20011777 Ver 1_COMPLETE FILE_20011205

NIATF
Q 19 Michael F. Easley, Governor
O? William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
\
co r Gregory J. Thorpe, Ph.D.
> y Acting Director
p -? Division of Water Quality
December 14, 2001
DWQ # 01-1777
Halifax County
County of Halifax
PO Box 38
10 N King Street
Halifax, NC 27839
APPROVAL of 401 Water Quality Certificaiffart
Dear Sirs:
You have our approval, in a=rdance -Mitt`, the attar-red condrtorw_ to tern;_cxarily fill 0.26 acres of wetlands and to
impact waters of the state for ttt-e purpose or ?structm t-e Halifax. Comty War System Extensions-Phase VIII project,
as described in your application iaterials rer ihed by $72? Dvision cf Water Qt3ufity on December 5, 2001. After reviewing
your application, we have decided that this -tuv_rr is cove by Ger*_?I Water Ctity Certification Number 3288, which can
be downloaded from our web s*- httpJ?Yc:_ rstate .nc s/ncwc+ands_ This Certification allows you to use Nationwide
Permit Number 12 when the US =.rrmy Cotes _r =ngine_-_-. USACE ess:jes it. In addition, you should get any other federal,
state or local permits before you _o ahead your pra0_u includinc (5A not R-ifted to) Sediment and Erosion Control,
Non-Discharge, State Stormwa?_- and Wam Sapply VV;staahed recajie gns. fi'so this approval will expire when the
accompanying 404 permit expires= unless cctrF3,wise spea-zfed in the Gt_-,xsral Ce irtcation.
This approval is only valid tr the purpcs nd deW.:hat you jes--rilbed is your application. If you change your
project, you must notify us in wrtre and ycu Trey be required to seer Ls anew application for anew certification. If the
property is.sold,-the neiri owner .-.List be gFo_=r,a copy cr tte Certifixztoon and ancinNal letter and is thereby responsible for
complying with all concffions. If 1?1 wetla-c its for ff- s pnject (rya n- in the immure) exceed one acre, compensatory
mitigation may be required as ba-luc-nbed in " . MCAC ?^ :506 (h 'L Fu-this a-rr-oval to be valid, you must follow the
conditions listed in thE attache rdicatia-?_
If you do not acrat any of `e cond63mmf this rzrtifeation, y av r.-?ay ask'br an adudtcatory hearing. You must act
within 60 days of the die that -p receive fnif letter. -iD wx for a i-t_aring, senr a written petition which conforms to
Chapter 150B of the Nr.rth Ca: Kira Genera Daz:utes = the Office ? A: minis* sirs Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27611-5714. Tits tificaticaa and its ccmtitans are trml and belling unless you ask for a hearing.
This letter completes the naxiernr of the 1:ri?ibion of `it ear Quak ur>3er Secii n 401 of the Clean Water Act. If you have
any questions, please felephore Seve Mit>=twal'in the UW?" )Raleigi tonal € fff m at 919-571-4700 or John Hennessy at
919-733-1786.
J. T Ph
Acting Direcbr
Attachment
cc: USACE Raleigh Rregulatcry Wield Ofd - ' 01-1777
Raleigh DWQ Regional , r, -
File Copy
Central Files .
W. Landon Young; Green) =?gineerirt$.?, LC; P??Dm 609, 3M f, Gokis rr o Street, Wilson, NC 27893
R
N. C. Division of Water Quality '; "i_ N it Serocal meter %z0o-p, NC 2 - rr17 Via} 733-7075 Customer Service
1 800 623-7748

