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1101 Haynes Street, Suite 101
Raleigh, North Carolina 27604
919-828-3433

EcoScience

January 14,2009

Cyndi Karoly
Wetlands and Stormwater Branch
401 Oversight/Express Permitting Unit
1650 Mail Service Center
Raleigh, North Carolina 27699-1650

RE: Application for Section 401 Permit and NWP Nos. 3 and 33 Authorization
For culvert replacements on Joe's Branch in Havelock, NC

07-389

Dear Ms. Karoly,

Please find enclosed five copies of the Pre-Construction Notification for culvert replacements on Joe's
Branch in Havelock, NC (DWQ Project # 09-0025). A request had been made for four additional copies,
but this submittal includes supplemental information. Please review this copy of the document for your
approval. Thank you for your attention to this matter. Ifthere are any questions, please contact me at the
above phone number or at [e-mail] to address them.

Sincerely,

F tJ.;t+

Justin Wright
Scientist II

cc: Tracey Wheeler, USACE

Attachments

kl

EcoScience: A Division of PBSI~

Raleigh, North Carolina

EcoScience

1101 Haynes Street, Suite 101
Raleigh, North Carolina 27604
919-828-3433

December 31, 2008

Cyndi Karoly
Wetlands and Stormwater Branch
401 Oversight/Express Permitting Unit
1650 Mail Service Center
Raleigh, North Carolina 27699-1650

RE: Application for Section 401 Permit and NWP Nos. 3 and 33 Authorization
For culvert replacements on Joe's Branch in Havelock, NC

07-389

Dear Ms. Karoly,

Please find enclosed a Pre-Construction Notification and supporting materials to apply for a Section 401
permit for 308.09 feet of temporary impacts created by the replacement of 7 culverts road crossings
situated on Joe's Branch in Havelock, NC. Please find attached to this summary letter a project location
map (Sheet 1), permit drawings (Sheets 2-8), cross-sectional views (Sheets 9-15), and a completed Pre-
Construction Notification form for Nationwide Permit (NWP) Nos. 3 and 33.

Proiect Description: The City of Havelock proposes to replace culverts along Joe's Branch, located west
of US 70 (Sheet 1). The land use surrounding the proposed replacements is residential, and the natural
community type is maintained/disturbed land. Joe's Branch is the only jurisdictional feature located in
the vicinity of the culvert replacements. 308.09 linear feet of temporary impacts to Joe's Branch are
anticipated as a result of the proposed project. Impacts to these jurisdictional areas are expected to occur
as a result of replacement of an existing structure and dewatering of the stream in the replacement
location; therefore, the City of Havelock proposes to perform these activities under NWP Nos. 3
(Maintenance) and 33 (Temporary Construction, Access and Dewatering).

Table 1: Culvert replacement locations on Joe's Branch:

Replacement Latitude Longitude
Hollywood Boulevard 34.869874 -76.904168
Fairview Street 34.865851 -76.903861
Pine view Street 34.863769 -76.903127
Bryan Street 34.863757 -76.903015
Nunn Street 34.862510 -76.902618
Speight Street 34.861361 -76.901480
Karol Street 34.860237 -76.899265

We appreciate your attention and assistance in this matter. Please let us know if any additional
information is needed to expedite the permitting process.

Sincerel y ,

Justin Wright
Scientist II

cc: Tracey Wheeler, USACE

Attachments

Office Use Only:

Form Version March 08

USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/ A".)

I. Processing

1. Check all of the approval(s) requested for this project:
[gJ Section 404 Permit [gJ Riparian or Watershed Buffer Rules
D Section 10 Permit D Isolated Wetland Permit from DWQ
[gJ 401 Water Quality Certification D Express 401 Water Quality Certification

2. Nationwide, Regional or General Permit Number(s) Requested: NWPs 3 and 33

3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: D

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: D

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: D

II. Applicant Information

1. Owner/Applicant Information
Name: City of Havelock
Mailing Address: 104 Outer Banks Drive
Havelock, NC 28532
Telephone Number: 252.444.6410
E-mail Address:[e-mail]

Fax Number: 252.444.2616

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:
Company Affiliation:
Mailing Address:

Telephone Number:
E-mail Address:

Fax Number:

Page 5 of 13

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: City of Havelock Culvert Replacements along Joe's Branch

2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A

3. Property Identification Number (Tax PIN): N/A

4. Location
County: Craven Nearest Town: Havelock
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): All replacements are located east
of Highway 70 in Havelock, NC. None of the replacements are more than 0.5 miles from 70,
located on: Hollywood Boulevard, Fairview Street, Pineview Street, Bryan Street, Nunn
Street, Speight Street, and Karol Street.

