wo Woodin ton loamy fine sand
Highway 53 Utility Relocation Legend
F%WK Soils Map 1 — Roads
WDICKSON Figure 3 — — streams
�ommunlly infrastructure consultants Feet Proposed 12 in Waterline.
0 500 1,000 2,000
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•
•
TP Highway 53 Utility Relocation 0 25 50
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• • •
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•
PHOTO LOG
0
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Highway 53 Utility Relocation
Onslow County, North Carolina
I•
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UT 5 upstream of NC 53.

•
•
•
Highway 53 Utility Relocation
Onslow County, North Carolina

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Highway 53 Utility Relocation
Onslow County, North Carolina
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•
Highway 53 Utility Relocation
Onslow County, North Carolina
0
Typical non-wetland roadside ditch.
Residential Development adjacent to NC 53.
•
DATA FORMS
•
0
•
•
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Highway 53 Utility Relocation Date: 5212008
Applicant/Owner: Onslow County County: Ons/ow
Investigator: Daniel Ingram State: NC
Do Normal Circumstances exist on the site? Yes X No Community ID: Forested Wetland
Is the site significantly disturbed (Atypical Situation)? Yes X No Transect ID:
Is the area a potential Problem Area? Yes No X Plot ID: D61WM
(If needed, explain in remarks.)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
Acer rubrum Canopy FAC Smilax rotundifolia Vine FAC
Li uidambar s raciflua Canopy FAC+ Cam psis radicans Vine FAC
Querous ni ra Canopy FAC
Li ustrum sinense Shrub FAC
M rica cerifera Shrub FAC+
Arundinaria i antea Herb FACW
Ath rium fflix-femina Herb FAC
Osmunda cinnamomea Herb FACW+
Boehmeria c lindrica Herb FACW+
Percent of Dominant Species that are OBL, FACW or FAC (excluding FAC-) 100
Remarks: Site is disturbed hardwoods with a dense understory of Smilax
HYDROLOGY
Recorded Data (Describe in Remarks:)
Stream, Lake or Tide Gauge
X Aerial Photographs
Other
X No Recorded Data Available Wetland Hydrology Indicators
Primary Indicators:
X Inundated
X Saturated in Upper 12 inches
X Water Marks
Drift Lines
Field Observations: Sediment Deposits
X Drainage Patterns in Wetlands
Depth of Surface Water: 2 (in.) Secondary Indicators (2 or more required):
Oxidized Root Channels in Upper 12 in.
Depth to Free Water in Pit: (in.) Water-Stained Leaves
Local Soil Survey Data
Depth to Saturated Soil: 0 (in.) FAC-Neutral Test
Other (Explain in Remarks)
Remarks: Stormflows concentrate at culvert beneath Hwy 53
•
• Project/Site: Highway 53 Utility Relocation Community ID: Forested Wetland
Date: 5/21/2008 Transact ID:
Plot ID: D61 WH
0
SOILS
Map Unit Name
(Series and Phase): Baymeade fine sand

Taxonomy (Subgroup): Arenic Hap/udu/ts Drainage Class: well drained
Confirm Mapped Type?
Yes
X No
Profile Description:
Depth Matrix Color Mottle Colors
(inches) Horizon (Munsell Moist) (Munsell Moist)
Mottle Texture, Concretions,
Abundance/Contrast Structure, etc.
0-12 10 YR 2/1 Sand loam
12-18 10 YR 2/1 Clay loam

Hydric Soil Indicators:
Histosol
Histic Epipedon
Sulfidic Odor
Aquic Moisture Regime
Reducing Conditions
X Gleyed or Low-Chroma Colors
Concretions
High Organic Content in Surface Layer in Sandy Soils
Organic Streaking in Sandy Soils
Listed on Local Hydric Soils List
Listed on National Hydric Soils List
Other (Explain in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation Present? X Yes No
Wetland Hydrology Present? X Yes No
Hydric Soils Present? X Yes No
Is this Sampling Point Within a Wetland? X Yes No
Remarks:
0
• DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
•
Project/Site: Highway 53 Utility Relocation Date: 512112008
Applicant/Owner: Ons/ow County County: Ons/ow
Investigator: Daniel Ingram State: NC
Do Normal Circumstances exist on the site? Yes X No Community ID: Forested Upland
is the site significantly disturbed (Atypical Situation)? Yes X No Transect ID:
Is the area a potential Problem Area? Yes No X Plot ID: D61WH
(If needed, explain in remarks.)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
Acer rubrum Canopy FAC
Pinus taeda Canopy FAC
M rica cerifera Shrub FAC+
Smilax rotundifolia Vine FAC

Percent of Dominant Species that are OBL, FACW or FAC (excluding FAC-) 100
Remarks:
HYDROLOGY
Recorded Data (Describe in Remarks:)
Stream, Lake or Tide Gauge
X Aerial Photographs
Other
X No Recorded Data Available Wetland Hydrology Indicators
Primary Indicators:
Inundated
Saturated in Upper 12 inches
Water Marks
Drift Lines
Field Observations: Sediment Deposits
Drainage Patterns in Wetlands
Depth of Surface Water: (in.) Secondary Indicators (2 or more required):
Oxidized Root Channels in Upper 12 in.
Depth to Free Water in Pit: (in.) Water-Stained Leaves
Local Soil Survey Data
Depth to Saturated Soil: >20 (in.) FAC-Neutral Test
Other (Explain in Remarks)
Remarks: No hydrology observed
0
• Project/Site: Highway 53 Utility Relocation Community ID: Forested Upland
Date: 5/21/2008 Transect ID:
Plot ID: D61WH
•
SOILS
Map Unit Name
(Series and Phase): Baymeade fine sand

Taxonomy (Subgroup): Arenic Hap/udults Drainage Class: well drained
Confirm Mapped Type?
Yes
X No
Profile Description:
Depth Matrix Color Mottle Colors
(inches) Horizon (Munsell Moist) (Munsell Moist)
Mottle Texture, Concretions,
Abundance/Contrast Structure, etc.
0-20 10 YR 3/3 Sand loam

Hydric Soil Indicators:
Histosol
Histic Epipedon
Sulfidic Odor
Aquic Moisture Regime
Reducing Conditions
Gleyed or Low-Chroma Colors
Concretions
High Organic Content in Surface Layer in Sandy Soils
Organic Streaking in Sandy Soils
Listed on Local Hydric Soils List
Listed on National Hydric Soils List
Other (Explain in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation Present? X Yes No
Wetland Hydrology Present? Yes X No
Hydric Soils Present? Yes X No
Is this Sampling Point Within a Wetland? Yes X No
Remarks:
0
•
•
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Highway 53 Utility Relocation Date: 5212008
Applicant/Owner: Onslow County County: Ons/ow
Investigator: Daniel Ingram State: NC
Do Normal Circumstances exist on the site? Yes X No Community ID: Ditch Wetland
Is the site significantly disturbed (Atypical Situation)? Yes X No Transect ID:
Is the area a potential Problem Area? Yes No X Plot ID: D21V/E
(If needed, explain in remarks.)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
Canx ludda Herb OBL
H droco le umbellata Herb OBL
H ericum mutilum Herb FACW
Po/ onum enns lvanicum Herb FACW
Juncus effusus Herb FACW+

Percent of Dominant Species that are OBL, FACW or FAC (excluding FAC-) 100
Remarks: Site is channelized and maintained regularly by residential mowing
HYDROLOGY
Recorded Data (Describe in Remarks:)
Stream, Lake or Tide Gauge
X Aerial Photographs
Other
X No Recorded Data Available Wetland Hydrology Indicators
Primary Indicators:
X Inundated
X Saturated in Upper 12 inches
Water Marks
Drift Lines
Field Observations: Sediment Deposits
Drainage Patterns in Wetlands
Depth of Surface Water: 6 (in.) Secondary Indicators (2 or more required):
Oxidized Root Channels in Upper 12 in.
Depth to Free Water in Pit: (in.) Water-Stained Leaves
Local Soil Survey Data
Depth to Saturated Soil: (in.) FAC-Neutral Test
Other (Explain in Remarks)
Remarks:
0
•
•
Project/Site: Highway 53 Utility Relocation
Date: 5/21/2008
SOILS
Community ID: Ditch Wetland
Transect ID:
Plot ID: D21WE
Map Unit Name
(Series and Phase): Stallings loamy fine sand

Taxonomy (Subgroup): Aeric Pa/eagwits Drainage Class: somewhat oorl
Confirm Mapped Type?
Yes
X No
Profile Description:
Depth Matrix Color Mottle Colors
(inches) Horizon (Munsell Moist) (Munsell Moist)
Mottle Texture, Concretions,
Abundance/Contrast Structure, etc.
0-8 10 YR 2/1 Mucky loam
8-12 10 YR 2/1 Mucky clay loam
12-18 10 YR 2/1 Sand clay

Hydric Soil Indicators:
Histosol
Histic Epipedon
Sulfidic Odor
Aquic Moisture Regime
Reducing Conditions
X Gleyed or Low-Chroma Colors
Concretions
X High Organic Content in Surface Layer in Sandy Soils
Organic Streaking in Sandy Soils
Listed on Local Hydric Soils List
Listed on National Hydric Soils List
Other (Explain in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation Present? X Yes No
Wetland Hydrology Present? X Yes No
Hydric Soils Present? X Yes No
Is this Sampling Point Within a Wetland? X Yes No
Remarks:
0
0
0
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Highway 53 Utility Relocation Date: 5212008
Applicant/Owner: Onslow County County: Onslow
Investigator: Daniel Ingram State: NC
Do Normal Circumstances exist on the site? Yes X No Community ID: Maintained Upland
Is the site significantly disturbed (Atypical Situation)? Yes X No Transect ID:
Is the area a potential Problem Area? Yes No X Plot ID: D24VE
(If needed, explain in remarks.)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
Eremochloa o hiuroides Herb Nl

Percent of Dominant Species that are OBL, FACW or FAC (excluding FAC-) O
Remarks:
HYDROLOGY
Recorded Data (Describe in Remarks:)
Stream, Lake or Tide Gauge
X Aerial Photographs
Other
X No Recorded Data Available Wetland Hydrology Indicators
Primary Indicators:
Inundated
Saturated in Upper 12 inches
Water Marks
Drift Lines
Field Observations: Sediment Deposits
Drainage Patterns in Wetlands
Depth of Surface Water: (in.) Secondary Indicators (2 or more required):
Oxidized Root Channels in Upper 12 in.
Depth to Free Water in Pit: (in.) Water-Stained Leaves
Local Soil Survey Data
Depth to Saturated Soil: >18 (in.) FAC-Neutral Test
Other (Explain in Remarks)
Remarks: No hydrology observed
is
• Project/Site: Highway 53 Utility Relocation Community ID: Maintained Upland
Date: 5/21/2008 Transect ID:
Plot ID: D21WE
•
SOILS
Map Unit Name
(Series and Phase): Stallings loamy fine sand

Taxonomy (Subgroup): Aeric Pa/eaquults Drainage Class: somewhat oori
Confirm Mapped Type?
Yes
X No
Profile Description:
Depth Matrix Color Mottle Colors
(inches) Horizon (Munsell Moist) (Munsell Moist)
Mottle Texture, Concretions,
Abundance/Contrast Structure, etc.
0-10 10 YR 5/3 Sand loam
10-16 10 YR 6/3 Loam sand
16-19 10 YR 6/3 10 YR 4/4 5% Sand loam

Hydric Soil Indicators:
Histosol
Histic Epipedon
Sulfidic Odor
Aquic Moisture Regime
Reducing Conditions
Gleyed or Low-Chroma Colors
Concretions
High Organic Content in Surface Layer in Sandy Soils
Organic Streaking in Sandy Soils
Listed on Local Hydric Soils List
Listed on National Hydric Soils List
Other (Explain in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation Present? X Yes No
Wetland Hydrology Present? Yes X No
Hydric Soils Present? Yes X No
Is this Sampling Point Within a Wetland? Yes X No
Remarks:
0
•
•
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Highway 53 Utility Relocation Date: 4172008
Applicant/Owner: Onslow County County: Onslow
Investigator: Ward Marotti State: NC
Do Normal Circumstances exist on the site? Yes X No Community ID: Shrub Wetland
Is the site significantly disturbed (Atypical Situation)? Yes X No Transect ID:
Is the area a potential Problem Area? Yes No X Plot ID: WB
(If needed, explain in remarks.)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
Li ustrum sinense Shrub FAC Lonicera japonica Vine FAC-
Acerne undo Shrub FACW Rubusa utus Vine FACU
Liriodendron tuli ifera Shrub FAC
Comus flodda Shrub FACU
Ulmus rubra Herb FAC
Li uidambar s raciflua Herb FAC+
Sambucus canadensis Herb FACW-
Juncus effusus Herb FACW+
Smilax rotundifolia Vine FAC
Percent of Dominant Species that are OBL, FACW or FAC (excluding FAC-) 73
Remarks:
HYDROLOGY
Recorded Data (Describe in Remarks:)
Stream, Lake or Tide Gauge
X Aerial Photographs
Other
X No Recorded Data Available Wetland Hydrology Indicators
Primary Indicators:
Inundated
Saturated in Upper 12 inches
Water Marks
Drift Lines
Field Observations: Sediment Deposits
Drainage Patterns in Wetlands
Depth of Surface Water: (in.) Secondary Indicators (2 or more required):
Oxidized Root Channels in Upper 12 in.
Depth to Free Water in Pit: (in.) Water-Stained Leaves
Local Soil Survey Data
Depth to Saturated Soil: (in.) FAC-Neutral Test
Other (Explain in Remarks)
Remarks:
0
• Project/Site: Highway 53 Utility Relocation
Date: 4/7/2008
Community ID: Shrub Wetland
Transect ID:
Plot ID: WB
•
SOILS
Map Unit Name
(Series and Phase): Stallings loamy fine sand

Taxonomy (Subgroup): Aeric Paleaquu/ts Drainage Class: somewhat oorl
Confirm Mapped Type?
Yes
X No
Profile Description:
Depth Matrix Color Mottle Colors
(inches) Horizon (Munsell Moist) (Munsell Moist)
Mottle Texture, Concretions,
Abundance/Contrast Structure, etc.
0-5 10 YR 6/2 Sand loam
5-18 7.5 YR 6/2 7.5 YR 5/4 5% Sand loam

Hydric Soil Indicators:
Histosol
Histic Epipedon
Sulfidic Odor
Aquic Moisture Regime
Reducing Conditions
X Gleyed or Low-Chroma Colors
Concretions
High Organic Content in Surface Layer in Sandy Soils
Organic Streaking in Sandy Soils
Listed on Local Hydric Soils List
Listed on National Hydric Soils List
Other (Explain in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation Present? X Yes No
Wetland Hydrology Present? X Yes No
Hydric Soils Present? X Yes No
Is this Sampling Point Within a Wetland? X Yes No
Remarks: Waste area along maintained landscape
0
•
•
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site:
Investigator:
Highway 53 Utility Relocation Date: 41712008
Ons/ow County County: Ons/ow
Ward Marotti State: NC
Do Normal Circumstances exist on the site?
Is the site significantly disturbed (Atypical Situation)?
Is the area a potential Problem Area?
(If needed, explain in remarks.)
Yes X No I Community ID: Disturbed
Yes X No Transect ID:
Yes No X Plot ID: WB
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
Eremochloa o hiuroides Herb NI
Medica o /u ulina Herb FACU