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0-11777
Pre-Construction Notification (PCN) Application Form
For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401
General Water Quality Certifications, and Riparian Buffer and Watershed Buffer Rules
This form is to be used for projects qualifying for any of the U. S. Army Corps of Engineers' (USACE)
Nationwide, Regional or General Permits as required by Section 404 of the Clean Water Act and/or
Section 10 of the Rivers and Harbors Act, and for the North Carolina Division of Water Quality's
(DWQ) associated General 401 Water Quality Certifications. This form is also to be used for any
project requiring approval under any Riparian Buffer Rules implemented by the N.C. Division of Water
Quality. This form should not be used if you are requesting an Individual 404 Permit or Individual 401
Water Quality Certification. The USACE Individual Permit application form is available online at
http://www.saw.usace.army.mil/wetlands/Perm app.
htm.
The USACE is the lead regulatory agency. To review the requirements for the use of Nationwide,
Regional or General permits, and to determine which permit applies to your project, please go to the
USACE website at http://www.saw.usace.army.mil/wetlands/regtour.htm. or contact one of the field
offices listed at the end of this application. The website also lists the responsible project manager for
each county in North Carolina and provides additional information regarding the identification and
regulation of wetlands and waters of the U. S.
The DWQ issues a corresponding Certification (General or Individual), and cannot tell the applicant
which 401 Certification will apply until the 404 Permit type has been determined by the USACE.
Applicants are encouraged to visit DWQ's 401/Wetlands Unit website at
http://h2o.enr.state.nc.us/ncwetlands to read abort current requirements for the 401 Water Quality
Certification Program and to determine whether or not Riparian Buffer Rules are applicable. The
applicant is also advised to read the full text of the General Certification (GC) matching the specific 404
Permit requested. In some cases, written approval for some General Certifications is not required,
provided that the applicant adheres to all conditions of the GC. Applicants lacking access to the internet
should contact DWQ's Central Office in Raleigh at [phone].
Trout Waters Coordination - Special coordination with the North Carolina Wildlife Resources
Commission (NCWRC) is also required for projects occurring in any of North Carolina's twenty-five
counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC
regional coordinator (listed by county on the last page of this application).
PA?MEM
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ED 11/14/01 3:10 PM
CAMA Coordination - If the project occurs in any of North Carolina's twenty coastal counties (listed on
the last page of this application) the applicant should also contact the North Carolina Division of Coastal
Management (DCM) at [phone]. DCM will determine whether or not the project involves a
designated Area of Environmental Concern, in which case DCM will act as the lead permitting agency.
In such cases, DCM will require a Coastal Area Management Act (CAMA) Permit and will coordinate
the 404/401 Permits.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office (addresses are listed at the end of this
application). Upon receipt of an application, the USACE will determine if the application is complete as
soon as possible, not to exceed 30 days. This PCN form is designed for the convenience of the applicant
to address information needs for all USACE Nationwide, Regional or General permits, as well as
information required for State authorizations, certifications, and coordination. Fully providing the
information requested on this form will result in a complete application for any of the USACE
Nationwide, Regional or General permits. To review the minimum amount of information that must be
provided for a complete PCN for each USACE Nationwide permit, see Condition 13, 65 Fed.Reg. 12893
(March 9, 2000), available at http://www.saw.usace.army.miI/wetlands/nMfinalFedReg_pdf.
Processing times vary by permit and begin once the application has been determined to be complete.
Please contact the appropriate regulatory field office for specific answers to permit processing periods.
401 Water Quality Certification or Buffer Rules - All information is required unless otherwise stated
as optional. Incomplete applications will be returned. Submit seven collated copies of all USACE
Permit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center,
Raleigh, NC, 27699-1650. If written approval is required or specifically requested for a 401
Certification, then a non-refundable application fee is required. In brief, if project impacts include less
than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to
streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is
required. A check made out to the North Carolina Division of Water Quality, with the specific name of
the project or applicant identified, should be stapled to the front of the application package. For more
information, see the DWQ website at http://h2o.ehnr.state.nc.us/ncwetlands/fees.html. The fee must be
attached with the application unless the applicant is a federal agency in which case the check may be
issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury check
so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules,
the application fee does not apply, and the applicant should clearly state (in a cover letter) that only
Buffer Rule approval is sought in writing. Wetlands or waters of the U. S. may not be impacted prior to
issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application
for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the
applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional
requested information, or denial.
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Office Use Only: Form Version April 2001
USACE Action ID No. DWQ No. 01 17 7 7
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
I. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit
? Section 10 Permit
? 401 Water Quality Certification
? Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: 12
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here:
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ?
II. Applicant Information
Owner/Applicant Information
Name: County of Halifax
Mailing Address: Post Office Box 38
10 N. King Street
Halifax, N.C. 27839
Telephone Number: [phone] Fax Number: [phone]
E-mail Address:
2. Agent 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: W. Landon Younce. E.I.
Company Affiliation: Green En ineerina, P.L.L.C.
Mailing Address: Post Office Box 609
303 N. Goldsboro Street
Wilson N.C. 27893
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: office(a reeneng.com
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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: Halifax County Water System Extensions - Phase VIII
2. T.I.P. Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN):
4. Location
County: Halifax Nearest Town: Halifax
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): SR 1304. SR 1423, SR 1610,
SR 1671 NC HWY 48, SR 1415, SR 1310 NC HWY 4 SR 1001 SR 1210 SR 1614
NC HWY 561, SR 1002, SR 1213, SR 1216, SR 1003. SR 1300, SR 1616, SR 1213
5. Site coordinates, if available (UTM or Lat/Long): See Attached -Stream Crossing; Narrative
(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. Describe the existing land use or condition of the site at the time of this application:
Existing; Department of Transportation Rights of Way
7. Property size (acres): 89.0 Acres - NCDOT right of way and elevated water storage tank site
8. Nearest body of water (stream/river/sound/ocean/lake):Quankey Creek, Fishing Creek,
Roanoke River
9. River Basin: Roanoke River Basin
(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/.)
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10. Describe the purpose of the proposed work: To extend potable water main into further
extents of Halifax County. To further extend Halifax County water service
11. List the type of equipment to be used to construct the project: Backhoe and/or trenching
equipment will be used to install water main on this project
12. Describe the land use in the vicinity of this project:agricultural and forested (rural farmland)
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.
For Beaverdam Area of Halifax County Water System Extensions on November 10, 1999,
Section 404 and Nationwide Permit Number 12 - 200020188-200020197 was given approval
Although not the exact location of proposed project new construction will take place in a
broad range of areas within Halifax County.
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application: N/A
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
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1. Wetland Impacts
Wetland Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Located within
100-year
Floodpla n"
es/no Distance to
Nearest Stream
(linear feet)
Type of Wetland***
(SEE ATTACHED STREAM CROSSING SUMMARY)