5. Site coordinates (Lat/Long or decimal degrees): View cover letter
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)

6. Property size (acres): 0.6 Acres in 7 Limits of Disturbance boundaries

7. Name of nearest receiving body of water: Joe's Branch

8. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h20.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: Each replacement is surrounded by residential land with
homes present.

Page 6 of 13

10. Describe the overall project in detail, including the type of equipment to be used: The Citv
of Havelock proposes the replacement of 7 culverts at crossings of Joe's Branch on
residential roads east of Highwav 70 in eastern Havelock. Heavv dutv construction
equipment will be necessary for the replacements. All replacement culverts are box culverts
and will be buried one foot into the ground. Cross-sectional areas at each crossing will be
increased. The replacement culvert at Hollywood Blvd will be 5' x 8'. The Fairview St.
replacement will be 2 3.5' x 5' culverts. The Pineview St. replacement will be a 4.5' x 8'
culvert. The Bryan St. replacement will be a 4' x 7' culvert. The Nunn St. replacement will
be a 4' x 5' culvert and a 4' x 4' culvert. The Speight St. replacement will be 2 3' x 4'
culverts. The Karol St. replacement will be 2 3' x 4' culverts. Soils tests will be conducted
beneath each culvert to determine soils characteristics, and a minimum of 6" laver of clean
57 stone will be placed as bedding for each culvert and compacted. Additional bedding
measures mav be emploved if soils tests dictate. These procedures should minimize the risk
of culvert settlement. After these replacements are complete, all temporary fills and
structures will be removed and the area restored to pre-project conditions.

11. Explain the purpose of the proposed work: The purpose of this project is to improve
drainage in this portion of the city, as the current culverts are failing structurally and are
impeding the flow of water in Joe's Branch.

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. On Februarv 6, 2008, a request for USACE concurrence of a Section
404 jurisdictional area delineation was sent to Tracy Wheeler of the Washington Regulatory
Field Office.

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.
N/A

Page 7 of 13

VI. Proposed Impacts to Waters of the United StateslWaters 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: Impacts to iurisdictional areas under
the Clean Water Act due to the proposed proiect footprint include 308.09 linear feet of
temporary impacts to perennial stream.

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.

Wetland Impact Type of Wetland Located within Distance to Area of
lOa-year Nearest Impact
Site Number Type of Impact (e.g., forested, marsh, Floodplain Stream (acres)
(indicate on map) herbaceous, bog, etc.) (yes/no) (linear feet)
N/A N/A N/A N/A N/A N/A
Total Wetland Impact (acres) 0.0

3. List the total acreage (estimated) of all existing wetlands on the property: 0.0

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 Perennial or Average Impact Area of
Number Stream Name Type of Impact* Intermittent? Stream Width Length Impact
(indicate on map) Before Impact (linear feet) (acres)
1 Joe's Branch T,E,C Perennial 9 60.55 0.01
2 Joe's Branch T,E,C Perennial 8.5 41.13 0.01

Page 8 of 13

3 Joe's Branch T,E,C Perennial 8 34.87 0.01
4 Joe's Branch T,E,C Perennial 7.5 40.53 0.01
5 Joe's Branch T,E,C Perennial 7 40.35 0.01
6 Joe's Branch T,E,C Perennial 6 50.32 0.01
7 Joe's Branch T,E,C Perennial 6 40.34 0.01
Total Stream Impact (by length and acreage) 308.09 0.07