Percent of Dominant Species that are OBL, FACW or FAC (excluding FAC-) O
Remarks:
HYDROLOGY
Recorded Data (Describe in Remarks:)
Stream, Lake or Tide Gauge
X Aerial Photographs
Other
X No Recorded Data Available Wetland Hydrology Indicators
Primary Indicators:
Inundated
Saturated in Upper 12 inches
Water Marks
Drift Lines
Field Observations: Sediment Deposits
Drainage Patterns in Wetlands
Depth of Surface Water: (in.) Secondary Indicators (2 or more required):
Oxidized Root Channels in Upper 12 in.
Depth to Free Water in Pit: (in.) Water-Stained Leaves
Local Soil Survey Data
Depth to Saturated Soil: (in.) FAC-Neutral Test
Other (Explain in Remarks)
Remarks:
•
•
•
Project/Site: Highway 53 Utility Relocation
Date: 4/7/2008
SOILS
Community ID: Disturbed Upland
Transect ID:
Plot ID: WB
Map Unit Name
(Series and Phase): Stallings loamy fine sand

Taxonomy (Subgroup): Aeric Pa/eaquu/ts Drainage Class: somewhat poorly
Confirm Mapped Type?
Yes
X No
Profile Description:
Depth Matrix Color Mottle Colors
(inches) Horizon (Munsell Moist) (Munsell Moist)
Mottle Texture, Concretions,
Abundance/Contrast Structure, etc.
0-18 10 YR 6/4 Sand loam

Hydric Soil Indicators:
Histosol
Histic Epipedon
Sulfidic Odor
Aquic Moisture Regime
Reducing Conditions
X Gleyed or Low-Chroma Colors
Concretions
High Organic Content in Surface Layer in Sandy Soils
Organic Streaking in Sandy Soils
Listed on Local Hydric Soils List
Listed on National Hydric Soils List
Other (Explain in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation Present?
Wetland Hydrology Present?
Hydric Soils Present?
(Is this Sampling Point Within a Wetland?
Yes X No
Yes X No
Yes X No
Yes X No
Maintained landscape
0
r

HeleQ UWA Y 533 ? 90?ILI1 ?,?Y R,EL JCS R ON
FOR
JN83-lemJW WATIMIR AND BEWEIR A UT?HrOJRI Z''Y
J1 NIN JW CJUNZ'?Y, NO

(JIM AnLnLnEINM
MICHAEL LAZZARA
ME ? ? WL"-.1UW WLIL",IM
(?1nnMARVII?N7 TRnOTT
(?n nn
DDI?C?C?40L??
MARTIN ARAGONA9 JR.
RICHARD FARLEY
GREGORY HINES
LIONELL MIDGETT
VICINITY MAP
NTS
or (& 'N
BEFORE YOU DIG
STOP
CALL 1 800 882-4848
N.C. ONE-CALL CENTER
SHEET INDEX
SHEET NAME SHEET g
Cover - Cover --
INDEX 2
STA. 0+00 TO STA. 12+00 3
PROJECT LIMITS STA. 12+00 TO STA. 25+00 4
STA. 25+00 TO STA. 37+00 5
STA. 37+00 TO STA. 50+00 6
STA. 50+00 TO STA. 63+00 7
STA.63+00 TO STA. 76+00 6
STA. 76+00 TO STA. 86+75 9
FORCE MAIN STA. 0+00 TO STA. 10+50 10
FORCE MAIN STA. 10+50 TO STA. 23+50 11
FORCE MAIN STA. 23+50 TO STA. 36+50 12
FORCE MAIN STA. 36+50 TO STA. 39+83 AND MAPLEHURST TO SPRINGDALE 13
CROSS LINE RECONNECTION DETAILS 14
CROSS LINE RECONNECTION DETAILS 15
CROSS LINE RECONNECTION DETAILS 16
DETAILS 17
DETAILS 18
DETAILS 19
DETAILS 20
DETAILS 21
DETAILS 22
29@fR0wRp
IUL 1 2008
WETLANDS ANDSTORMWATE BRANC.4
FINAL DESIGN -
SAMMY PHILLIPS RELEASED FOR
PERMITTING
GENERAL NOTES
PROJECT DE5CRIPTiON
OWOW WATER AND SEWER AUTHORITY INTENDS TO INSTALL APPROXIMATELY 6.700 IF OF 12-INCH
WATER LINE AND 4,100 LF OF 6-IN04 FORCE MAIN ALONG HIGHWAY 53 BETWEEN OLD MAPLE HURS'T
ROAD AND PONY FAN/ ROAD.
THE MAN OBJECTIVES AND SCOPE OF THIS PROJECT ARE AS FOLLOWS:
1. TO RELOCATE EXISTING 10-x01 WATER LIE AWAY FROM FUTURE NCDOT WIDENING AND PROVIDE
BETTERMENT BY INCREASING 10-INCH WATER LINE TO 12-INOI WATER LINE.
2. TO RELOCATE EXISTING 6-INCH PVC FORCE MAIN AWAY MOM FUTURE NCDOT WDENINC
GENERAL NOTE:
ALL CONSTR UCT TO EE IN ACCORDANCE WITH ALL ONSEOW WATER AND SEWER AUTHORITY
STANDARDS AND SPECIFICATIONS.
ALL WATER MAINS WITHIN PUBLIC EASEMENTS SHALL BE OWNED, OPERATED d MAINTAINED BY THE
ONSLOW WATER AND SEWER AUTHORITY.
CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION.
ALL VALVES TO BE ABANDONED SHALL BE IN THE CLOSED POSITION, THE VALVE BON SHALL BE
FILLED WTH CONCRETE
EROSION CONTROL:
CONTRACTOR SHALL BE REQUIRED TO MAINTAIN EROSON CONTROL DEVICES AND TO PREVENT
SEDIMENTATION DAMAGE TO ALL ADJACENT PROPERTIES AND STREAMS IN ACCORDANCE YAM THE EROSION
CONTROL PLANS AND THE CURRENT NORTH CAROLINA EROSION AND SEDIMENTATION MANUAL. STANDING
WATER WTHIN THE PROJECT WITS SHOULD BE PREVENTED. ALL DISTURBED AREAS SHALL BE STABILIZED
AND SEEDED AND MULCHED AT THE DIRECTION OF THE ENGINEER
REFER TO SHEET 20 FOR EROSION CONTROL SEQUENCING, SEEDING SCHEDULNG MULCHING RATES k
FER71UZING RATES
N.C.D O
.T. CUSS I RIPRAP IS NOT REQUIRED FOR THUS PROJECT. CONTRACTOR SHALL USE FOP-RAP IF
SCOURING IS A CONCERN.
LAND DISTURBANCE SHALL BE MINIMIZED TO WIDTIS THAT ARE ADEQUATE FOR WATER LINE INSTALLATION
AND REPAIRS LIMITS O DISTURBANCE HAVE BEEN SHOWN ON THE DRAWINGS
TRAFFIC CONTROL:
CONTRACTOR SHALL FELLOW MANUAL O UNIFORM TRAFFIC CONTROL DEVICES AND NCDOT GUIDELINES WHEN
PERFORMING ALL WOOL WITHIN PRIVATE STREETS, OXBOW COUNTY STREETS AND NCDOT ROADWAYS
FENCES:
ALL FENCES WITHIN THE CONSTRUCT UNITS THAT REWIRE REMOVAL AS SHOWN ON THE PLANS WE TO
BE REPLACED WITH A FENCE OF EQUAL GUAMTY AS APPROVED BY THE ENGINEER
CONTRACTOR SHALL COORDINATE WITH AFFECTED PROPERTY OWNERS WHOSE FENCES WILL REQUIRE
TEMPORARY REMOVAL CONTRACTOR SHAL L PROVIDE TEMPORARY FENCE FOR BA%6CADINC LIVESTOCK, PETS,
ETC. UNTIL PERMANENT FENCE IS INSTALLED.
SUBSURFACE INVESTIGATIONS:
NNE CONTRACTION SHALL MAKE HIS/HER OWN INVESTIGATION AS TO THE SUBSURFACE CONDITIONS.
TRENCHES SHALL BE BACXFILLED AT THE ENO O EACH DAY.
BACK FILLING:
REFER TO DETAek TRENCHING SPEOFICATIONS.
WONTRACTOR SHALL BACKFILL WATER AND FORCE MAIN TRENCH AT THE END O EACH DAY, ESEEGALLY IN WETLAND AREAS
TILL LIT1E5:
CONTRACTOR SHALL CONTACT NC ONE-CALL AT I-BDD-632-4946 FOR UTILITY LOCATIONS PRIOR TO
CONSTRUCTION. CONTRACTOR SHALL ALSO NOTIFY ONSLOW WATER AND SEWER AUTHORITY DEPARTMENT O
IMPENDING WORK.
THE ENONEER HAS MADE ALL POSSIBLE ATTEMPTS TO LOCATE EXISTING UTILITIES. IT IS THE
CONTRACTOR'S RESPONSINUTY TO FIELD- RIFT THE LOCATIONS O ALL UTILITIES PRIOR TO CONSTRUCTION
AND TO NOTE ANY CONVICTS ANY DAMAGE TO UTILITIES INCURRED DURING CONSTRUCTION IS ME
RESPONSIBILITY DE THE CONTRACTOR AND S TO BE REPAIRED AT THE CONTRACTOR'S EXPENSE.
BEFORE BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL CONTACT EACH O THE UTILITY OWNERS IN THE
AREA O CONSTRUCTION RELATIVE TO THEIR UTILITY LOCATIONS THE CONTRACTOR SHALL PROTECT ALL
UTILITIES FROM DAMAGE CAUSED BY THEIR OPERATIONS NECESSARY ADJUSTMENT OR ALLOCATION OF
OUSTING UTILITIES, EXCEPT FOR CONTRACT ITEMS, WALL BE PERFORMED BY OTHERS THE CONTRACTOR
SHALL COORDINATE HIS WORK WITH OTHERS IN ORDER TO PROVIDE SATISFACTORY PROGRESS O THE
PROJECT.
BEFORE EXCAVATING AROUND GAS MAINS, CONTRACTOR SHALL CONTACT PIEDMONT NATURAL GAS. PNG WILL
SEND A CREW TO EXPOSE THE GAS MAN AND OBSERVE WORK.
J NES-ONSLOW OFFICE - [phone]
EMBARQ LOCAL OFFICE - [phone]
TIME WARNER CABLE (JACKSONVILLE) - (910) 353-35W
PIEDMONT NATURAL GAS - BRANDON CAVES - 1-252-639-7212
MINIMUM SEPARATION DISTANCES FOR WATER DIES FROM:
A. SANITARY SENOR - 16' VERTICAL OR 10' HORIZONTAL
B. STOMA SEWERS - 12' VERTICAL
D.I.P. WITH MECHANICAL JOINT ENDS MAY BE SUBSTITUTED WHERE SEPARATION DISTANCES BETWEEN THE
SANITARY SEWER LINE AND WATER LINE OR STORM SEWER CANNOT BE MAINTAINED. PIPE MUST BE WD
SUCH THAT FULL SECTIONS O PPE ARE CENTERED ON THE CROSSING PONT AND EXTEND A DISTANCE DE
10' ON EACH SIDE O THE POINT OF CROSSING.
CONSTRUCTION PHASING•
THE PROJECT SHALL BE SEPARATED INTO TWO PHASES TO FACILITATE NCDOT CONSTRUCTION FOR R-5023 ON
HIGHWAY 53 BETWEEN MONINGSI E DRIVE AND THE VILLAGE OAKS SUBDIVISION. THE NCDOT IMPROVEMENTS
PROJECT WALL CONSIST OF THE FOLLOWING PHASES IN ORDER O P60RITY:
SECT I- WIDEN TO 3-LANES FROM SR 1130 (OLD MAPIEHURST ROAD) TO SR 1116 (OXBOW PINES ROAD).
AISQ WIDEN FOR A 2-FOOT PAVED SHOULDER FROM R 1175 (MONNGSDE DRIVE) TO SR SR 1116 (ONSIDW
PINES TOAD).
SECTION 2- WIDEN TO }LANES FROM R 1116 (ONSOW PINES ROAD) TO SR 1212 (PONY FARM ROAD).
ALSO. WIDEN FOR A 2-FOOT PAVED SHOULDER FROM SR 1110 (ONSOW PINES ROAD) TO R 1105 (HAWS RIJN
ROW)
SECTION 3- MEN TO 3-LANES FROM R 1105 (HAWS RUN ROAD) TO SOUTHWEST MIDDLE SCHOOL ALSO,
WIDEN FOR A 2-FODT PAVED SHOULDER FROM R 1105 (HAWS RUN ROW) TO THE END O THE PROJECT AT
VILLAGE MAILER PARK.
PHASE 1 O MIS PROJECT O THE WATER MAIN RELOCATION FROM SOUTHWEST ONSOW HILL SCHOOL (STATION
0+00) TO EDWARDS LOOP ROW-EAST (STATION 59+29) AND THE FORCE MAIN RELOCATION AND ALTERATIONS
WO PHASE 2 IS THE WATER MAN RELOCATION FROM (STATION 59+29) TO PONY FARM ROW (STATION 86+75).
PHASE 1 SHALL BE COMPLETED IN ITS ENTIRETY 50 WALK ON SECTION 1 O NCDOT R-5023 CAN BEGIN.
EXISTING PUMP STATION AND FORCE MAIN NOTES:
AS NOTED IN THE CONSTRUCTION SEQUENCE, CONTRACTOR SHALL BE PREPARED TO BYPASS AND HAUL
WASTEWATER FROM SOUTH BRANCH PUMPSTATION AND DRAIN FORCE MAIN. FORCE MAIN CONNECTION WORK SHALL
BE PERFORMED DURING OF PEAK HOURS TO MINIMIZE PUMP AND HAUL OPERATIONS
FORCE MAIN THAT IS TO BE ABANDONED SHALL BE RUSHED AND DISINFECTED.
APPROXIMATE LENGTH O THE EXISTING 6' FORCE AMAIN FROM THE VALVE MANIFOLD TO ITS TERMINATION AT
SPRINGDALE DRIVE IS APPROX. 5035 FEET, THE PUMPSTATION IS EOUPPED W/DUPIEX 180 GPM SUBMERSIBLE
PUMPS AT APPNDC 52 FEET O TON. AVERAGE DAILY ROW (BASED ON WATER USE) IS IPM.
THE APPROMMATE LENGTH O THE FORCE MAIN TO BE WANTED, FLUSHED AND DISINFECTED IS APPROX. 4776
FEET.
CONSTRUCTION SEQUENCE:
THE FOLLOWING SEQUENCE IS RECOMMENDED TO FACILITATE THE PHASING O THE RELOCATION WORK. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING CONSTRUCTION SEQUENCE TO MINIMIZE INTERRUPTION
O SERVICE O UTILITIES.
PHASE 1
1. INSERT 10-INCH MAJNLINE VALVE ON EXISTING 10-NCI WATER MAIN NEAR STATION 59+50
2. INSTALL 12 INCH WATER LINE AND APPURTENANCES AND CROSS-LINES AND RELOCATE FORCE MAN
BETWEEN EDWADS LOOP ROAD AND INTERSECTION O OD MAPLEHURST ROAD AND NC 53 AND BORE
AND JACK ENCASEMENT AND INSERT CARRIER PIPE FOR NEW FORCE MAIN CROSSING UNDER OD
MAPLEHURST ROAD AT INTERSECTION OF OLD MAPLEHURST ROAD AND SPIWNDALE DRIVE
1 PRESSURE TEST 12-INCH WATER LINE AND APPURTENANCES AND CROSS-UNES
4. DISINFECT AND RUSH 12-NCH WATER LINE AND APPURTENANCES AND CROSS-LINES
S. SWITCH EXISTING WATER SERVICES OVER TO NEW 12-NCH WATER LINE AND WERE APPLICABLE
CROSS-UN 1
6. BLOW-OF 12-INCH WATER THAT PARALLELS OLD MARFPIRST ROAD BETWEEN NC 53 AND
SPRINGDA E DRIVE AS REQUIRED.
7. SWATCH SERVICES OVER FROM EXISTING 6-NCI WATER MAIN THAT PARALLELS OLD MAREHURST
ROAD BETWEEN NC 53 AND SPRINGDALE DRIVE TO EXISTING 12-INCH WATER MAN ON OPPOSITE SIDE.
B AS DON EXISTING 10-INCH WATER MAIN NID APPURTENANCES AND EXISTING CROSS-LINES AND
APPURTENANCES AS IDENTIFIED ON DRAWINGS.
A REMOTE SADDLES AND CORPORATION STOPS °N ABANDONED 6-INCI WATER MAN THAT PARALLELS
OLD MAPLEHURST ROAD BETWEEN NC 53 AND SPRNGDALE CALVE REPAIR TAPPED MAW WITH REPAIR
CLAMPS.
ID. CONNECT RELOCATED FORE MAIN AND NEW FORCE MAIN IN ENCASEMENT TO ABANDONED 6-NON
WATER MAN, TELPORAFOLY RESTR AIN PIPE ENDS AND PRESSURE TEST.
II. READY TEMPORARY BYPASS PUMP AND TANKERS FOR PUMP AND HALE OPERATION TO FACILITATE
EXISTING FORCE MAN CONNECT TO RELOCATED SECT ON THE UPSTREAM AND DOWNSTREAM
END. ANTI ATM ACTIVITIES INCLUDE BYPASS PUMPING FROM WETAELL OR FIRST UPSTREAM
MANHOLE TO STANDBY TANNERS AND HAWING WASTEWATER TO EXISTING DISCHARGE MANHOLE (W
SHOW ON DtAVANG5). BYPASS AND HAUL OMERATIONS SHALL BE CONTINUOUS SO WASTEWATER
SERVICE IS UNINTERRUPTED TO UPSTREAM CUSTOMERS.
12, AFTER BYPASS AND HAW OPERATION IS RUNNING, TEMPORARILY TAP EXISTING FORCE MAIN
UPSTREAM O CONNECTION POINT TO RELOCATED FORCE MAIN NEAR STATION G100 OR 39+53 TO
RELIEVE PRESSURE AND ALLOW FORCE MAN TO BE EMPTIED. TIE WASTE SHALL BE HAULED AND
DISCHARGED TO EXISTING DISCHARGE MANHOLE.
13, AFTER FORCE MAIN IS EMPTIED, CONNECT THE EXISTING PIPE ENDS TO THE RELOCATED SECTIONS AS
S HO ON THE DAWNS AND RESTORE PUMP STATION AND FORCE MAIN SERVICE
14. ME EXSTIND SECTION OF THE FORCE MAIN THAT O TO BE ABANDONED SHALE BE DISINFECTED AND
RUSHED AND PERMANENTLY CAPPED/PLUGGED ON BOTH ENDS
PHASE 2
1S INSTALL 12-INCH WATER LINE AND APPURTENANCES AND CROSS-LHES AND CONNECT TO EXISTING
14-INCH WATER ADJACENT TO PONY FARM ROAD.
16. PRESSURE TEST 12-INCH WATER LINE AND APPURTENANCES AND CROSS-UNES
17. DISINFECT AND FLUSH 12-NCH WATER LINE AND APPURTENANCES AND CROSS-LINES
1B SWITCH EXISTING WATER SERVICES OVER TO 12-NCH WATER LINE AND WHERE APPLICABLE
CROSS-LINES
19. ABANDON EXISTING 10-INCH WATER MAIN AND APPURTENANCES AND EXISTING CROSS-LINES AND
APPURTENANCES AS IDENTIFIED ON DRAWNGS
INDEX MAP EXISTING LEGEND EXISTING LEGEND
N TS ® YARD INLET W/ GRATE 0 UTILITY IRNPOSi
® IRRIGATION CONTROL VALVE ® ELEC. MX