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.femagov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: 0.40 Ac.
Total area of wetland impact proposed: 0.26 Ac.
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
indicate on ma)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
lease specify)
(SEE ATTACHED STREAM CROSSING SUMMARY)

List eacn impact separately and identity temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
* * Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usas.xov. Several internet sites also allow direct download and printing of USGS maps (e.g., wwlv.topozone.com,
wtivw'.manquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 240 ft.
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3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres
Name of Waterbody )
(if applicable Type of Waterbody
(lake, pond, estuary, sound,
ba , ocean, etc.
N/A

L.bt caul uupact sepuratery anu tuermry temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. 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.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
All stream crossings are to be performed within existing NCDOT or local Rights of Way.
All crossings are to be made in shoulder of roadway and under existing storm drainage
structures wherever possible
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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 March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/stnngide.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.
N/A
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2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at hqp:/AUo.enr.state.nc.ustwm/index.htm. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ® No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ® If you answered "yes", provide the following information:
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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. act Zone* s mpe feet Multiplier Required -

1 3 N/A
2 1.5 N/A
Total N/A
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
This project is almost entirely pervious. All water main will be installed below -,round.
XII. Sewage Disposal (DWQ Only)
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 (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
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XIV. 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).
N/A
Matthew L. Qelk - Managed County of Halifax
7,o QV
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell
US Army Corps of Engineers Avery Clay Jackson Polk
151 Patton Avenue Buncombe Cleveland Lincoln Rowan
Room 208 Burke Gaston Macon Rutherford
Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley
Telephone: [phone] Caldwell Haywood McDowell Swain
Fax: [phone] Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham
US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes
6508 Falls of the Neuse Road Ashe Franklin Nash Surry
Suite 120 Caswell Forsyth Northampton Vance
Raleigh, NC 27615 Chatham Granville Orange Wake
Telephone: [phone] Davidson Guilford Person Warren
Fax: [phone] Davie Halifax Randolph Wilkes
Washington Regulatory Field Office Beaufort Currituck Jones
US Army Corps Of Engineers Bertie Dare Lenoir
Post Office Box 1000 Camden Gates Martin
Washington, NC 27889-1000 Carteret* Green Pamlico
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
Pitt
Tyrrell
Washington
Wayne
Union
Watauga
Yancey
Wilson
Yadkin
*Croatan National Forest Only
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US Fh
US Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Telephone: [phone]
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Telephone: [phone]
Fax: [phone]
[arine Fisheries Service
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, NC 28516
Telephone: [phone]
North Carolina State Agencies
Division of Water Quality
Wetlands Restoration Program
1619 Mail Service Center
Raleigh, NC 27699-1619
Telephone: [phone]
Fax: [phone]
CAMA and NC Coastal Counties