* T = Temporary Dewatering, E = Excavation, C = Culvert Replacement

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 Name of Water body Type of Water body Area of
Site Number (if applicable) Type of Impact (lake, pond, estuary, sound, bay, Impact
(indicate on map) ocean, etc.) (acres)
N/A N/A N/A N/A N/A
Total Open Water Impact (acres)

6. List the cumulative impact to all Waters of the U.S. resulting from the project:

Stream Impact (acres): 0.07
Wetland Impact (acres): 0.00
Open Water Impact (acres): 0.00
Total Impact to Waters of the U.S. (acres) 0.00
Total Stream Impact (linear feet): 308.09

7. Isolated Waters
Do any isolated waters exist on the property? DYes [gJ 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.
N/A

8. 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): D uplands D stream D wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A

Page 9 of 13

Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Current land use in the vicinity of the pond: N/ A
Size of watershed draining to pond: N/ A Expected pond surface area: N/ A

VII. Impact Justification (A voidance and Minimization)

Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. The City of Havelock is
committed to incorporating all reasonable and practicable design features to avoid and minimize
stream impacts. A voidance measures were taken during proiect planning, and minimization
measures were incorporated as part of the proiect design.

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://h20.em.state.nc. us/ncwetlands/ strmgide.html.

1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,

Page 10 of 13

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.
Jurisdictional impacts total 308.09 linear feet of temporary stream impacts to Joe's
Branch. Temporary impacts to streams will be restored on-site upon project completion.
Restoration of temporarily disturbed stream includes re-establishment of pre-project stream
flow and pre-project stream elevations.

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://h20.enr.state.nc.us/wro/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page three and provide the following information:

Amount of stream mitigation requested (linear feet): N/ A
Amount of buffer mitigation requested (square feet): N/ A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A

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 IZI No D

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 D No IZI

3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEP A or SEP A final approval letter. Yes D No D

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.

Page 11 of 13

1. Will the project impact protected riparian buffers identified within l5A NCAC 2B .0233
(Neuse), l5A NCAC 2B .0259 (Tar-Pamlico), l5A NCAC 02B .0243 (Catawba) l5A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify ) ? Yes D No [g]

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.

Zone* Impact Multiplier Required
(square feet) Mitigation
1 0.0 3 (2 for Catawba) N/A
2 0.0 1.5 N/A
Total 0.0 N/A

* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.

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 l5A NCAC 2B .0242 or .0244, or .0260. N/A

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. The appropriate sediment and erosion control practices will equal or exceed those
outlined in the most recent version of the "North Carolina Sediment and Erosion Control Planning and
Design Manual." This proiect will be in full compliance with all specifications governing the proper
design, installation, and operation and maintenance of such Best Management Practices in order to assure
compliance with appropriate water quality standards. In addition, all sediment and erosion control
measures placed in waters shall be removed and the original grade restored within two months after the
proposed proiect is completed.

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.
N/A

XIII. Violations (required by DWQ)

Is this site in violation of DWQ Wetland Rules (l5A NCAC 2H .0500) or any Buffer Rules?
Yes D No [g]

Page 12 of 13

Is this an after-the-fact permit application? Yes D

No C8:J

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 D No C8:J
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
htto://h20.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:

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 13 of 13

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Project
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BRANCH
HAVELOCK

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Title:

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REVISIONS

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Project:

JOES
BRANCH
HAVELOCK

Craven County,
North Carolina

Title:

JURISDICTIONAL
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Date: Scale:
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BRANCH
HAVELOCK

Craven County,
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JURISDICTIONAL
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JOES
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North Co orulnty,
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Client:

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Project:

JOES
BRANCH
HAVELOCK

Craven County,
North Carolina

Title:

JURISDICTIONAL
IMPACTS
PERMIT SITE 5

Dwn. By:
TAL

Ckd. By:
JW

Date: Scale:
JAN 2009 AS SHOWN

Project No.:

07-389

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Client:

~~rtMi~e~1'm~

Project:

JOES
BRANCH
HAVELOCK

Craven County,
North Carolina

Title:

JURISDICTIONAL
IMPACTS
PERMIT SITE 6

Dwn. By: Ckd. By:
TAL JW

Date: Scale:
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SHEET

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EcoScience

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REVISIONS

Client:

~~rtMi~e~1'm~

Project:

JOES
BRANCH
HAVELOCK

Craven County,
North Carolina

..