DEAN OUT
0
MKR FIBER OPTIC MARKER
® SANITARY MH
® CABLE TV PEDESTAL
l
( }FIR
FIRE HYDRANT Q TRAF, JJNCT. BO(
® TRA. CNTRL CENT
WI POWER POE a TRAF. LIGHT POE
9 WATER VALVE ?
MCPIXE
® ELECTRIC BOX
MAILBOX
0 TELEPHONE PEDESTAL
1't LIGHT POE
® WELL WELL
-? SGN
WATER METER
e PHONE POE PROPOSED LEGEND
' Z VALVE
P.K. NM ?. FIRE HYDRANT
IRF ASPHALT REMOVAL
AND REPLACEMENT
XI IPF ® STEEL ENCASEMENT FOR TRADITIONAL BORE k JACK
WATER LINE
MONUMENT METER VAULT
-FM- SANITARY SEWER FORCE MAIN ® DIRECTIONAL BORE METHOD
-TCE- TEMPORARY CONSTRUCTION EASEMENT
_ry_ UNDERGROUND CABLE N -PE- PERIENANT EASEMENT
---T--- UNDERGROUND TELEPHONE
?_-_-_-__, STORM DRAIN PIPE EROSION CONTROL LEGEND
-OW OVERHEAD ELECTRIC -++ ROCX SILT OLEO( DAM
• /-?/'?/'?/\ TREELIKE
1 1 STONE INLET PROTECTION
C3 SILT BASIN
___W___ WATERLINE _ TEMPORARY SILT FENCE
--- UE --- UNDERGROUND ELECTRIC - -- UNITS O DISTURBANCE
\ /
-X-X- FENCE X TREE REMOVAL
/
\
EXISTING WETLANDS ^
TREE PROTECTION
FIB CURB
RELEASIff FOR WATER SURFACE ELEVATION OP CATCH BASH/ DROP INLET PROTECTION
PERMITTING
'I-/ COFFER DAM
NwNWH our NwX RELEASED FOR OAI
NTER DRIVE E
?ODONPONA7EGE.NC27507 7 HIGHWAY 53 UTILITY RELOCATION
MNF NTS RI F9G1NC 276
APPROVALS FOR THE INDEX MAP AND GENERAL NOTES
hC" ?N? ryn (H9i?a?5
71= DDICKSON ONACA aalHme SODDING ONSLOW WATER AND SEWER AUTHORITY
71=
DATE ComTIAmRy NhoWWeluro conWUILm?I CONSTRUCTION
V. NO. DESCRIPTION L
REVISIONS /? ^ RECORD OWG. ONSLOW COUNTY, NC 22

y
A? NOTES.

07 CY OF 6' PVC
EMST
0 ?
2 1. ASEE SHEET 13 FOR 6' MATER LINE
ABANDONMENT AND FORCE MAIN ALTERATIONS
.
.
TO RE OIOUT FILLED ?+ ALIXJC 0.D MAPLEHURST 10 SPRINCDALE.

UNDER XWY. 0.1 2. CONTRACTOR SHALL LOCATE UTILITIES EVERY
_
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HANSLEY HORTON LEE L TRUDIE 1
435611661292
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29 PETTEWAY JOEL CHANDLER L FAYE

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AERIAL CROSSING TO CONFIRM THE LOCATION OF STO
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1455 BURGAW HW Y 435611567123
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BY FROM R W ?. E%ISr. am CY OF P W 4
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FILLED UNDER HWY. 53 COLLAR I CLOSSUE CONNECTION WETLANDS

IMPACT
18
PHASE 1 PHASE 2
1EII pOAMY
STONE INLET
EDWARDS TONY KAY
434604949855
9
(APPROXIMATELY LY ® PROTECTION 1944 BURGAW HVY
INSTALL FENCE 75 LF I ACRES)
r
a
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KINSEY ESTHER L CROSSUNE CONNECTION r
EDWARDS ELBERT H
WILLIAM BARBER r 435613043979
435613142467 r
I 1916 BURGAW HWY
BURGAW HVV r
r 1I
PLAN VIEW
I"= 401
: FINA L DESIGN - RELEASED FOR PERMITTING
PROFILE: HORIZ: I"= 40 '
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50+00 90+50 51+00 51+50 52+00 52+50 57+00 53+50 54+00 51+50 55+00 55150 56+00 56+50 57+00 57+50 58+00 58+50 59+00 59+50 90+00 60+50 It, 61+50 62+00 62+50 63+00
n6[cr wvvm RMVUa aNC RELEASED FOR DATE
NTER DRIVE NVF P-47 72000RPtl RAIALEaNC HIGHWAY 53 UTILITY RELOCATION
ynR? JSGU NC 27 276o7 , 12" WATER LINE 7
Trc MARCH eo08 • V' ? [phone] APPROVALS
FOR THE
?° 14 WVDICKSON BIDDNG
HWF 90112aDPA Onrol«oLmXI ONSLOW WATER AND SEWER AUTHORITY
V.NO DESCRIPTION DATE FRX1- -- GemmunityY17WITNCturoCWIWNIImts NorthCordl- Georgia CONSTRUCTION
STA. 50+00 TO STA. 63+00 22
REVISIONS 6/30/80[8 So"m Caramo Romeo RECORD DVG. ONSLOW COUNTY, NC
1
PROP. 69 LF OF 2
T
S
EEL Ex4ASEYENT
®BDRE AIO JACR METH ?
(BORE NO.9)
SOVEREIGN GRACE BAPTIST CHAR

3
caN TO Nx MCC
WTH TH 70 IONE5-aLSLOWAOW EM 1 434604932482
2031 BURGAW HWY
CEM TERM WALTON

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PROP '
E IIW)RANT COMPANY TO BRACE/SUPPORT 1
?aei PQWEAP°LE ° 4 604930399
BURGA HWY NC 53 OEFORE YOU 1i
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PROP. 29 U OF
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1sr
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W

REMOV F SEE ® EDWARDS ESTATE.
NOTE: CREEK CROSSING TO BE
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PERFORMED UNDER DRY FLOW SOVEREIGGRACE A 21ST CHUR ;
434604932 lp. nro1122T 15'x25' ENTRY
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REPLACE N

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CONDITON DEWATER AND 2031 BURGAW WY qy

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PROP, 51 U OF 24'

ENCASEMENT BY ®
STEEL

W

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V (7YP.) ST COLLAR
17 THRUST COLLAR BO
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102 JUSTICE RD SR 1217
JUSTICE DONALD G 6 CATHE INE u
434604939939 .?.
WA ELIZABETH
1966 BURGAW HWY 46
434604944544
105 JUSTICE RD SR 1217
PLAN VIEW: I'= 40'
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67+00 67+50 64+00 64150 65+00 65450 66+00 66+50 67+00 67+50 68+00 68+50 89+00 69+50 70µ00 70+50 71+OD 71+50 72+00 72+50 73+00 77+50 74400 74150 75+00 75+50 76+00
FINAL DESIGN - RELEASED FOR PERMITTING
mF --40'` 720CORPORATE CENTER ptlK RELEASED FOR 0A7E HIGHWAY 53 UTILITY RELOCATION
RALEIGH, NC 27607 APPROVALS 12" WATER LINE
rc xAEH ro9 • 6? (9 792-0495 FOR THE 8
In4Frt°" 2IBN.OUA 2FIDICKSON Dmw L«alleac B100fNG ONSLOW WATER AND SEWER AUTHORITY
EV. NQ DESCRIPTION PATE IN[ NMI[ NJTI wW awnmunffy Inlrmhuatun -Itmb N"Ih Cardha G-gla CONSTRUCTION
REVISIONS 6730V2W8 Seam Cwdwa FMHX. RECORD OMG ONSLOW COUNTY, NC STA. 63+00 TO STA. 76+00
KINEV FRANCES D
434604930383
2051 BURGAW HWY
LYON DAVID LEE 6 TAMMY W
434604838312
2065 BURGAV HWY
CT 7 1' WATER
TO I WATE 7
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-
(APPROXIMATELY
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i
EXISTING
PROP. FIRE HYDRANT
ASSEMBLY
STA. 77+52W
KOLLMEYER LEWIS J L MARY L
434604838636
2060 BURGAV HWY
'52
r*IA9.AWOIq IV NRWN
NOTE:
I. CONTRACTOR SHALL LOCATE UTILITIES EVERY
50 FOOT AND TO A MINIMUM OF 4 FEET BELOW
GRADE BETWEEN STA 75+00 AND STA. 85+00 TO
CONFIRM THE LOCATION OF THE EXIST. 10-INCH
MAIN AND AVOID THE CONFLICTING WITH THE
10 INCH MAIN.
L WV-1 IS ABANDONED VALVE FOR THE
ABANDONED 10* WATER LINE. WV-2 IS THE Acnw
VALVE FOR THE EAST. 10' WATER MAIN. WV-2 IS
TO BE CLOSED AND PIPE PLUGGED AS SHOW.
JUSTICE VAUGHAN E
434604829785
BURGAW HWY NC 53
-REMOVER REMOVE R
REPLACE 22 REPLACE 6
V O LF O ®i
GRAVEL DRERETE
DRIVEWA DRIVEWAY WETLANDS IMPACT 122
(APPROXIMATELY D.00 O.COB ACRES)
-EXISTING WETLAND W}ItA DS IMPACT E21 O
(APPNOXIMATELY {v
0.015 ACRES)
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iJ9 \
y.- .-- __- _ _-- v-stAS mvs556 my-ss1

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ASSEMILSSEMBL2
02 ACRES
STA. 82+52
LIMITS OF
DISTURBANCE
(TYP.)
CARROLL GRAHAM T L JENNIFER D
434604842260
2080 BURGAW HVY
PLAN VIEW: I"= 40'

i
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SANE ELIZABETH J
434604830092 !tlE YOU
ST P
1655 MURRILL HILL RD SR 1113
F I STS
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JUSTICE JAMES D L VAUGHAN E o 3
434604833104
2111 BURGAW HWY
z
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BLAKE ELIZABETH J
REMOVE R REMOVER 4346047 29999
REPLACE ID
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LADR IOFVE 2137 NC HWY 53
ORI VEW
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IPF
WETLANDS NPAC 4 COMPANY TO BRACE
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BLAKE CHARLES R II
FRCP. 42 LF OF 21'