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 27699-4617
Telephone: [phone]
Fax: [phone]
Division of Coastal Management Beaufort Chowan Hertford Pasquotank
1638 Mail Service Center Bertie Craven Hyde Pender
Raleigh, NC 27699-1638 Brunswick Currituck New Hanover Perquimans
Telephone: [phone] Camden Dare Onslow Tyrrell
Fax: [phone] Carteret Gates Pamlico Washington
NCWRC and NC Trout Counties
Western Piedmont Region Coordinator
3855 Idlewild Road
Kernersville, NC 27284-9180
Telephone: [phone]
Mountain Region Coordinator
20830 Great Smoky Mtn. Expressway
Waynesville, NC 28786
Telephone: [phone]
Fax: [phone]
,h and Wildlife Service / National N
US Fish and Wildlife Service
Asheville Field Office
160 Zillicoa Street
Asheville, NC 28801
Telephone: [phone]
Alleghany Caldwell Watauga
Ashe Mitchell Wilkes
Avery Stokes
Burke Surry
Buncombe Henderson Polk
Cherokee Jackson Rutherford
Clay Macon Swain
Graham Madison Transylvania
Haywood McDowell Yancey
H:\Wo98\98413.1\Pre const note app(NEW).doc Page 12 of 12 11/14/01 3:10 PM
Stream Crossing Information Summary
Halifax County Water System Extensions - Phase VIII
(Supplement to Page 6 of Pre-Construction Notification Application Form)
1. Wetland Impacts
Wetland Impact Area of Located within Distance to
Site Number Type of Impact Impact
1 100-year Floodplain Nearest Stream Type of Wetland
(indicate on map) (acres) (yes/no) (linear feet)
1 Excavation 0.01 no 0' Forested
2 Excavation 0.005 yes 0' Forested
3 Excavation 0.018 yes 0' Forested
4 Excavation 0.018 no 0' Forested
5 Excavation 0.012 no 0' Forested
6 Excavation 0.012 no 0' Forested
7 Excavation 0.009 no 0' Forested
8 Excavation 0.014 no Of Forested
9 Excavation 0.009 no 01 Forested
10 Excavation 0.008 no 0' Forested
11 Excavation 0.009 yes 0' Forested
12 Excavation 0.014 yes 0' Forested
13 Excavation minimal no 0' ---
14 Excavation 0.02 no 0' Forested
15 Excavation 0.014 no 0' Forested
16 Excavation 0.009 no Of Forested
17 Excavation 0.014 yes Of Forested
18 Excavation minimal no 0' ---
19 Excavation 0.014 yes 0' Forested
20 Excavation 0.014 no 0' Forested
21 Excavation 0.009 no 0' Forested
22 Excavation 0.018 no 0' Forested
23 Excavation 0.009 no 0' Forested
24 Excavation minimal no Of ---
List the total acreage (estimated) of existing wetlands on the property: 0.40 Ac.
Total area of wetland impact proposed: 0.26 Ac.
F:%Wo9ffiM13.1W8413sueams.xls 11/15/01 2:39 PM
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact Length o Average Width Perennial or
Site Number Type of Impact Impact
] - Stream Name of Stream Intermittent?
(indicate on map) (lin. feet) Before Impact (please specify)
1 Excavation 10' UT(ButterwoodCr.) 10' Intermittent
2 Excavation 10' Butterwood Creek 40' Perennial
3 Excavation 10' Deep Creek 36' Perennial
4 Excavation 10' UT(Marsh Swamp) 10' Intermittent
5 Excavation 10' UT(Marsh Swamp) 12' Intermittent
6 Excavation 10' UT(Marsh Swamp) 10' Intermittent
7 Excavation 10' Marsh Swamp 15' Perennial
8 Excavation 10' Marsh Swamp 30' Perennial
9 Excavation 10' UT(Little Fishing Cr.) 6' Perennial
10 Excavation 10' UT(Little Fishing Cr.) 5' Perennial
11 Excavation 10' Butterwood Creek 45' Perennial
12 Excavation 10' Bear Swamp 60' Perennial
13 Excavation 10' Rocky Swamp 3' Intermittent
14 Excavation 10' UT(Martin Swamp) 30' Perennial
15 Excavation 10' UT(Martin Swamp) 10' Perennial
16 Excavation 10' UT(Marsh Swamp) 2' Intermittent
17 Excavation 10' Marsh Swamp 30' Perennial
18 Excavation 10' UT(Burnt Coat Swamp) 5' Intermittent
19 Excavation 10' Rocky Swamp 30' Perennial
20 Excavation 10' Jacket Swamp 20' Perennial
21 Excavation 10' UT(Jacket Swamp) 4' Perennial
22 Excavation 10' Burnt Coat Swamp 60' Perennial
23 Excavation 10' UT(Beech Swamp) 8' Intermittent
24 Excavation 10' UT(Deep Creek) 5' Intermittent
Cumulative impacts (linear distance in feet) to all streams on site
240'
F:1W09 98413.1M413stmams.xls 11/15/01 239 PM
PROJECT NARRATIVE
STREAM CROSSING SUMMARY
HALIFAX COUNTY
WATER SYSTEM EXTENSIONS - PHASE VIII
HALIFAX COUNTY, NORTH CAROLINA