Title:

JURISDICTIONAL
IMPACTS
PERMIT SITE 7

Dwn, By: Ckd, By:
TAL JW

Date: Scale:
JAN 2009 AS SHOWN

Project No,:

07-389

SHEET

8

HOllYWOOD BLVD. ALIGNMENT

20

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LINE

15

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10

/
/

5

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20

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Prepared by: Client: Dwn. By: Ckd By: SHEET
JOES BRANCH
~ HAVELOCK TAL JW
Date:
1IM!;rt~Qe~1~%F;ffi PROFILE JAN 2009 9
Scale:
EcoScience
A division of I'BSI. PERMIT SITE 1 AS SHOWN
Ese Project No.:
CRAVEN COUNTY, NC
07 -389

F AIRVIEW STREET ALIGNMENT

20

20

PROPOSED GRADE

15

15

10

10

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5

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0+50

5
0+75

HORIZONTAL AND VERTICAL SCALE IN FEET

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JOES BRANCH
~ HAVELOCK TAL JW
Date:
1IM!;rt~Qe~1~%F;ffi PROFILE JAN 2009 1 0
Scale:
EcoScience
A division of I'BSI. PERMIT SITE 2 AS SHOWN
Ese Project No.:
CRAVEN COUNTY, NC
07 -389

PINEVIEW STREET ALIGNMENT
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Date:
1IM!;rt~Qe~1~%F;ffi PROFILE JAN 2009 1 1
Scale:
EcoScience
A division of I'BSI. PERMIT SITE 3 AS SHOWN
Ese Project No.:
CRAVEN COUNTY, NC
07 -389

BRYAN STREET AUGNMENT

25

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PROPOSED GRADE

20

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15

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10

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L EXISTING SANITAR
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5

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0+50

5
0+75

HORIZONTAL AND VERTICAL SCALE IN FEET

Prepared by: Client: Dwn. By: Ckd By: SHEET
JOES BRANCH
~ HAVELOCK TAL JW
Date:
1IM!;rt~Qe~1~%F;ffi PROFILE JAN 2009 1 2
Scale:
EcoScience
A division of I'BSI. PERMIT SITE 4 AS SHOWN
Ese Project No.:
CRAVEN COUNTY, NC
07 -389

NUNN STREET AUGNMENT

25

25

PROPOSED GRADE

15

20

20

15

E ISTING WATER
LINE

8

10

10

EXISTING SANITARY
SEWER LINE

0+00

0+50

8
0+75

HORIZONTAL AND VERTICAL SCALE IN FEET

Prepared by: Client: Dwn. By: Ckd By: SHEET
JOES BRANCH
~ HAVELOCK TAL JW
Date:
1IM!;rt~Qe~1~%F;ffi PROFILE JAN 2009 1 3
Scale:
EcoScience
A division of I'BSI. PERMIT SITE 5 AS SHOWN
Ese Project No.:
CRAVEN COUNTY, NC
07 -389

SPEIGHT STREET ALIGNMENT

25

25

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15

20

20

15

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10

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0+50

10
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Prepared by: Client: Dwn. By: Ckd By: SHEET
JOES BRANCH
~ HAVELOCK TAL JW
Date:
1IM!;rt~Qe~1~%F;ffi PROFILE JAN 2009 1 4
Scale:
EcoScience
A division of I'BSI. PERMIT SITE 6 AS SHOWN
Ese Project No.:
CRAVEN COUNTY, NC
07 -389

KAROL DRIVE ALIGNMENT

25

25

PROPOSED GR DE

20

20

15

0+00

0+50

15
0+75

HORIZONTAL AND VERTICAL SCALE IN FEET

Prepared by: Client: Dwn. By: Ckd By: SHEET
JOES BRANCH
~ HAVELOCK TAL JW
Date:
1IM!;rt~Qe~1~%F;ffi PROFILE JAN 2009 1 5
Scale:
EcoScience
A division of I'BSI. PERMIT SITE 7 AS SHOWN
Ese Project No.:
CRAVEN COUNTY, NC
07 -389