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434604832490 Q
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GNINDER CHRISTINA H v . 6.5 %6 TRENCH a
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2110 BURGAW HVY 434604739308 /I
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SCALE = 1' = 20' TAPPING IS PERMITTED
WEEIERDS WORK TINES LY DURING
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FINAL DESIGN - RELEASED FOR PERMITTING
Y. ND DESCRIPTION DATE
REVISIONS
rlnul? W'"'oo "'%
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o it I
- 40 RALEIGH. NC 27607
[phone]
APPROVALS
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HIGHWAY 53 UTILITY RELOCATION 12" WATER LINE g
FOR THE
ONSLOW WATER AND SEWER AUTHORITY
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Na RAIEIGH,NC27607 APPROVALS
HIGHWAY 53 UTILITY RELOCATION F;2 ¦W a? (919) 7?'?96
BIDDING FoR CROSS LINE RECONNECTION DETAILS
NO. DESCRIPTION DATE WDICKSON .N?th . ?? , ONSLOW WATER AND SEWER AUTHORITY
REY. 2
RFNCIf)NC ICTAAa a/w/Rme SmMCaanP FkHOU RECORDoWG. ONSLOW COUNTY, NORTH CAROLINA
GENERAL NOTES
1. THE ENGINEER HAS MADE All POSSIBLE ATTEMPTS TO LOCATE EXISTING
LITIUTIES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD-VERIFY
THE LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION AND TO NOTE
ANY CONFLICTS ANY DAMAGE TO UTILITIES INCURRED DURING
CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR AND IS TO
BE REPAIRED AT THE CONTRACTOR'S EXPENSE. NC ONE CALL
TELEPHONE NUMBER IS 1-800-632-4949.
2. MINIMUM SEPARATION DISTANCES FOR WATER LINES FROM:
A. SANITARY SEWER LINES OR FORCE MAINS - 18' VERTICAL OR 10'
HORIZONTAL
B. STORM SEWERS - 12' VERTICAL
3. D.I.P. WITH MECHANICAL JOINT ENDS MAY BE SUBSnTUTED WERE SEPA-
RATION DISTANCES BETWEEN THE WATER LINE AND SANITARY SEWER LINE,
FORCE MAIN OR STORM SEWER CANNOT BE MAINTAINED. PIPE MUST BE
LAID SUCH THAT FULL SECTIONS OF PIPE ARE CENTERED ON THE POINT
OF CROSSING AND EXTEND A DISTANCE OF 10' ON EACH SIDE OF THE
POINT OF CROSSING.
4. EXIST. METERS SHALL REMAIN IN SERVICE. CONTRACTOR SHALL
REMOVE AND RELOCATE METERS UNSUITABLE TO REMAIN IN
SERVICE OR THAT CONFLICT WITH ALIGNMENT OF PROPOSED 12'
MAIN. TEMPORARY SERVICE SHALL BE PROVIDED TO THE 10' MAR!
UNTIL THE 12" IS READY FOR SERVICE.
5. PAVEMENT PATCHING AND RESURFACING MUST BE COMPLETED WITHIN FN
DAYS AFTER COMPLETION OF TRENCHING ACTIVITIES SMALL PATCH AREAS
CAN BE MAINTAINED WITH TEMPORARY PAVEMENT PATCHING OR CABC
STONE UNTIL PERMANENT PATCHING IS COMPLETE.
6. FENCE REMOVAL AND REPLACEMENT: AREAS SHOW ON THE PLANS
REQUIRING FENCE REMOVAL SHALL BE PERFORMED BY THE CONTRACTOR
ONLY TO THE EXTENT REWIRED FOR SAFE CONSTRUCTION OF THE WATER
LINE. THE FENCE SHALL BE CAREFULLY REMOVED AND SAFELY STORED
FOR REPLACEMENT AFTER CONSTRUCTION IS COMPLETE. THE CONTRACTOR
WILL BE RESPONSIBLE FOR PROPER REALIGNMENT OF THE RESTORED
FENCE LINE. ANY MISALIGNMENT OR DAMAGE TO THE RESTORED FENCE
SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR
SHALL BE RESPONSIBLE TO NOTE ANY DAMAGE TO THE FENCE PRIOR TO
CONSTRUCTION WITH ADEQUATE PHOTOGRAPHS OR OTHER EVIDENCE AND
SHALL IDENTIFY THE SAME TO THE ENGINEER PRIOR TO CONSTRUCTION.
7. WERE EXISRNG SHOULDER GRADE IS ABOVE EDGE OF PAVEMENT ELEVA-
TION, TOP OF WATER LINE SHALL BE INSTALLED A MINIMUM OF 36" BELOW
TOP OF PAVEMENT TO ASSURE MINIMUM COVER REQUIREMENT IN THE
EVENT OF FUTURE GRADING AND/OR PAVING ACTIVITIES.
1 WATER LINE GENERAL NOTES
v NOT TO SCALE
WATER MAIN EMBEDMENT
NOT TO SCALE
X
A A
X
PLAN-TEES
IA' MINI MIN.,
ID' DIA, 12'0 & UP
& LESS ?-
C
D=ELEVATION
PI AN & ELEVATION
PI LIGS_
PIPE 90' BEND 45' BEND 22-1/2' BEND 11-1/4' BEND lEE PWG
SIZE A B ---A B A B A B 0. B C D
4' 18' 12" 10" 13' 10' 7' 10- 12' 14' 13• 6'
6' 18" 12" 10' 13" 7" 10" 7- 10" 12" 14-1 19- 9-
8" 24' 18" 13" 18" 10' 12" 10" 12' 15' 18' 25' II'
10' 28' 22' 15" 22" 12" 15' 1Y 15" 2D' 2Y J1" 14
1Y 32" 28' 19" 28' 14' 18' 14' 18' 22' 28' JY 17'
16' 54' 38" 30" 36" 18' 36' 18" 36• 36' 42-1 54' 24'
ASSUME 2000 PSF SOIL (SAND & GRAVEL WITH CLAY)
NOTES:
1. BASED ON 200 PSI STATIC PRESSURE PLUS ANNA WATER HAMMER ALLOWANCE.
2. ALL BEARING SURFACES TO BE CARRIED TO UNDISTURBED GROUND.
3. THRUST BLOCKS TO BE USED AT ALL LINES OPERATING UNDER PRESSURE.
4. CONCRETE SHALL NOT CONTACT BOLTS OR MECHANICAL FITTINGS.
5. CONCRETE SHALL BE 3000 PSI.
6. TRENCHES SHALL CONFORM WITH STANDAND EMBEDMENT DETAIL.
7. ALL BENDS AND INTERSECTIONS SHALL HAVE CONCRETE THRUST BLOCKING.
8 SEE STD. THRUST BLOCKING DESIGN QUANTITY FOR OTHER SOILS.
3MTHRUST BLOCKING DETAIL
17 NOT TO SCALE
REACTION BEARING AREAS FOR HORIZONTAL WATER/SEWER PIPE BENDS
BASED ON TEST PRESSURE OF 200 P.S.I.
k2
O <e 3 G1 a .Ny k
h 3
ANA$ =o e<?2oy .? ?ry 8<e fop o`? ?0°8 ?L4 dt?? e`Y°o,8
6
11 1/4° 1,108 1 1 1 1 1 1 2 1
221/2 2,207 1 2 2 1 1 1 3 1
45° 4,328 2 3 3 1 1 2 5 1
90° 7,996 2 4 5 1 1 2 8 1
PLUG 5,655 2 3 4 1 1 2 6 1
8"
III 4° 1,970 1 1 2 1 1 1 2 1
22 1/1 3,922 1 2 3 1 1 1 4 1
45° 7,694 2 4 5 1 1 2 8 1
90° 14,215 4 8 9 2 2 4 15 2
PLUG 10,053 3 3 4 1 1 3 10 1
12"
111/4° 4,433 2 1 2 1 1 2 5 1
22 1} 8,826 3 2 3 1 I 3 9 1
45° 17,312 5 4 5 1 1 5 18 2
9D° 31,983 8 8 9 2 2 8 32 4
PLUG 21,619 8 5 6 2 2 6 23 3
16"
11 114, 7,881 2 3 J 1 1 2 8 1
22 I/1 15,691 4 5 8 2 2 4 16 2
30.779 8 9 II 3 3 8 31 4
90° 56,861 15 16 19 4 4 15 57 6
PLUG 40.213 10 21 25 5 5 10 41 5
20"
11 1 F 39,901 3 7 B 2 2 1 13 2
22 1/1 79,435 7 13 15 4 4 7 25 3
45° 155,816 12 24 29 6 6 12 48 5
90° 287,855 2J 45 53 12 12 23 89 9
PLUG 203,575 16 J2 38 8 B 16 63 1
TOP OF GROUND
-THRUST COLLAR
!p'?
SEE 6-6
`-U
MEGA-LUGS STRAP STRAP
DOYM DOWN
CONCRETE THRUST BLOCK
as SEE SHEET 1 OF 4.
N 4A.'
5' MIN. ADD MEGA-LUG RETAINER GLANDS
THROUGHOUT ASSEMBLY.
2X2X12" THICK
SPREAD FOOTER
THEN ADD
BACKFILL
TYP. 3/4' THREADED
STEEL RODS
Y?
5 MIN
SIZE OF 45 BEND STATIC THRUST IN POUNDS NO. OF RODS REQUIRED
6' 4,328 4
B 7,694 4
12 17,312 4
16 30,779 8
20 48.090 B

GENERAL NOTES:
1. STEEL RODS AND BOLTS SHALL BE 3/4" HOT DIPPED GALVANIZED.
2. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL JOINT BENDS.
3. MEGA-LUGS TO BE USED AT ALL FITTINGS.
4, MUST USE DUCTILE IRON EYE BOLTS WHERE NECESSARY.
5?THRUST BLOCKING DESIGN QUANTITY TABLE
NOT TO SCALE
REACTION BEARING AREAS ARE IN SQUARE FEET
MEASURED IN A VERTICAL PLANE IN THE TRENCH
SIDE AT AN ANGLE OF 90' TO THE THRUST
VECTOR.
USE 6" - 90' BEND VALUE FOR HYDRANTS FOR
ADDITIONAL SAFETY FACTOR.
THRUST BLOCKING DESIGN QUANTITY TABLE
\ NOT TO SCALE
THRUST COLLAR
•c'
LIMITS OF CREEK CROSSING
I FULL JOINT OF DI 4'
PP. MIN.
TIP.
5' M.J.
BEND, JUTE MATTING W/
TYPICAL WETLAND SEED MIX
UNDISTURBED SOIL
w
'X' BM & I
HIGH WATER FIL1E1
LEVEL fABR
WATER LINE 4'
OR SEWER FORCE MAIN CREEK BEO MIN.
TYP
2 0¢ RESTRAINING RODS GI
CONCRETE ENCASEMENT SEE
• FOR LENGTH AND DETAILe
3' MIN. Y. BAR 3' MIN. CONCRETE TRUST PLANS
CLEARANCE 'B' CLEARANCE BLOCKING. TYPICAL
1.0. PIPE REBAR SIZE 'X' BAR LENGTH 'X' BAR WEIGHT 'Y' BAR LENGTH 'Y' BAR WEIGH NO. REQUIRED
6' - 36' XS 21-2'4 O.B. PIP 1.043 LBS/FT 11-1' 1.1 LBS. EACH X-24, Y-12
48' L e-t 06 3'-0'- O.B. PIP 1.502 LBS/FT 1'-3' 1.9 LBS. EACH X-24, Y-12
I.O. PIPC -A- 'B' 'C-6'-16', 20'-24', 30'-36', 48'
1'-4- V-7' 2' 3' 4'
48' L B-t.r 1'-8' -9' 6'
NOTES
1. CONCRETE SHALL BE 3000 PSI AND TRANSIT MIXED.
2. REINFORCNG BARS SHALL BE DEFORMED AND TIED TOGETHER.
3. TRENCH BOTTOM WIDTH IN VICINITY OF THRUST BLOCK INSTALLATION SHALL BE THE MINIMUM WIDTH
AS SHOWN ON STANDARD EBEDMENT DETAIL
4. BACKFILL TAMPED IN 6" LIFTS PER
STANDARD EMBEDMENT DETAIL.
5. THRUST COLLAR MUST BE FACTORY
WELDED ON BOTH SIDES ALONG BOTH
EDGES OF COLLAR AROUND CIRCUMFERENCE.
se THRUST COLLAR DESIGN QUANTITY TABLE
NOT TO SCALE
EXISTING
`WATER LINE
7/8" DIAMETER
RESTRAINING
ROD-2 REO'D.
(1 SHOWN)
6•, TYP. ?- I
SEWER FORCE MAIN
OR WATER LINE
SEE PLANS
NOTES:
1. MAXIMUM JOINT DEFLECTION NOT TO EXCEED
MANUFACTURER'S RECOMMENDATIONS.
2. PIPE UNDER CREEK AND EXTENDING 10'
BEYOND ENCASEMENT TO BE D.I.P.
4
I
JUTE MATTING/
WETLAND SEED
n CREEKZDITCH CROSSING DETAIL
NOT TO SCALE
FINAL DESIGN -
RELEASED FOR
NM" .m d..aMM RELEASED FOR DATE
720 CORPORATE CENTER DRIVE HIGHWAY 53 UTILITY RELOCATION
M
MWK RALEIGH NO 27807
[phone] FOR DETAILS
.WF O" w"ZO6? DICKSON QFIMa Locati- B°""° ONSLOW WATER AND SEWER AUTHORITY
RfV. XQ DESCRIPTION DATE m= ?- canmunity N6mwctun o9na4tMnta SS- Nort h CP onw ?idaa C DWr" ONSLOW COUNTY, NORTH CAROLINA F/2
RAlAOlWC /30/M008 RECORD ORD OMG
1r 1r
TYPE 1
(NOTE 1)
FLAT BOTTOM TRENCH PATH LOOSE
DIRT
(RAT BOTTOME IS DEFINED AS
UNDISTRUBED EARTH)
k
UNDISTURBED
SOIL (TYP.)
N 4
PLAN-BENDS
TYPE 2
FLAT BOTTOM TRENCH WITH BACKFILL
LIGHTLY
CONSOLIDATED TO CENTERLINE OF PIPE
(FLAT BOTTOM IS DEFINED AS m - 4
UNDISTURBED EARTH)
18" MIN,-10' DIA. OR LESS
24' MIN.-12' DIA OR GREATER
SECTION X-X
BENDS & TEES
PIPE BEDDED IN 4' MINIMUM LOOSE SOIL WITH BAQARILL
LIGHTLY CONSOLIDATED TO TOP OF PIPE
(LOOSE SOIL IS DEFINED AS NATIVE SOIL EXCAVATED FROM THE
TRENCH, FREE OF ROCK, ORGANIC MATERIAL, FOREIGN MATERIALS
AND FROZEN EARTH.)
r
u•
TYPE 5
TYPE 4 PIPE BEDDED TO IT'S CENTERLINE IN COMPACTED
PIPE BEDDED IN SAND, GRAVEL, OR CRUSHED GRANULAR MATERIAL, 4" MINIMUM UNDER PIPE.
STONE TO A DEPTH OF 1/8 PIPE DIAMETER, COMPACTED GRANULAR OR SELECT MATERIAL TO TOP
MINIMUM WTH BACKFILL COMPACTED TO TOP OF PIPE. (APPROXIMATELY 90 PERCENT STANDARD
OF PIPE. PRCTOR, AASTO T-99)
(APPROXIMATELY 80 PERCENT STANDARD (SELECT MATERIAL IS DEFINED AS NAME SOIL
PROCTOR, AASHTO T-99) EXCAVATED FROM THE TRENCH, FREE OF ROCKS
ORGANIC MATERIAL, FOREIGN MATERIALS AND FROZEN
NOTES, EARTH)
1. FOR NORMAL PIPE SIZES 14 INCH AND LARGER, CONSDERATION SHOULD BE GIVEN TO THE
USE OF LAYING CONDITIONS OTHER THAN TYPE 1.
2. CONSIDERATION OF THE PIPE-ZONE EMBEDMENT CONDITIONS INCLUDED IN THIS FIGURE MAY
BE INFLUENCE BY FACTORS OTHER THAN PIPE STRENTGH. FOR AODTIONAL INFORMATION ON
PIPE BEDDING AND BACKFILL, SEE ANSI/AWWA 0600.
NOTE
1. ONLY FULL 18' OR 20' JOINTS OF DUCTILE IRON PIPE SHALL BE USED ON
EACH SIDE OF TOP BENDS, UNLESS OTHERWISE APPROVED.
2. RESTRAINING RODS SHALL BE STAINLESS STEEL OR GALVANIZED
RODS WITH FIELD-APPLIED BITUMINOUS COATING
3. PIPE UNDER CREEK AND BETWEEN THRUST BLOCKING TO BE D.I.P.
4, THRUST AND GRAVITY BLOCKING NOT REQUIRED ON GRAVITY SEWER LINE.
5. OPEN CUT OF CREEKS 15 ONLY ACCEPTABLE WHERE SHOWN ON PLAN AND PROFILE
OR SEWER FORCE MAIN
CONCRETE GRAVITY BLOCKING
5 MIN.
.25 CU. YDS. EACH SIDE, iYP.
SEE BLOCKING CROSS SECTION
e BLOCKING CROSS SECTION
NO SCALE
G CREEK/DI.TCH CROSSING DETAIL WITH GRAVITY BLOCKING
NOT TO SCALE
NON-SHRINK GROUT
BULKHEAD AT EACH
END OF CASING PIPE FINISHED GRADE
STYR
AS4?GRWiLPLACENENT, B•
ALL AROUND -
STEEL CASING PIPE
DIP CARRIER PIPE'
PROVIDE PLASTIC SHEET
BOND-BREAKER BETWEEN
2' CARRIER PIPE AND GROUT.
//\\ ALL AROUND
PROVIDE 2' 0 GALV STEEL DRAIN
IN BULKHE OF C ASNG PIPE T AND EACH `
1/3
CU YD OF CRUSHED STONE
AT DRAIN, WRAP STONE
WTH ALTER FABRIC A. TYPICAL CASING PIPE PLUG
NOTE:
CARRIER PIPE NON SHRINK GROUT SHALL BE
3/8' STEEL PLATE, TYP 'EUCO-N-S' BY THE EUCLID
3/B'' STEEL I CHEMICAL COMPANY:, 'MASTERFLOW
PLATE TST 713" BY MASTER BUILDERS,
OR EQUAL.
5/8' o A325 BOLT
CASINO PIPE
3/16 K 4 \
I
1' R ON ALL CORNERS
B. PIPE ALIGNMENT GUIDE
G CASING PIPE DETIAL
'd
M.,
e
3000 PSI SOLID CONCRETE
SHALL BE USED AS FOOTING FOR
DUCTILE IRON PIPE.