Project Description
The scope of this project is water system extensions to increase the service of the
existing Halifax County Water System. The project will include construction of
approximately 67,140 LF of 12" ? water main, 191,230 LF of 8"+ water main, 216,210
LF of 6"+ water main and 8,510 LF of 2"+ water main with appurtenances. In addition, a
250,000 gallon elevated water storage tank is proposed.
The project consists of three contracts with water system extensions to three
sections within the County of Halifax Water System. Contracts One and Two consist of
water main extensions, while Contract Three will include the elevated storage tank.
The project is a countywide expansion of the existing water system and all water
main will be constructed entirely within the right of way of existing NCDOT roadways.
The total project area is approximately 89 acres.
Stream Crossine Locations
There are twenty-four (24) intermittent and perennial stream crossing locations on
this project. The streams to be crossed are tributary to Quankey Creek, Fishing Creek
and the Roanoke River, which all drain into the Roanoke River Basin.
Stream Crossing #1
Stream Crossing No. 1 is by 6" ? water main crossing around 18" ? RCP Culvert
within the SR 1300 (Bowers Road) Right of Way. A minimum of 3.0' cover will be
maintained beneath the streambed throughout the crossing.
Location Coordinates: Latitude 36° 24' 58", Longitude 77° 53' 36"
Stream Crossing #2 - Butterwood Creek
Stream Crossing No. 2 is by 6"0 ductile iron restrained joint water main crossing
around wingwalls of existing bridge on SR 1304 (Gold Mine School Road) Right of
Way. A minimum of 3.0' cover will be maintained beneath the streambed throughout the
crossing.
Location Coordinates: Latitude 36° 22' 46", Longitude 77° 53' 14"
H:\Wo98\98413.1\98413-stream crossing nar.doc 11/27/01 11:53 AM
Stream Crossing #3 - Deep Creek
Stream Crossing No. 3 is by 8"+ ductile iron restrained joint water main crossing
around wingwalls of existing bridge on NC Hwy 903 Right of Way. A minimum of 3.0'
cover will be maintained beneath the streambed throughout the crossing.
Location Coordinates: Latitude 36° 26' 20" , Longitude -77 47' 1017_ .
Stream Crossing #4 - Unnamed Tributary of Marsh Swamp
Stream Crossing No. 4 is by 6" ? ductile iron water main crossing around existing
48" ? and 36"r culvert on SR 1415 (Wright Road) Right of Way. A minimum of 3.0'
cover will be maintained beneath the streambed throughout the crossing.
Location Coordinates: Latitude 36° 23' 37", Longitude 77° 46' 20"
Stream Crossing #5 - Unnamed Tributary to Marsh Swamp
Stream Crossing No. 5 is by 6"r ductile iron water main crossing around existing
wingwalls of bridge on SR 1610 (Hawkins Chapel Road) Right of Way. A minimum of
3.0' cover will be maintained beneath the streambed throughout the crossing.
Location Coordinates: Latitude 36'23'30", Longitude 77'46'07"
Stream Crossing #6 - Unnamed Tributary to Marsh Swamp
Stream Crossing No. 6 is by 6" ? water main crossing under existing 24" ? RCP
culvert on SR 1610 (Hawkins Chapel Road) Right of Way. A minimum of 3.0' cover
will be maintained beneath the streambed throughout the crossing.
Location Coordinates: Latitude 36° 23' 26" , Longitude 77° 46' 12"
Stream Crossing #7 - Marsh Swamp
Stream Crossing No. 7 is by 6" ? ductile iron restrained joint water main crossing
under existing 42" ? CMP and 30"+ RCP culvert on SR 1610 (Hawkins Chapel Road)
Right of Way. A minimum of 3.0' cover will be maintained beneath the streambed
throughout the crossing.
Location Coordinates: Latitude 36'22'42", Longitude 77°46' 35"
Stream Crossing #8 - Marsh Swamp
Stream Crossing No. 8 is by 6" ? ductile iron restrained joint water main crossing
around wingwalls of existing bridge on SR 1611 (Lonnie B. Green Road) Right of Way.
A minimum of 3.0' cover will be maintained beneath the streambed throughout the
crossing.
Location Coordinates: Latitude 36° 23' 13" , Longitude 77° 45' 14"
HAWo98\98413.1X%413.9m= crossing mr da 11/27/01 11:53 AM