TAPPING SLEEVE
R W
GATE/TAPPING VALVE 0 BRASS TAPPING SADDLE - FORD S-70-203 FORD S-70-203 17" MIN
REWIRED FOR TAPS
ON ALL EMSTNG 2'
PVC 6 GALVANIZED DEWEY BROTHER MBX- PUBLIC PRIVATE
PIPE. AWWA THREW OR APPROVED PLASTIC
RIGHT
PROPERTY
METER
BOX OF WAY
02 TAPPING SADDLE - ROCKWELL ROCK TE
ALL ONCR PIPE TYPE JIJ TYPE 313
3
IIH THREAD AWWA TAP
VARIABLE
TOP VIEW
NO ES:
1. CONCRETE BLOCKING SHALL NOT CONTACT
BOLTS OR ENDS OF MECHANICAL
JONT FITTINGS.
2. SEE STANDARD THRUST BLOCK TABLE
FOR AREA OF CONCRETE REWIRED,
3. VALVE SHALL BE FURNISHED WITH VALVE BOX.
SEE STD. DETAIL 4/18.
2 4" - 24" STANDARD TAPPING
a SLEEVE AND VALVE ASSEMBLY
NOT TO SCALE
Oj COAPORABON OCCK - FORD F-1000 FORD F-IODO 5/8' X 3/4' METER TO
INLET AWWA THREAD (EQUAL MUELLER W HAYES MODELS ARE ACCEPTABLE) 3/4" P.E. PLASTIC BONWASSAAALLEO BY
OUTLET CT PJ 3406 SDR9
2°
04 MEIERSETTEA - FORD V-172-7 FORD V-174-10
'

L CHECK VALVE
INLET: COPPERTUBE PACK JOINT 45 CONNECTION TO
OUTLET-. MILE IRON PR E THREW WATER MAIN UNIT BY OWNER
O METER - NEPTUNE T-10. PREp5g11 PPM, ROCKWELL IN. OR BADGER T25 364" BRASS CORP TEMPORARY PLUG FOR SEANCES NOT
COCK MUELIER TO BE IMMEDIATELY CONNECTED.
© METER BOX - IN -A- BROOKS 1419 - IB' OEEP THREAD NO. H
W7 CAST IRON METER IN SIDEWALKS, BROOKS 37H - 12' DEEP W/ 12' EXTENSION 15006 3/4' X 5/8' METER YOKE NTH
READING UD IN TRAFFIC AREAS (NTH APPROVAL) BROOKS - TRAFFIC LOCK WING METER STOP
H 14008-99010
MUELLER NO
FOR SMALL DIAMETER PIPE .
O

OECD( VALVE -
USE
QUARTS Na 7 QUARTS No. 1 TAPPING SADDLE WITH
NEOPRENE GASKET CEMENTED NOTE: METER BOX TO BE SUPPORTED ON BRICK OR BLOCK
ECTED N PLACE
O
0 TEMPORARY BRASS PLUG NN
- FOR BRNQUS NOT TO BE IMMEDIATELY C
Q9 ALL ITEMS AS SPECIFIED OR APPROVED EQUAL
13 STANDARD 3/4" WATER METER RECONNECTION
NOTES
1. ALL EXISTING SERVICE ARE 9M" UNLESS OTHERWISE NOTED ON PLANS. THE
EXISTING SERVICE AT THE HESS STORE IS 1'.
2. RELOCATE WATER METERS WERE SHOWN ON DRAWINGS. REFER TO NOTE 4 OF
DETAIL WHEN METER IS IN CONFLICT NTH WATERLINE CONSTRUCTION.
3. WERE METERS ARE UNSUITABLE FOR CONTINUED USED, FURNISH AND INSTALL
NEW METER ASSEMBLY.
NOT TO SCALE 5' MIN. EXIST. 5' MIN.
W PAVEMENT
L
1:1 SLOPE t -1 1:1 SLOPE
25' 3' MIN. 10'
01 D2
A
PROPERTY MINIMUM 36" HORIZONTAL CLEARANCE
LINE /FROM ANY OBJECT.
/FIRE HYDRANT, PUMPER RIE TO
BE POINTED PERPENDICULALAR TO STREET /ROAD.
TRAFFIC RANGE BETWEEN
,2' - 6' ABOVE GRADE
ENTRY PIT STEEL CASING RECEIVING PIT
PIPE
25' 10'
RECEIVING
PIT PLAN 5'
15'
5' BEYOND TOE
OF SLOPE OR
EDGE OF
PAVEMENT SHOULDER
RR PAVEMENT OR SHOULDER DITCH
ENTRY PIT
PLAN
ENTRY AND RECEIVING PITS DIMENSIONS
FOR EACH HORIZONTAL BORE & JACK
LOCATION
BORE NO. D1 D2 W L
1 8' 7.5' 41' 25'
2 8' 9.5' 45' 30'
3 8' 6.5' 41' 23'
4 9' 9' 43' 28'
5 5' 6.5' 35' 23'
6 9' 8' 43' 26'
7 8' 8' 41' 26'
8 6' 6' 37' 22'
9 8' 7' 41' 24'
10 8' 9' 41' 19'
11 8.5' 7' 41' 24'
W 12 8' 8' 43' 26'
* 13 9' 9' 43' 28'

1 PAVEMENT
VALVE BOX ` ••6' GATE VALVE
aw W
l
c
?> -..._ .... _ CONC. Txpusi
W e COJPAC7ED BACKFILL BLOCK
W
`STEEL PIPE PIPEn?n
SEE DETAIL CASING
BELOW
TYPICAL PIPE CROSSING
s
CASING
CARRIER PIPE
COMMON PIPE
BRICK W/
MORTAR i d
F zs
U
i
s
8" MIN. -- m -8
FRONT VIEW 10 VIEW
NOTES: DETAIL
1. STEEL ENCASEMENT PIPE SHALL CONFORM TO ASTM A-139 WITH WALL
THICKNESS AND GRADE AS DEFINED IN THE SPECIFICATIONS. MINIMUM
' DENOTES PITS FOR FORCEMAIN. ALLOWABLE YIELD STRENGTH IS 35,000 PSI.
2. CARRIER PIPE SHALL BE ADEQUATELY SUPPORTED THE ENTIRE LENGTH
WITHIN THE CASING BY USING "SPIDER" STEEL ® SUPPORTS AT A MAXIMUM
OF 9 FOOT CENTERS (ONE AT EACH JOINT AND ONE INTERMEDIATE).
OTHER METHODS MUST MEET APPROVAL OF THE ENGINEER OR OWNER.
ENCASEMENT PIPE UNDER HIGHWAYS & ROADS
NOT 70 SCALE
DISCONNECT EXISTING LATERAL;
REMOVE LATERAL AS REWIRED
AND CAP END
EXISTING SERVICE LATERAL TO
CUSTOMER BUILDING (TYP.)
EXISTING METER BOX (TYP.)
CONNECT NEW LATERAL TO
EXISTING METER
%ISTING 34" LATERAL (TYP.)
MOLE LATERAL UNDER PAVEMENT
FOR ALL METERS ON OPPOSITE
SIDE OF ROAD FROM TAPPING
MAIN. EXTEND MOILING 5'
OUTSIDE EDGE OF PAVEMENT.
TURN OFF CORPORATION fill
STOP, DISCONNECT & CAP
LATERAL (TYP.)
EXISTING WATER MAIN TO BE ABANDONED
___W_____W_____W_____
EXISTING -" SERVI CE TAP WITH
CORPORATION STOP (TYP.) PROPOSED WATER MAIN
----- W----- W___
ROAD R /W
STANDARD WATER LATERAL INSTALLATION
1
)LISTING STOPPER FITTING
WATER LINE
(SIZE VARIES
SEE PLAN) STOPPER FITTING
EXIST. PVC WATER LINE
FLOW -
IN LINE VALVE
MJ RETAINING GLAND MI RETAINING GLAND
FLOW -
GATE VALVE (SIZE VARIES,
SEE PLANS)
NOTES:
1. FOR INSTALLATION OF INLINE VALVES ON EXISTING WATERMAINS, CONTRACTOR SHALL USE LINE STOPS.
2. THE CONTRACTOR SHALL NOTIFY ONSLOW WATER AND SEWER AUTHORITY. OPERATOR RESPONSIBLE IN CHARGE
(ORC) A MINIMUM OF 48 HOURS PRIOR TO BEGINNING WORK.
3. THE CONTRACTOR SHALL LOCATE EXISTING WATER MAIN AND VERIFY SIZE AND MATERIAL PRIOR TO
INSTALLATION.
4. THE CONTRACTOR SHALL INSTALL LINE STOP TO MINIMIZE SERVICE INTERRUPTION.
5. THE CONTRACTOR SHALL INSTALL TEMPORARY LINE STOPPER FITTINGS WITH LINE STOPPERS SO THE EXISTING
WATER MAIN CAN BE ISOLATED AND AN INLINE VAVILE CAN BE CUT IN.
6. THE CONTRACTOR SHALL REMOVE LINE STOPPERS AND REDIRECT FLOW THROUGH THE MAIN LINE.
?IN LINE VALVE TO BE CUT IN VIA LINE STOP DETAIL
NOT TO SCALE
APPROVED METHOD FOR EXTENSION OF VALVE BOX
COVER
NOTE: 2'x 2'x
W" e• v. •.x 6° CONCRETE
W' ;• " D PAD REWIRED
2 ON ALL VALVES.
J} W4 PRECAST
e, CONCRETE
DOUGHNUT
TANDARD VALVE BOX 57W HAVE SAME
Op SECTION TO BE ?2'--I VOLUME IS
D LES. HEAVY WEIGHT ACCEPTABLE.
DOMESTIC
F CASTING
NOTE: VALVE BOX NOT
TO CONTACT WATER
MAIN NOR VALVE. ALL
TRAFFIC CASTINGS
MUST BE CLASS 35 OR
GREATER.
4 VALVE BOX INSTALLATION
KIPAND EXTENSION DETAIL
N07 TO SCALE
FROM RIM
a
QUICK DISCONNECT -
COUPLING
SEWAGE AIR RELEASE-
VALVE APCO SERIES
400 OR EQUAL
2° SHUT OFF
VALVE
2 6" DIA. DRAIN-
HOLES IN MANHOLE
BASE M
/2" SHUT OFF VALVE
?OUICK DISCONNECT
COUPLING
6' BACKFLUSH
HOSE
BLOW-OFF
?-2" TAP IN FLANGE
x 6" x 6" TEE
D.I.P. FORCE MAIN
TRANSITION-
COUPLING COMPACTED
(IF REQ'D.) 'L' N0. 57
STONE
NOTES
1. INSTALL FORCE MAIN AT DEPTH TO SUIT MANHOLE.
2. VERIFY MANHOLE DEPTH REQUIRED WITH VALVE MANUFACTURER.
3. FORCE MAIN PIPE & FITTINGS SHALL BE D.I.P. WITHIN MANHOLE.
5e FORCE MAIN AIR RELEASE VALVE & MANHOLE
1$ NOT TO SCALE
EXISTING THRUST BOCK -
avd
. 4
44 d
J
EXISTING MAIN LINE
(BRANCH SIZE AND PROPOSED THRUST (1)
BRANCH VALVE VARIES) (SEE DETAIL ® )
/6 STANDARD FIRE HYDRANT ASSEMBLY
SHOULDER/DITCH SECTION
NOT TO SCALE
THRUST BLOCKING FOR ABANDONMENT DETAIL
NOT TO SCALE
VEIN ` 3 CUBIC FE FOR COLD DIPPED I, W
OF CRU RUSHED STONE FOR ```GGGALV ALVANIZED BRIDLE FFF WWWW
DRAINAGE ROD NAY BE COUPLED.
_CONCRETE THRUST BLOCK 7 QU Fi. CRUSHED
PLACED AGAINST
UNDISTAUSED EARTH STONE MIN. NDISTIRBED EARTH.
NOTES:
1. FIRE HYDRANT SHALL BE: MUELLER CENTURION, AMERICAN MARK 73.
2. BRANCH PIPE SHALL BE DUCTILE IRON AWWA C150-96.
3, 6" GATE VALVE SHALL BE AWWA C500 OPEN LEFT,
4. STEEL RODS AND BOLTS SHALL BE 3/4" COLD DIPPED GALVANIZED.
5. FIRE HYDRANTS WILL BE INSTALLED IN TRUE VERTICAL POSITION.
6. MEGALUGS MAY BE USED ON FIRE HYDRANT BRANCH LEGS FOR
RCODING, IF MORE THAN ONE ROD COUPLING IS EXCEEDED.
7, FIRE HYDRANTS TO BE LOCATED IN ROW OR 2 FOOT EASEMENT
ADJACENT TO ROW.
8. 1'-0" SPOOL PIECE MAY BE ELIMINATED USING HYDRANT TEE WHICH
SHALL ALLOW HYDRANT VALVE TO BOLT DIRECTLY TO TEE.
Al. M"m Nn ° 720 CORPORATE CENTER DRIVE ASED FOR DATE RALEIGH. HIGHWAY 53 UTILITY RELOCATION 18
NC 27607 I
TIC " M?mnoW MWK (gig) 782-0495 'WS FOR DETAILS
DICKSON BON"`
Mrs WNIE00.RA aIM.Lmotl4ne crosrRIlcTIOH ONSLOW WATER AND SEWER AUTHORITY ZZ
REV. N0. DESCRIPTION OAIE nXIwW rwexn FArnmunity Inho.wrtun cbnWNllmtW North CWrn4w rwagio ?_l ONSLOW COUNTY, NORTH CAROLINA
RFOCMTNq OCTNW 6/30/20011 th C°PR^P RI _ RECORD 0AG
PRIMARY ROADS -
THICKNESS VARIES 3'-19B
PRIMARY ROADS - SECONDARY I'..,
- PPoYARY ROADS -
/
2" %5B r -198 5' 025B
SECONDARY ROADS SECONDARY ROADS -
1-1/2" 59.58 6' COMPACTED CABC
EXISTING PAVEMENT
NEW 6' CAB MIN.
NEW ABC T2' MINIMUM DEPTH DEPTH
CONTRACTOR SHALL NEW CONC. TO BE 3000 PSI.
MATCH DEPTH MATCH EXISTING DEPTH Of SAW CUT AND REMOVE
WHERE GREATER EXISTING CONE BUT EXISTING PAVEMENT
THAN 6' NO LESS THAN 6".
_
"
ma?
?asaaawa
y apz?a$y???s?aa
,
'
•'
' ':
CQMPACRO SELECT .. ;
:
.
BACKFILL (PPoYAIE _J 1 ')',;•
EXISTING SUBGRADE CRY STREETS) OR_
12' ?NGDOT'ROADS)' .• ?
q
yq
r
1' 0'
BORE 1 I/B' qA

7E
ON
CE `EN R ALONG CUT

m
12 MAIN 12"
C{1MPACTEO ML 6" CDMPAITFTI?
1'_ 1' 0'
NO. 67 STONE
E?,1611NQ SUBGRADE T
EXPANSION JOINT
MATERIAL AND MASTIC
BACKFILL , TAMPED
IN 6' Ul S SEALANT, AS REWIRED
BY ME N.C.D.O.T.
ml 12" I? STANDARD SPECS.
CLASS A CONCRETE PROPOSED
3500 P.S.I. .. UTILITY
NOTES: UNOISNRBED SOL
1. THE PAVEMENT SHALL BE DEFINED BY A STRAIGHT EDGE. PREFERABLY A MACHINED SAW CUT.
2. WITHN ROADS MAINTAINED BY THE CITY OF JACKSONVILLE, THE TRENCH SUBGRADE MATERIAL SHALL BE ,
BACKFILLED WITH DRY SOIL OR ABC STONE USING MAXIMUM 6' LIFTS TO WITHIN 10' OF THE ROAD "
SURFACE. THE BACKFILL SHALL BE COMPACTED PER ASTM D698 TO A DENSITY OF 95% OF THE
STANDARD PROCTOR DENSITY. PROPOSED UTILITY
3. WTHIN ROADS MAINTAINED BY NCDOT, THE TRENCH SHALL BE BACKFRLED USING FLOWABIE FILL OR ABC STONE
TO WITHIN 12' OF THE ROAD SURFACE. WHERE ABC STONE IS USED AND ALLOWED BY NCDOT, IT SHALL BE NOTES:
COMPACTED TO A DENSITY OF AT LEAST 951E OF THAT OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL 1. THE REPLACED STONE SHALL CONSIST OF ABC MATERIAL COMPACTED TO A DENSITY EQUAL TO 100% OF
IN ACCORDANCE WTH AASHTO-99 AS MODIFIED BY NCDOT. THAT OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORADNACE WITH ASSMTO T-80 AS
4, THE FINAL V OF FILL SHALL CONSIST OF ABC MATERIAL COMPACTED TO A DENSITY EQUAL TO 100% OF THAT MODIFIED BY NCDOT.
WTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE WITH ASSHTO T-80 AS MODIFIED BY
NCDOT. BITUMINOUS BASE OR BINDER MAY BE SUBSTITUTED IF APPROVED BY THE ENGINEER. NOTES:

ENCASEMENT DETAIL 5. THE EN TIRE THICKNESS/VERTICAL EDGE O THE WT SHALL BE TACKED.
5. THE SAME DEPTH OF PAVEMENT MATERIAL WHICH EXISTS SHALL BE REINSTALLED, BUT IN NO CASE SHALL THE PAVEMENT CUTS OVER 5'-0' IN WDTH SHALL BE
REINFORCED TO N.C.D.O.T. STANDARDS.
NO S
GALE ASPHALT BE LESS THAN SHOWN IN THE DETAIL.