Stream Crossing #9
Stream Crossing No. 9 is by 8"+ water main crossing around existing 36"+ RCP
culvert on NC Hwy 4 Right of Way. A minimum of 3.0' cover will be maintained
beneath the streambed throughout the crossing.
Location Coordinates: Latitude 36° 19' 46", Longitude 77 53' 137' Stream Crossing #10

Stream Crossing No. 10 is by 8" ? ductile iron water main crossing around
existing 72" x 84" box culvert on NC Hwy 4 Right of Way. A minimum of 3.0' cover
will be maintained beneath the streambed throughout the crossing.
Location Coordinates: Latitude 36° 19' 25", Longitude 77° 53' 17"
Stream Crossing #11- Butterwood Creek
crossing.
Location Coordinates: Latitude 36° 19' 57", Longitude 77'51'54"
Stream Crossing No. 11 is by 8" ? ductile iron restrained joint water main crossing
around wingwalls of existing bridge on SR 1310 (Airlie Road) Right of Way. A
minimum of 3.0' cover will be maintained beneath the streambed throughout the
Stream Crossing #12 - Bear Swamp
crossing.
Location Coordinates: Latitude 36° 20' 05", Longitude 77° 50' 37"
Stream Crossing No. 12 is by 8"+ ductile iron restrained joint water main crossing
around wingwalls of existing bridge on SR 1310 (Airlie Road) Right of Way. A
minimum of 3.0' cover will be maintained beneath the streambed throughout the
Stream Crossing #13 - Rocky Swamp
Stream Crossing No. 13 is by 8" ? ductile iron water main crossing around
headwall of existing 42" ? RCP on SR 1001 (Justice Branch Road) Right of Way. A
minimum of 3.0' cover will be maintained beneath the streambed throughout the
crossing.
Location Coordinates: Latitude 36'21'40", Longitude 77°47' 54"
Stream Crossing #14 - Martin Swamp
Stream Crossing No. 14 is by 6" ? ductile iron restrained joint water main crossing
under triple 78" ? CMP culverts on SR 1210 (Piney Grove Church Road) Right of Way.
A minimum of .3.0' cover will be maintained beneath the streambed throughout the
crossing.
Location Coordinates: Latitude 36°21' 02", Longitude 77°44' 56"
HAWo98\99413.1\98413-strew crossing nar.doc
un7ro1 11:53 AM
Stream Crossing #15 - Unnamed Tributary to Martin Swamp
Stream Crossing No. 15 is by 6" ? ductile iron water main crossing around
existing 84" ? RCP culvert on SR 1210 (Piney Grove Church Road) Right of Way. A
minimum of 3.0' cover will be maintained beneath the streambed throughout the
crossing.
Location Coordinates: Latitude 36°21' 24", Longitude 77'44'36"
Stream Crossing #16
Stream Crossing No. 16 is by 6" ? water main crossing around existing 24" ? RCP
culvert on SR 1210 (Piney Grove Church Road) Right of Way. A minimum of 3.0' cover
will be maintained beneath the streambed throughout the crossing.
Location Coordinates: Latitude 36'21'49", Longitude 77°44' 30"
Stream Crossing #17 -Marsh Swamp
Stream Crossing No. 17 is by 8" ? ductile iron restrained joint water main crossing
around wingwalls of existing bridge on SR 1615 (Hickory Drive) Right of Way. A
minimum of 3.0' cover will be maintained beneath the streambed throughout the
crossing.
Location Coordinates: Latitude 36'20'48", Longitude 77'40'39"
Stream Crossing #18 - Unnamed Tributary to Burnt Coat Swamp
Stream Crossing No. 18 is by 8"0 ductile iron water main crossing around
existing 54"0 RCP on NC Hwy 561 Right of Way. A minimum of 3.0' cover will be
maintained beneath the streambed throughout the crossing.
Location Coordinates: Latitude 36° 15' 55" , Longitude 77° 44' 02"
Stream Crossing #19 - Rocky Swamp
Stream Crossing No. 19 is by 12"0 ductile iron restrained joint water main
crossing around wingwalls of existing bridge on NC Hwy 561 Right of Way. A
minimum of 3.0' cover will be maintained beneath the streambed throughout the
crossing.
Location Coordinates: Latitude 36° 13' 35", Longitude 77°48' 32"
Stream Crossing #20 - Jacket Swamp
Stream Crossing No. 20 is by 8"0 ductile iron restrained joint water main crossing
under existing twin 72"0 CMP culverts on SR 1213 (Johnny Johnson Road) Right of
Way. A minimum of 3.0' cover will be maintained beneath the streambed throughout the
crossing.
Location Coordinates: Latitude 36° 14' 25" , Longitude 77° 47' 11
x:\wo%\9U13.1\99413-sbum aossing narAce 1127/01 11:53 AM
Stream Crossing #21
Stream Crossing No. 21 is by 8" ? water main crossing around existing 24" ? and
30" ? RCP culverts on SR 1213 (Johnny Johnson Road) Right of Way. A minimum of
3.0' cover will be maintained beneath the streambed throughout the crossing.
Location Coordinates: Latitude 36° 14150 Longitude 77'46'27"
Stream Crossing #22 - Burnt Coat Swamp
Stream Crossing No. 22 is by 8" ? ductile iron restrained joint water main crossing
around wingwalls of existing bridge on SR 1216 (Draper Road) Right of Way. A
minimum of 3.0' cover will be maintained beneath the streambed throughout the
crossmg.
Location Coordinates: Latitude 36° 15' 19", Longitude 77° 45' 35"
Stream Crossing #23
Stream Crossing No. 23 is by 8" ? water main crossing around existing 24" ? RCP
culvert on SR 1003 (Thirteen Bridges Road) Right of Way. A minimum of 3.0' cover
will be maintained beneath the streambed throughout the crossing.
Location Coordinates: Latitude 36°09' 51", Longitude 77° 38' 34"
Stream Crossing #24
Stream Crossing No. 24 is by 8" ? water main crossing around existing 36" ? RCP
culvert on SR 1003 (Thirteen Bridges Road) Right of Way. A minimum of 3.0' cover
will be maintained beneath the streambed throughout the crossing.
Location Coordinates: Latitude 36° 09'43", Longitude 77° 31'43"
H:\W098\98413.1\98413-strum crossing nar.doc 11/27/01 11:53 AM
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QUADRANGLE LOCATION DAWSON CROSSROADS, N. C.
N3607.5-W7730/7.5
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WOODS
1 6'X6' HYDRANT TEE
1 6" GATE VALVE
1 - HYDRANT ASSEMBLY WATER MAIN 5' OFF
EDGE-OF-PAV'T TYP
(3' MIN. COVER) ??3J ?r r
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---------------------
STR?Qm cpoy65?µc, No
WATER MAIN CROSSES ROADW
CULVERT (SEE DETAIL)
WOODS
MAINTAIN 5' MINIMUM CLEAF
BETWEEN WATER MAIN CROP
WOODS AROUND EXISTING- 18`4 RCF
(MAINTAIN 3' MINIMUM COVE
BOWERS ROAJ? SR 1300)
604 V 'r 604 6'4
II
-------------
ASPHALT --------'
- - - - - ROADWAY -
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WOODS
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EGEND SEE DETAIL SHEET.
NC'
O7BAENT
i MM 270M
HALIFAX COUNTY - PHASE VIII
WATER SYSTEM EXTENSIONS
BOWERS F
22 milm w
N
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WINGWALLS AS SHOWN
(MAINTAIN 3' MINUMIN . COVER)
(Q)
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MAINTAIN 5' MINIMUM CLEARANCE
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13
- - - - - - - - - - - - - - - -
wouos STREAf nSI1?C. ?y., r1 SSN i?off
WATER MAIN CROSSES WAS OF?pAV'T
CREEK (SEE DETAIL) EDvE. COQ
WOODS `3+ ?1?1N•
WOODS
72 LF 8*0 DUCTILE IRON PIPE W/
RESTRAIN JOINT AND 90 LF DUCTILE
IRON WATER MAIN THROUGH CREEK AS
\ SHOWN MAINTAIN 5' MINIMUM CLEARANCE
\ , , q BETWEEN WATER MAIN CROSSING AROUND
\ EXISTING BRIDGE STRUCTURES
(MAINTAIN 3' MINIMUM COVER)
4L
903
WOODS
^ \ CDMq
WOODS
WOODS
r^I:
FOR CONSTRUCTION NOTES, SYMBOL AND LINE LEGEND SEE DETAIL SHEET.
GREEN ENGINEERING HALIFAX CO
9 SEAL WATER, WASTEWATER BURVEYM PLANNING, PROJECT MANAGEMENT .
?tcg,_.. OW K GOUDWOM 6T. Pm WX GW WLSOK NBC. 27 W WATER SYSI
T8 MW W-OM PAX (2= 240-74M Of*M*M 0 000EWRM-00M
Q
WOODS
? CONNECT TO EXISTING
WATER SYSTEM (SEE DETAIL)
WATER MAIN CROSSES ROADWAY
CULVERT (SEE DETAIL)
WOODS
- _ _ ~wR ,_QAD ( 1415)
-_--- -JUVL _
- - __-t2ft-_-
-------------- - ----- 48
wooDS ,r \/Vl ----------=-a?J
o
WOODS WOODS .
I ,lC
l9 ¢?
t
t!1 `?
WOODS \?¢d?
Y
I..-. - _
ri
W r
-, s
`Y
UGH
IM
'OSSING
S
WOODS f \ R?4
(SR 1415)
--_-
0WAY - - -
48
i
-%PU&La
LEGEND SEE DETAIL SHEET.
ING
RaJECT MANAGEMENT
xi NQ 27M
10000EN Coy,,
HALIFAX COUNTY - PHASE VIII
WATER SYSTEM EXTENSIONS