7. THE ASPHALT PAVEMENT MATERIAL SHALL BE INSTALLED AND COMPACTED THOROUGHLY TO ACHIEVE A SMOOTH
LEVEL PATCH.
S. CONTRACTOR SHALL PROVIDE COMPACTION TEST EVERY 50' OR ONE PER OPEN CUT SECTION WERE OPEN CUT IS
LESS THAN 50•.
9. CONTRACTOR SHALL CONDUCT A CONFERENCE W/ NCDOT PRIOR TO OPEN CUT TO DISCUSS CONSTRUCTION
SEQUENCE AND PERMITTED TIME OF THE OPEN CUT. GRAVEL DRIVE REPLACEMENT eCONCRETE PAVEMENT PATCH
e2 ASPHALT PAVEMENT 9 NOT TO SCALE 19 NOT TO SCALE
1s ROAD/DRIVEWAY PATCH
NOT TO SCALE

SEE NOTE 3, 'L' - VARIES (SEE PLANS)
CROSSING OF ROAD, CREEK AND SENSITME AREAS
MAIN SIZE END PIPE SIZE
PE. PIPE TO BE INSTALLED WITH NOTED ON PLANS
A MIN. OF 10' HORIZONTAL RUN. APPROXIMATE GRADE 10• MAX SPACING
FOR DEPTH MEASUREMENT
4" - 12" 2" BLOW-OFF
INSPECTION HOE ONLY ALLOWED O ROAD
THIS LOCATION. SHOULDER 16" & GREATER AS APPROVED BY ONWASA
i
NOTE:
1. FOR MAINS THAT ARE TO BE EXTENDED USE A
o VALVE EQUAL TO THE MAIN SIZE AS THE BLOW-OFF VALVE
AND THEN REDUCE TO THE 2" STANDPIPE.
2. ROD SHALL BE °HOOKED" INTO THRUST COLLAR.
SELF-RESTRAINED PE/MJ ADAPTERS, NSF 3. FOR THE TEMP. BLOW OFF, PROVIDE 2-INCH
APPROVED FOR POTABLE WATER WTH
SSi SLEEVE INSERTS AS MANUF. BY JCM TAP OFF MAIN LINE AND 2-INCH BLOWOFF.

2-INCH BLOWOFF SHALL BE REMOVED AFTER 4

E BOX
N
OR APPROVED EQUAL. ADAPTER BY MAIN LINE HAS BEEN ACCEPTED AND TAP DETAIL
INSTALLLATION
CENTRAL, CRISCO, FIFE, OR APPROVED
EQUAL. ADAPTERS TO BE HOPE DR-9 PROPERLY CLOSED. PAVEMENT
(TYP. BOTH ENDS.) ADAPTER SHALL BE 1

PE/MJ TRANSITION. 6

NOTES: I.TE SHOW ARE
HOPE DR-9 PER SPECIFICATON WILL
I A PROFILE AND PLAN SHALL BE PgONDEO FROM ENTRY TO EXIT FOR INSIDE DIAMETER UNLESS UNLESS OTHERWISE
INDICATED). BRASS NIPPLE C

EACH DIRECTIONAL BORE SECTION BY THE DIRECTIONAL BORE CONTRACTOR,
2 ALL BORE SECTIONS SHALL BE HYDROSTATICALLY TESTED, PER
(6'
5/8" THREADED RODS (EACH (6 MIN. LENGTH
SIDE)

STANDARD.
A
THREADED COUPLING
6"-12" FROM
SPECIFICAIONS U
PON COMPLETION O INSTALLATION AND PRIOR TO CONNECTION ,
HOOK ENDS IMO CONCRETE J
FINISHED GRADE
D HE MAIN WA ER uNE'
3 LENGTH OF CROSSING, LOCATION OF INSPECTION/OBSERVATION EXCAVATION, COLLAR
TAMPED BACKFILL TAMPED 2" THREADED
NUNBER O P.E. PIPE JOINTS, LOCATION OF BORE MACHINE, AUGER ENTRANCE BRASS PIPE
LOCATION, AND TIE-IN POINTS ARE TO BE APPROVED BY ENGR. PRIOR TO
PNY START OF WORK OR ORDERING MATERIALS. DIP
4 THE BORE DEVELOPED FOR THE LEAD IN END O THE PIPE SHALL BE KEPT AT
R FOR THE
P
MINIM
T
'. CONCRETE BLOCKING
MIN. 1/3 C.Y. AT
A
UM DIAME
PI
E
E INSTALLATION. THE LEAD IN END SHALL BE
PULLED LATION. THE MT. FLANGE FOR SAID FLANGE LEAD N FEND SHALL LARGER
BE E T
NSTL
N ALLED AFTER

TYPICAL ,

'..

000 P.S.I.
THE PIPE INSTALLATION WITH THE USE O A SPUN Y.J. FLANGE.
5 IF BURIED OBSTRUCTIONS ARE LOCATED IN THE LENGTH O THE DIRECTIONAL BORE,
e DIREGTONAL BORE THRUST COLLAR
CONCRETE 5' MIN.
2" THREADED BRASS
TE
"
DIRECTIONAL BORE CONTRACTOR SHALL AVOID cONFUCT WITH THESE OBSTRUCTIONS BY
' ig
MECHA 2
GA
VALVE " IN
NICAL JOINT PIPE + 12 LENGTH
GOING UNDER A MINIMUM OF 12
WTH PROPOSED PIPE UNLESS OTHERWISE SPECIFIED OR
IDENTIFIED IN GENERAL NOTES ON SHEET, OR IN SPECIFICATIONS. TAPPE D CAP

e STANDARD 2"
9 BLOW-OFF ASSEMBLY
FINAL DESIGN -
RELEASED FOR
PERMITTING
MIf?M"? N19 I?AC 720 CORPORATE RLEGHCENTER DRIVE RELEASED I' 'A' HIGHWAY 53 UTILITY RELOCATION ??j YY n 'X2
?WIN rr' a19i? NC 2- 27807 0495 APPROVALS FOR DETAILS
BD1Ti06RA DICKSON OIRp L-ti- coBIDDING NsiasmucnQTH ONSLOW WATER AND SEWER AUTHORITY
L'
REV. NO. DESCRIPTION DATE DEEM! E/80/ROOB 9alnnuMty MT/BBMMMIGlR cmaultmU S-th C.,dhu "
RF or'do RECORD OWE. ONSLOW COUNTY, NORTH CAROLINA
REVISIONS
EROSION CONTROL NOTES
Seeding Mixture
1. SCHEDULE A PRECONSTNUCTON CONFERENCE ON-SITE WITH THE EROSION
Rate (lb/acre)
Species
CONTROL INSPECTOR FROM THE WILMINGTON REGIONAL OFFICE OF THE NORTH Tall fescue 175-200 (3 lb/1000 sq. ft.)
CAROLINA DEPARTMENT OF ENVIRONMENT, AND NATURAL RESOURCES (NCDENR), Kentucky bluegrass 20 (1 lb/1000 sq
ft.)
TELEPHONE NUMBER 910-796-7215, AND THE ENGINEER'S REPRESENTATIVE .
2
BEFORE INITIATION of CONSTRUCTION INSTALL EROSION CONTROL MEASURES TEMPORARY SEEDING-LATE WINTERfEARLY SPRING
.
SHOWN ON THE PLANS AND ANY REQUESTED BY THE NCAEHNR LOS INSPEC70R TEMPORARY SEEDING SCHEDULE - FALL
Nurse plants
RE9JL71NO FROM THE PRECONSTRUCTION MEETING. CLEARING AREAS AS NEEDED
TO INSTALL THE DEVICES
THE SILT CHECK DAMS SHOWN! ARE TO BE INSTALLED
Seeding Mixture
TEMPORARY SEEDING SCHEDULE - SUMMER
Mixture
din
S PERMANENT SEEDING SCHEDULE
di
S
Mi
t Between May I and Aug. 15, add 10 Ib/oae German millet or 15 Ib/acre
dd 40 Ib/
r
ram)
i
1
ft
A
15
e (
d
P
t
M
S
.
AFTER THE TRENCH BACKRLL IS COMPLETED. THESE MUST BE INSTALLED DAILY
species Rate (lb/ocre) g
ee
Species Rate (lb/acre) ng
ee
x
ure
Species Blend: Role (lb/acre) y
.
r
or
or a
er
, o
ocre
g
u
angrass.
o
ay
ug.
AS WORK PROGRESSES. Rye (grain) 120 Seeding Mixture 120
Aye (groin) 201 Redlop 7

E
S
S Annual lespedeza (Kobe in Piedmont 50
Species Rote (Ib/ocre) 401 Pensacola Bahio 50
Seeding dotes
ROSION CONTROL DETAILS AR
3.
HOWN ON THE DRAWING
AND STRUCTURE
R
FI
T and Coaslol Plain, Korean In Mountains) Millet 40
German 401 Centipede 10

Best Possible
NED IN THE PUN
LOCA
IONS A
E DE
VIEWS Seeding Dates 15
25-Sept. 2500 it: Aug. IS-Sept. 1 July
4. MAINTENANCE OF EROSION CONTROL DEVICES IS THE CONTRACTOR'S leapedexa when duration of temporary cover i
o
annual s net to extend In the Piedmont and Mountains, asmall-stemmed Sudangross may he Mountains Aug. 15 - Dec 15 M.y
Mar. 1-Apr. 1 Mar, 1 1--May 1 10

RESP0N51BIL7Y. AFTER EACH RAIN STORM THE DEVICES SHALL BE INSPECTED bey
nd June
a June.
Dey
Substituted at a rote of 50 lb/acre.
Aug. 15 - Dec. 30
Po
FOR DAMAGE AND REPAIRS MADE AS NEEDED. ANY SILT ACCUMULATION SHALL astal
Coastal Plain Aug. 15 - Dec. 30 Seeding dates Above 2500 R: July 25-Aug. 15 July
. 30
BE REMOVED IMMELWATEDLY AND PROPERLY DISPOSED OF.
Seeding dates Dates
Seeding
Best Possible 5-May
Mar. 20-Apr. 20 Mar. 5-May 1
Mountains - Above 2500 ft: Feb. 15-May 15 Mountains May 15 - Aug. IS $011 Amendments Below 2500 fl: Aug. 15-Sept. i July 25-Sep 15
5. RESEED AND MULCH DISTURBED AREAS AS GRADING IS COMPLETED ALONG Belo, 2500 ft: Feb. 1-May 1 Piedmont May I - Aug. 15 Fallow soil tests or apply 2,000 Ib/ocre ground agricultural limestone Mar. 1-Apr. 1 Mar. 1-May 10
1
ALL CONSTRUCTION. ALL DISTURBED AREAS MUST BE VEGETATED OR OTHERWISE
STABILIZED WITHIN 15 WORKING
T Piedmont - Jan. 1-May I Coastal Plain Apr. 15 - Aug. 15 000 ID/acre 10-10-10 fertilizer.
and 1
Above 2500 ft: Jul
ZS-Au
15 J
l
15-Au
30 SOLI amendments
DAYS AF
ER BEING DISTURBED. THE CONTRACTOR c... tat Plain -Dec 1-Apr. 15 , y
g.
y
g.
u
M
r
20-A
r
20 Mar
5-N
15 Apply lime and fertilizer according to roil tests, or apply 4,000 lb/acre ground
SHALL UTILIZE THE SEEDING AND MULCTING SCHEDULES ON THE DRAWINGS AS
il A
t
S
d ,
p
,
a
.
ay agricultural limestone and 1,200 lb/acre 10-10-10 fertilizer.
FOLLOWS: men
men
a
s Mulch
plate
seeding
earlier In Ina toll, one start Iota In spring an norm one

A. WHERE THE WATER LINE AND FORCE MAIN IS LOCATED WITHIN AN Soil amendments
000 Ih/a
Follow recommendations off soil lasts or a 2
appl
re groan d agrlwltural apply a
Follow recommendations of soil testa or
0 2,000 Ihnacre groan
10-110.70 fertilize
d 750 Ib/
r
i
lt
l li
t
straw by lacking
et asphalt,
Apply 4,000 Ib/acre straw. Anchor
l
A di
k with bl
l
h
n
h
rin
f
r
t n
rl ea
lacing
slopes
at .
EUSTINO DITCH LINE, THE PERMANENT SEEDING SCHEDULE FOR GRASS-LINED ,
y
limestone and 750 lb/acre 10-10-10 fertilize. .
agr
ura
one an
oc
e
cu
mes s
.
c
a
c
o
g
oa
s
a
es se
ea
y
netting, or mu
ht can be used as a mulch anchoring tool.
strai
Mulch
CHANNELS SHALL BE USED. g Soil amendments Use jute, excdsiw matting, or a similar channel lining material to cover the

B. WHERE THE WATER LINE AND FORCE MAIN IS LOCATED WITHIN
Mulch Mulch
000 lb acre Straw b Iockin with os halt
/acre y g wi p
q 4
pp
Maintenance Apply lime and fertilizer according to soil lest or apply 2500 lb/acre bottom of channels and ditches. The lining should extend above the highest
calculated depth of flow. On channel side slopes above this height, and in
WETLANDS, THE PERMANENT SEEDING SCHEDULE FOR WETLANDS SHALL BE USED.
netting or o
Apply 4,000 lb/acre straw. Anchor straw ,
,
in
n Ming, a mulch anchoring tool. A dick with blade eel nearly
er with
damaged ore immediately. t
Repair and ground -10l Ilmeer
(ass the lower rate on sandy sole) and 600
agricultue
lb/._ 1 I 0D--1 10.10 fertilizizer straw and
drainages not requiring temporary linings, apply 4,000 lb/acre grain

R et
mulch anchoring fall. A dank with blades set early y straig ht straight can be used as a mulch anchoring tool. to
March. If If it is --ry to ..tent
50 lb/acre of of n
exl
nitrogen .
. anchor show by stapling netting over the top.
OTHER LOCATIONS THE PERMANENT SEEDING SCHEDULE -
C. MIXTURE FO
SHALL ALL BE USED an be used as a mulch anchoring tool' r b
with 50
too cove beyond June 15, overseed 50 Ib/oae Kobe Mulch
. Maintenance (Piedmont nt and Coastal Plain) or Norreaen (Mountains)
MOmlpina) IteDedeza In Apply
Apply 3
000 Ib/ocre gain show or equivalent cover of moths
000-1
Mulch and anchoring materials must not be allowed to wash dpwnslope where
6 UNLESS A STREAM CROSSING IS PLROPOSED, THE CONTRACTOR IS NOT
. MOintenanCe Refertilize if growth is not fully adequate. Reseed, reffertilize and mulch late February or early March. ,
,
noble mulching material. Anchor mulch by raving or netting. Netting Is they can clog drainage devices.

P
IT Y TI Y F IP T

relerhl
lllm
If
growth
is n
fully
adequate.

lze and mulch

immediately following erosion a other damage
. enchain Asphalt shall at be used.
preferred g method an Ste ep s,pea
the
PLEASE
NOTE THAT RIP-RAP BANK STABILIZATION IS NOT CONSIDERED A STREAM
F lm,e
other dather damage.
diately
lowing
Imme.
following
erosion
or
On CB
Mainten
CROSSING I
A STREAM CROSSING IS NOT SHOWN. CONTRACTOR MUST USE A
BACK AND CUT APPROACH WETLAND PERMANENT SEEDING SCHEDULE a
Reterm e'In once winter according to soil
air mulch frequentl
Ins
ect ct and re
.
7. AFTER COMPLETE STABILIZATION OF DISTURBED AREAS AND AS DIRECTED BY
THE ENGINEER, REMOVE EROSION CONTROL DEVICES FROM THE STE
TEMPORARY SEEDING -
LATE 3 TEMPORARY SEEDING

SCHEULE -SUMMER
TEMPORARY SEEEDING Seeding Mixture
specks Bled: Rata p
p
y .
tests or apply 1501b/acre 10-10-10 lert!Czer (3 lb/1000 sq. ft.). Mow
regularly to a height of 2-4 inches.
a
WINTER EARLY SPRI
NG 4
SCHDULE - FALL (m/oae)
A
P - A TIS ALB A 50
REDTO

PERMANENT SEEDING
EROSION CONTROL -SEQUENCE OF
NOT TO SCALE
NOT TO SCALE SAIR
- PAN
TC
WRGA UM w
CONSTRUCTION NOTES NOT TO SCALE PEECUTGRASS sieERSIA ORYZOIOES 20 e GRASS-LINED CHANNELS
NOT TO SCALE
H
B
IN ALL WETLAND
e' Mu.
v1aI1eM Ws pRCTW Br THE [xaxEEx WETLAND PERMANENT SEEDING SCHEDULE S
ALL
E USED
AREAS.
9n
rt
UP END OF STORM DRAIN

MIN. 10 G Z6..EaTOw- -1'-nMx 5-) PERMANENT SEEDING SCHEDULE
NOT TO SCALE
ur[ rts r Tc
x
IN rtN f
1o mp
IN BE
nave Y MAN
\

.. ..
.
.......
_. ;.-.. .. .,..... -«1on(EEPA Eve'

wi
s Rul
asiaaE
...
.
1/3 PIPE DIA. ve
7/J PIPE CIA.
S- cmu "
WE SwE INE t-)
aw
wxNaa IwroMs
m
: EXIST. CULVERT auw
?- E - BE xa s
onmW sTW
NO
sl srarE
a NO
(wand
3/4"EXTERIOR .
.
.
3/4' EXTERIOR PLYWOOD FRONT VIEW ST 0 T S Ism,-,2kmL Ilsfioml
PLYWOOD Prn
BURY BOTTOM
OF PLYWOOD
\\
sTEL xosr SLT 05 a,l
\/
\/
\/
\/
\/
\/
\/
\/
\/
/
\//
\ \
// M'IAN
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\\
\\
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\\ \\ \ \ \ \ \ \ \ \ mrQ 2mExnM TAWMC
IIg Yi MM ONLY WD DMNAa AREA aWS xoT
r.
1/4- a EvOitIN 0' Ea+crNTS- E
vit. B ^
SIDE VIEW FRONT NEW uoPE
nxm U-U
I ENO OF YT RNEE NEEDS TO BE T ^
_
l
m 1
7
YIa
a
a rw EvNR a SILT RNU FALWEe USE NP 5
w
Vale Fall AXONw wp Yi rtX[[ IS PAwECME x '-
_ eAMN R -' putt

/?
ff
S,WE W71-Wk WE M01M AT 111 Law LrMC Powtt
LWAT NS w S,ONE aNREa INN HEN MDGTO AT M-
;?Rw VaaHEFaRLau Tx a OMMNI.
a ?
\
/
V ® .scm
PLYWOOD INLET PROTE CTION W
_AT_
n"rw axo . A, TxES Aesi,s As MEU As Lace m
R _-

_ h-t
FM DRIvEwAY CUMRTS 24' ME xA11EA a tONTxM- xS+ON9AE FON RE.- AND .-In a CNEC??[XaarIIA
Y Rx¢ MD STONE WTETS AMEN eAN MCNTES THAT SLT

-
rtxa MD WTETE IN MMMED Sax usu ' MS-Ah- -
W a-ovEEO riTMxa OTTHS01 AS -PEna w[ma¢TT
}
- e• Mx
FRONT VIEW
A A
8 TEMPORARY SILT FENC E DETAIL
NOT TO SCALE 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER. AND SEED.
SEED MUST BE INSTALLED WITH PAPER SIDE DOWN
SEED DO NOT SEED PREPARED AREA CELL
CELL
O
0
FLOW .
NOTE: WHEN USING
-
-
-
-
'
"

A (15cm) DEEP X 6
(15.m) WIDE TRENCH
2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6
WITH APPROXIMATELY 12" (30cm) OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE
BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12' (30cm) APART IN THE BOTTOM OF THE TRENCH.
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12' (30an)

1.5' NUN. PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF
STAPLE /STAKES SPACED APPROXIMATELY 12' (30-) APART ACROSS THE WIDTH OF THE BLANKET.
A L B 3. ROLL THE BLANKETS (A) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE
AG MST THE SOIL SURFACE, ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES
IN APPROPRIATE LOCATIONS AS SHOWN W THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEM', STAPLES/STAKES
9" MIN SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
PLAN CLASS I
RIP-RAP 4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2'-5' (5c--12.5cm) OVERLAP DEPENDING

_j. F.._.
#57 STONE MI . FILTER
FABRIC ON BLANKET TYPE. TO ENSURE PROPER SUM ALIGNMENT, PULE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING
INSTALLED ON TOP) EVEN WITH THE COLORED SEAM TIITCFI'ON THE PREVIOUSLY INSTALLED BLANKET.
SEDIMENT I
L THE DISTANCE SUCH THAT POINTS A AND 8 ARE OF EQUAL ELEVATION 5. CONSECUTNE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE
STORAGE 3" (7.5cm) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30cm) APART ACROSS ENTIRE
POOL
Z BLANKET WIDTH.
INVER7 FLOW
•
10•X70' MIN. B
"i A
12' CLASS A OF B NOTE.
EROSION CONTROL SIN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15cm) MAY BE NECESSARY TO
SECTION A-A MAINTENANCE - INSPECT CHECK DAMS AND CHANNELS FOR DAMAGE AFTER STONE PROPERLY SECURE THE BLANKETS.
EACH RUN-OFF EVENT.
ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND FILTER 2'I
FABRIC 24" MAX'
STONE PILE INLET PROTECTION EROSION FROM HIGH FLOWS AROUND THE EDGES OF THE DAM. CORRECT ALL
DAMAGE IMMEDIATELY. IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS. ,
Fa aPEWAY .-FITS LA9mT TxA' zH' INSTALL A PROTECTIVE RIPRAP LINER IN THAT PORTION OF THE CHANNEL. '

B9II5: REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS As NEEDED TO PREVENT NOTES,
DAMAGE TO CHANNEL VEGETATION, ALLOW THE CHANNEL TO DRAIN THROUGH. SECTION A - A ? SLOPE STABILIZATION WITH MATTING
xaoD wU, mrot[cra Suu BE Ax AACEmsaz urtrMArt. IT

4ulirsE JSEa SEINE -171010 sY 1- 031-
TIE .-Ts xASE e,Er amx av TIE._GS Fax esew,
n
THE STONE CHECK DAM, AND PREVENT LARGE FLOWS FROM CARRYING 1. PLACE STONE TO THE LINES AND DIMENSIONS SHOWN IN THE PLAN ON
SEDIMENT OVER THE DAM. ADD STONES TO DAMS AS NEEDED TO MAINTAIN A FILTER FABRIC FOUNDATION.
DESIGN HEIGHT AND CROSS SECTION.
NOT TO SCALE
P
s
2. KEEP THE CENTER STONE SECTION LEAST 9 INCHES BELOW
NATURAL GROUND LEVEL WHERE THE DAM ABUTS THE CHANNEL BANKS.

INLET
N
LET PROTE
G)

CTION

3. EXTEND STONE AT LEAST 1.5 FT BEYOND THE DITCH BANKS TO KEEP
1.
TEMPORARY ROCK SILT CHECK DAM OVERFLOW WATER FROM UNDERCUTTING HE DAM As IT RE-ENTERS HE
xo,
To
s a e
NOT TO SCALE CHANNEL. FINAL DESIGN -
RELEASED FOR
PERMITTING
720QU"PDRA,ED"'E RELEASED FOR DATE HIGHWAY 53 UTILITY RELOCATION
" " WIT RALEIGH, NO 27607 APPROVALS
[phone] FOR 2PIDCKSON DETAILS
Off6es L«etZsc BIDDING ONSLOW WATER AND SEWER AUTHORITY
V. NO. DESCRIPTION PATE r¢x7r n eawnunity hfraWWeWfe Msullmt. North CPraka Georgia CONSTRUCTION 22
REVISIONS eETAA3 5/30/2oa6 south CcI Rwide REcoRG D, ONSLOW COUNTY, NORTH CAROLINA

w
TOP OF DITCH SLOPE
UTILITY LINE
(DIAMETER VARIES)

BASE OF DITCH FOR -V- OITCH CLASS 8 CONCRETE
NOTE: CONTRACTOR RESPONSIBLE FOR REMOVAL
AND REPLACEMENT OF TEMPORARY GRAVEL r`? 1S ?i3
T p` ' '. T'a'rt } / ^?r0,14 ,
.
1y Y l
A V "SEAN _'r
CONSTRUCTON ENTRANCE WEN WORN
DICTATE S THAT ENTRANCE BE DISTURBED L
_
_
'? ?RTR kr? (r?',*V1rA{ rt?Q? 1 Z `R?•w '
F A :`)r * (}
A .1,
T
,a, - 6i
iA
A ?N
f
FOR UTILITY INSTALATON. W
r
,
?
R
9
_ -R' iz' IA r ?4l 'p!'?rTrLTgYZAr;.ly,?r?vyj r b ' 7
IP P'"Y,
'?
`YroC
A`
R
F_
v
,
,
?
nJa;' yra ?tlp,Np ?? t«l ro ?DI rA" «W?? X'G+?rA
05?r+1 rP °p_ U J'? rr W -r ) 1 4?`?,r? IV ,x
t D^? ( ro b S, ° I A'? A f 1
v
Y
p !;`
.>T - 1? r CAI
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nA S-E
p- lx
rtNnM B GS
'
.HU.Ts
n -
O
0P T
,
> I?auFOe? au
«wrtA 6" TRENCH WOTH 6"
G µ BASE OF DITCH FOR FOR PI AN
FLAT BOTTOM DITCH
P? NOT TO EXCEED 40 FEET
COARSE AGGREGATE-
"T SECTION
STONE SIZE = 2'-3"
i TOP OF DITCH SLOPE
CLASS
I
III
III
III
1
1 I
- CONCRETE
-
=
-
-
-
-
III-1-1 1-1 l=1 I-III-III-III-III=II
I-III-III-III-111-111-III-III-III III III-III-III-III-III-III' ,1.11DI STONE
SGTExIhE BAGS

'50' I
BASE OF DITCH FLOW LINE I LENGTH IN FEET EQUALS TWICE THE WIDTH J BASE OF DITCH FLAW LINE HO7:S
s pETNI CMl BE GSED par Anu
MIN UM ROALMAY HAS BEEN PAVED.
-III-III-III- _ _ III-
JIL-_IIIQ III-III-III-11 ?i III-111_111-1 ro1FS AND SEDIMENT NEED TO BE
?rtDEBa

HI (??=??I
II?? CATCH BASIN/DROP INLET PROTECTION 6" 6"
.
EIEVA710N NOT TO SCALE
PLAN
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SILT BASIN (NCDOT 1630.02)
ANTI-SEEP COLLAR
r
-'
NOT TO SCALE NOT To 4
)
2) NOT TO SCALE
ROAD
ROAD END CONSTRUCTION
O CORUREID 48" x 18" CONSTRUCTOR AHEAD
ROAD
Oe"swucnaN 36"x36"
TIE ROD
INSERTION VALVE INSERTION

THRUST COLLAR ?
CONSTRUCTION (SEE PLANS FOR SIZE)
AHEAD
I

3 OR MORE FEET
FROM EDGE OF

RESTRAINING GLAND
MJ PLUG
WORK AREA PAVEMENT
= 3
GONG.
.INI..l 500' MIN. BLOCKING
TRAFFIC CONTROL OFF-HIGHWAY CONSTRUCTION SIGNAGE LAYOUT
2
1
NOT TO SCALE NOT TO SCALE
4PG a.

x
200'2
100' TO P , °
c
200' FLAGMAN
.. <
ENO G
WNSIRUCRO 50', TYP.
ROADWAY
FLAGMAI ••••••• 60"X 24"
STRUCTON TRAFFIC
ROAD ONE LANE TRAFFIC
ON6TRUCTION ROAD FLA?AN CONES CONES
AHEAD AHEAD
MJ K MJ TAPPING SLEEVE
D' TO 1 MILE MAX.
500' 500' 500' 100' WORK AREA 2004
WARNING SIGN SEQUENCE IN
OPPOSITE DIRECTION SAME AS
SHOWN ABOVE
NOTE:
ALL WARNING SIGNS TO BE A MINIMUM OF 36" x 36" AND TO
' BE REFLECTORIZED WHEN USED AT NIGHT '
MJ X MJ TAPPING SLEEVE RODDED TO THRUST COLLAR
ON-HIGHWAY CONSTRUCTION SIGNAGE LAYOUT 21

NOT TO SCALE NOT TO SCALE
5e NOT REQUIRED
21 NOT TO SCALE FINAL DESIGN
_
M-AS 0
PERMITTING
neuT MuMm aAxxA evt RELEASED FOR DATE
720 CORPORATE
(919) CENTER 27 SIDS HIGHWAY 53 UTILITY RELOCATION 71
oMr rt reran an AA 782_.8. 7707 APPROVALS L
(D79) 96 FOR
LE n DDICKSON OMaL-Otis BIDDING ONSLOW WATER AND SEWER AUTHORITY DETAILS
EV. NO. DESCRIPTION DATE k- canminRr InhasWtture comWlmte North CortlMo Goor9ln CONSTRUCTION 22
REVISIONS 0Q"L° 6/30%7008 Saute Co dino RoridO RECORD DWG. ONSLOW COUNTY, NORTH CAROLINA

ELEVATION VARIES
REFER TO PROFILE
1' LETTERING MINIMUM A/G WEIGHT
FRAME 262 MANHOLE FRAME AND COVER FOR MANHOLE FRAME AND COYER OR
RECESSED FLUSH COVER 170
A TOTAL 432
0
17/B' MANHOLE STEP 2'-0'
* O - DIA HOLES COVER 120 Ihs. MINIMUM _
I
,
AT i 2?
,
-
I
I < Q
1/4' S NEW MANHOLES USE AN APPROVED BITUMINOUS
5/8' BASE SEALANT NAT SHALL APPLIED TO
A LJ A
THE TOP O THE ONE SECTION TO PROVIDE
_
®
®
3A WATER TIGHT SEAL.
MANHOLE CONE AND BARREL
?
?
/
Q SECTIONS SHALL BE AS PER
?
N.C.D.O.T. STANDARD 840.67
/TYPICAL LIFTING DEVICE 5
V
V
4• 10i0 6'DIA AS RED'
?(r ECCENTRIC M.H. CONE MAY
V
BE USED ON AND
26 3/4' RIG SEAL 10' SEWER MAINS A
0 1 OR RAM -NECK
4
RUBBER BOOT 5
0000000 0000000
PLAN .
A
LL
28
I/4' N o
A
T E LOWER THH
SIDE ELEVATION
N
I/d MAIN SPRINGLIKE. PLAN
?
1 3/B
EATS
6'
26
^ SUP RESISTANT CL
2 7
8' ?I ^ A a M" 1
°
T
/
MANHOLE TO S ARE . WEN EXCE S OF ' P E
• ° EXCESS OF 3' ABOVE GRADE n
,
7 1/2' OUTSIDE STEPS MUST BE PROVIDED. I ^ ^ ^ ^
SECTION A-A SEE STEP DETAIL qe^; ^ ^
GASKET IN VERTICAL
? y
y
FACE OF COVER B
M
RING MUST BE 26 1/d"?
ANCHORED RED / USED TO MINIMIZE MANHOLE MANHOLE BE 12
DIAME
28 3 4 ?{ DIAMETE WHEN A LARGER MAN ANHOLE
24' ACCORDANCE E FRAME 182 bS
?
.
'de IS REWIRED BECAUSE OF THE
H-3'?--2B'-
WITH ® } ELEVATION
1 DEPTH, IN WHICH CASE MAW SIZE
34' WILL L DICTATE MANHOLE DIAMETER. #3 OR p4 gEBAR
'
24
I A A MIN. 8" COMPACTED 167 STONE CORROSION RESISTANT MATERIAL
RASE TO INSTALL O (RUBBER
PLASTIC)
,
A HANDER NEW W MANHOLE.
1.? 26' ?I
-
IN NON-TRAFFIC AREAS, TOP OF
FRAME ME AND COVER SHALL BE
5/B' Q INSTALLED A MIN. O I' ABOVE
STAINLESS STEEL RED 33' FINISHED GROUND SURFACE.
TYPICAL LIFTING DEVICE MEASUREMENTS IN INCHES SECTION A-A
D]AMETER OF MANHOLE MAIN SIZE OR DEPTH OF INSTALLATION
IDPOFCOVER 4•-0• TOIS" D'TO12' 4STANDARD SLIP RESISTANT MANHOLE STEP DETAIL
STANDARD MANHOLE COVER 5-0• 15" TO 30' 1 12' TO 20' NOT TO SCALE
6'-0 36'1054" 20' AND GREATER
2e
NOT To SCALE 3
MANHOLE FRAME AND WATERTIGHT COVER
FLOW
NOT TO SCALE eSTANDARD PRECAST SANITARY SEWER MANHOLE
NOT TO SCALE
GENERAL NOTES
NTAKE HOSE
cu ss A
TREES LOOMED MNIN THE STREET RIGHT O WAY AND THOSE IDENTFIED IN STONE F
BE BY-PASS
P
SANITARY SIGNER EASEMENT BE PROTECTED SHALL LL
RMANENT
VA
RO
TECT ED
O
C
FOLOWING PUMP
FROM DAMAGE AND/OR REMOVAL REM
OVAL THIS INCLUDES
A
TVMES:
DRIVEWAYS.
AGTYTES: STORM DRAINAGE, UNDERGROUND IN THE ZONE SI
UTILITIES MAY BE TUNNELED IN THE ROOT ZONE AT A 24' WORK
U
NIMUM PROVIDING
AND
ME APPROVED SNOWING THE LOCATION \ AREA
METHOD. THAT PLANS M
AND MCOp, DE-WATERING
MANHOLE BASE SECTION PUMP
BARRIERS SHALL EXTEND AROUND MUNK AS SHOWN. THEY SHALL
NEOPRENE BOOT ENCOMPASS THE TREES WITH A RADIUS OF NO LESS THAN ONE FOOT (V) FOR MPERVOUS MIQ
EVERY ONE INCH (1') OF TRUNK DIAMETER UNLESS OTHERMSE DETAILED. DIKE
?iAOgl9Wl PoIt6EZ39?RFGl -
-E
P
SION
®
//
X
AN
BRIO DEVIATIONS FROM MIS MUST BE APPROVED ON M INDIVOUAL BASS BY THE X&AMM M NOW IN OOMNMt BAAWA66.
ENGINEER. ALL TREE PROTECTION BARRIERS SHALL BE INSTALLED PRIOR TO
GROUT MOUND PIPE-TO ANY GRADING OR OTHER LAND DISTURBING ACTIVITY. THEY SHALL BE
BE FLUSH WITH INSIDE CONSTRUCTED FROM MY MATERIAL SUBSTANTIAL ENOUGH TO DESIGNATE THE
FACE OF BASE SECTION PROTECTED AREA AND PROTECT THE ROOTS, TRUNK, AND CROW! OF THE
TREE. EXAMPLE. 2.4 STANDARDS AND 1.4 RAILS; SILT FENCING, ETC. SILT BAG
3'M'
CLASS A DISCHARGE HOSE
GRAVTY SEWER 3' MAN. LOCATION STONE MJa'NKd SD4 WAN iN fsW
f'AS ??
IN SOME CASES PERMITS MAY BE ISSUED TO ALLOW TEMPORARY (30
F w AS F4EySMY
MANHOLE
'
'
DAYS) ACCESS ACROSS THE PROTECTED AREA. MULCH, 4
TO B
DEEP NOTE: HOSE SHOULD BE
INVERT
yI
.,
WILL BE REWIRED IN THESE AREAS TO ACT AS A CUSHION TO PREVENT
SOIL COMPACTION. 00 NOT STORE MATERIALS OR PARK MACHINERY IN KEPT OUTSIDE OF WORK T, E
° ANY PORTION OF THE PROTECTED ROOT ZONE. AREA
PIPE DUMP °
T
FILL DIRT NO DEEPER NM TWO INCHES SHALL BE ALLOWED WTHIN NE DRIP f
gAp1M.,.W W WMlA.
LNE OF THE WEE JJJ///ip aNGR +"Ir>•'W_'D..W
. ONE f00i FOR EACH '.1 +` r•"? P1
RP! N4 Gf-TA 94W $,L 1
[
1)
INCH OF TMNN DIAMETER `X
1 IN THE PROTECTED ROOT ZONE, STUMPS. DEAD TREES, AND SHRUB ] T STABILIZED OUTFALL
- (6' MINIMUM WON) NO ES: Y ^C
T
GROWN SHALL BE CUT FLUSH OR GROUND OUT. NO GRUBBING IS _ CU55 A STONE FILTER FABRIC
PERMITTED. 1. PUMP AROUND SHALL BE CONDUCTED WHEN JURISDICTIONAL `- '-' /M{WWF
DEAD TREES @ SCRUB GROWTH STREAM ARE CROSSED. ALL DISTURBANCE IN STREAM AND Y
• S0; WTArzFIC FGT
SHALL BE CUT FLUSH MN
REMOVE ALL BARRIERS UPON COMPLETION OF PROJECT AND FILL ME HOLES CHANNEL SHALL BE CONDUCTED IN THE DAY.
'ADJACENT GRADE. GRUBBING
5
^
`?R
ALLOWED UNDER DRIP ONE. 2. EXCAVATION SHALL BE PERFORMED ONLY IN DRY AND/OR •
TREES NAT DIE AS RESULT OF THE CONTRACTOR'S NEGLIGENCE TO THESE ISOLATED SECTIONS OF CHANNEL.
SPECIFICATIONS SHALL L BE REMOVED AND REPLACED UNDER NE DIRECTION 3. IMPERVIOUS DIKES SHOULD BE USED TO ISOLATE WORK AREAS DISCHARGE 1N21ACX p,NLHYWW
O ONWASd. FROM STREAM FLOW. HOSE

mc*vIom
NOTES:
? -
4, ME CONTRACTOR SHALL NOT DISTURB MORE AREA THAN CAN BE EXISTING M1
1. MATERIAL SPECIFICATIONS: NEOPRENE BOOT - ASTM C-923; PIPE ROOT PRUNING: ROOT PRUNING SHALL BE KEPT 70 AN ABSOLUTE MINIMUM REMOVE ALL BARNIER$ IRON _ STABILIZED M ONE WORKING DAY. A MAXIMUM OF 1000 FEET MAY GROUND
CLAMP & EXPANSION CLAMP - STAINLESS STEEL, ASTM C-923. ROOT PRUNING SHALL BE STARTED MTHIN FIFTEEN DAYS AFTER NE AWARD COMPLETION OF PROJECT BE DISTURBED AT ANY ONE TIME.
'
OF THE CONTRACT AND SHALL BE COMPLETED WITHIN FIFTEEN DAM AFTER 5. THE BY-PASS PUMP SHOULD ADEQUATELY CONVEY MINIMUM 450 TTXNLIC 141" fyM
15' TO 20'
'
'
"
2. TWO PIPE CLAMPS REWIRED FOR PIPE O.D
AND LARGER. ST RTNG WORK. THE CUT IS TO BE MADE NO MORE THAN 6
BEHIND THE GALLONS / MINUTE
S 15
BACK OF THE CURB OR WERE DIRECTED BY ENGINEER. THE CUT SHALL PERFORMANCE y450 GPM ONLY
B MADE TO A DEPTH OF TWO FEET BELOW ME SOIL SURFACE
THE / y Vy
/ 7 7
DIKE MUST BE CONSTRUCTED OF NON-ERODIBLE MATERIALS
.
n
.
STABILIZED
ROOTS SHALL BE CUT CLEANLY LEAVING A SMOOTH SURFACE. ALL CUT SUCH AS SANDBAGS. OUTFAU CUSS

SURFACES OF ROOTS TWO INCHES OR LARGER IN DIAMETER SHALL BE A STONE
COVERED IMMEDIATELY WITH MEE WOUND DRESSING. ROOT PRUNING
SEQUENCE OF CONSTRUCTION FOA TYPICAL RINP A"111ND
EQUIPMENT SHALL BE KEPT SHMP TO ENSURE NAT ROOTS ARE CUT
CREEK OTP'JSINC ' COFFER DAM
CLEANLY AND ARE NOT BROKEN OR TORN BY DULL OR UNSUITABLE PUCE BARK MULCH AT AREAS
STANDARD MANHOLE BOOT EQUIPMENT. NOT PROTECTED BY BARRIER I. INSTALL STILLING BASIN AND STABILIZED OUTFALL USING CLASS A
RIP RAP AT THE DOWNSTREAM END OF THE DESIGNATED PROJECT
?
NOT TO SCALE PRUNING AND THINNING OR EXISTING TREES ALL BRANCHES OVERHANGING OW OA DWNC CHEF yEW TRFj WORKING AREA. FILTER FABRIC
ME ROADWAY OR EASEMENT SHALL BE REMOVED TO A HDGHT OF LESS THAN 12' DBH 1-4' CALIPER TREES Z. THE CONTRACTOR WILL INSTALL THE PIMP AROUND PUMP AND
.' OF CLASS A STONE
SEVENTEEN FEET. DEAD MOOD AND CROSSED BRANCHES SHALL BE ME TEMPORARY PIPING THAT WILL CONVEY THE BASE FLOW FROM
11-10' DBN 2-4' CALIPER CHEFS
REMOVED FROM THE TREES WHIN THE CONTRACT AREA. THE PRUNING
UPSTREAM OF THE WORK AREA TO THE STABILIZED OUWALL.
4
SHALL BE GONE M A MANNER WHICH PRESERVES THE NATURAL CHARACTER 2 O-28' DBH 3
C TREES 3. INSTALL UPSTREAM IMPERVIOUS DIKE AND BEGIN PUMPING SIT BAG PROFILE
:4
OF THE CROWN. 26-30' DISH 4-4' CALIPER TREES OPERATIONS FOR STREAM DIVERSION.
:
EXISTING CHANNEL
"
DBN 5-4' CALIPER TREES 4. INSTALL THE DOWNSTREAM IMPERVIOUS DIKE AND OEWATERINC
FERTILIZATION: A FORMULATION O 31-1D-6 ANALYSIS FERTILIZER OR OTHER ABOVE 36
AS APPROVED BY THE CITY AND THE ENGINEER SHALL BE USED. TREES PUMPING APPARATUS IF NEEDED TO DEWATER THE ENTRAPPED
SHALL BE FERTILIZED WHIN THE PROTECTED ROOT ZONE AT THE RATE OF 6 AREA THE PUMP AND HOSE FOR THIS PURPOSE SHALL BE OF
LBS. NITROGEN PER 1000 SF. SOURCE O NITROGEN SHALL BE NO LESS THAN SUFFICIENT SIZE TO DEWATER THE 'JW0RK AREA. THIS WATER WILL e PUMP AROUND
5= UREA FORMALDEHYDE (SLOW RELEASE LOW SALT INDEX). NIS LIQUID ALSO BE PUMPED TO AN OUTFALL STABILIZED MTH CLASS A RIP
FERTILIZER 1S USED WTH A WEE FEEDING NEEDLE. AN EQUIVALENT DOSAGE RAP. NOT TO SCALE
SHALL BE APPLIED USING THE SAME PATTERN O HOLE. 5. THE CONTRACTOR WILL PERFORM STREAM RESTORATION WORK IN
ACCORDANCE WITH THE PLAN AND FOLLOWING THE GENERAL
CONSTRUCTION SEQUENCE.
6. THE CONTRACTOR WILL EXCAVATE ANY ACCUMULATED SILT AND
DEWATER BEFORE REMOVAL OF THE IMPERVIOUS DIKE. WEN "
` DEWAIERING AREA, ALL DIRTY WATER MUST BE PUMPED THROUGH
PUMPS
A SILT BAG
REMOVE IMPERVIOUS DIKES
AND TEMPORARY CREEK CROSSING
,
.
,
`-WEE LIMB @ TREE PROTECTION DETAIL
REMOVAL FLEXIBLE HOSE/PIPING STARTING MN NE DOWNSTREAM DIKE
NOT TO SCALE FIRST.
COFFER DAM
7. ONCE THE WORKING AREA IS COMPLETED, REMOVE ALL RIP RAP NOT TO SCALE
8
AND IMPERVIl S DIKES AND STABILIZE DISTURBED AREAS WTH FINAL DESIGN -
SEED AND MULCH. RELEASED FOR
8 ALL WORN IN CHANNEL MUST BE COMPLETED BEFORE REMOVING PERMITTING

720 CORPORATE CENTER D EE RELEASED FOR DATE HIGHWAY 53 UTILITY RELOCATION
wW " ii urz RALDGN, NC 27607 APPROVALS rl A]
MARCH 2066 [phone] FOR DETAILS L L
DICKSON aDO. RommN BIDDING ONSLOW WATER AND SEWER AUTHORITY
REV. NO. DESCRIPTION GATE FWK xxR IF Clr6MRit7 IIITYOWhMCt- _wItmb N" CordIna G_v. CONSTRUCTION 22
REVISIONS u7xs e/3o/20o6 South II noruN RECORD DWG.. ONSLOW COUNTY, NORTH CAROLINA