-----------------/

-------------------------
a
C
WRC+f
at NC fi
Lotm a GR
WATER MAIN CROSSES ROADWAY
X CULVERT (SEE DETAIL)
:!5- ??a?C Rossi Nc? N o . 6
WOODS
I - HTUXAN 1 ASSEMBLY
No, ?
WOODS
=?1 -------
?-"--o
<
47
L12 n Tu ?) 12202
WOODS
V WOOD 2,60 \?\ Qd?.41
lW1 ?1 WODDS ?Mi Q'
WOODS
51
?6, o ? 4
WOODS
WOODS
------- /
---- _--
0 - // _ VV
HAWKI CHAPEL ROAD
54 LF 6'0 DUCTILE IRON
WATER MAIN AROUND
EXISTING BRIDGE AS SHOWN
(MAINTAIN 3- MINIMUM COVER)
WOODS
--------------
1----------
(SR 1610) - - -
6"0 WATER MAIN CROSSING
UNDER EXISTING 24"0 RCP
(MAINTAIN 24' MINIMUM SEPARATION)
0 50
15
HAWKM C I-IAPEL. ROAD (SR 1610)
north of AUREWW SPRNCIS
ROAD (SR 1600)

L 44 --------
DGE ASPMAA-7 ROADWAY
60
V? ¢ ?-
¢ o
?-d
200 -PLAN SCALE- 400 600
QO -DUAL 9C;ALE- 120 18D
SCALE N"cr w:w.co\."41anoowr
f.?. 734 . 7 W
w?ecxE ASa irlE. 6 //y 7p g
nm CALL oci. 3Z tam df
nv w.
•?r wn 50 Of n RACK'

5
1 - 6'x6' HYDRANT TEE
1 - 6' GATE VALVE
1 - HYDRANT ASSEMBLY
E
r.6_- --_------. ----_-----_-------- -------- - ----
- - - - - - - - - - --- - - ---- - - -?: -_ _ _ - -? ----
7
0 6n
WATER MAIN CROSSES ROADWAY /'" l' W
CULVERTS (SEE DETAIL) tO C(
we
WOODSd
WOODS

!Y
-----------? \---
- -----------------
N \\\
A9yRAU-RbADWAY
- - - - - - - - - - - -
\?1-- ------------------
? O
HAWKINS
\ t
.
o
WOODS 7
J
?

ETALS
MAINTAIN 5' MINIMUM CLEARENCE BETWEEN
36 LF 6"0 DUCTILE IRON W/RESTRAINED
JOINTS AND 36 LF DUCTILE IRON WATER MAIN
AROUND EXISTING 42'0 CMP & 30"0 RCP AS
SHOWN (MAINTAIN 3' MINIMUM COVER)
1610 - -
UMF R CONSTRUCTION NOTES. SYMBOL AND LINE LEGEND SEE DETAIL SHEET.
GREEN ENGINEERING
WATER, WABTEWATM SURVEYPA PLANNIA PROJECT MANAGEMENT
„? 3as K ua.oee0RO er. PQ BOX NO WL.80f4 NQ 27M
a Ta (2= 297-x933 PAX (232) 243-74M GFMagp. pOCEWRALCoU

i
i

QNS"'Ic
Of
woods

\sPr
HALIFAX COU.
WATER SYSTE
14- N,,?
ql.
tJ1 WOODS
WOODS
l? ? ?'%'? WATE(
'_'? '?' CULVI

601''
-4m>=-m Clzoss»s No.B
WATER MAIN CROSSES
SWAMP (SEE DETAIL)
WOODS
WOODS
WOODS
N?
\ cn r
WOODS

6'0 WATER h
UNDER EXIST
(MAINTAIN 24
.- 6 O
0 0 ?
72 LF 6'4 DUCTILE IRON WATER MAID
V ETA W/RESTRAINED JOINT AND 108 LF 6`
DUCTILE IRON WATER MAIN. MAINTAIN
MINIMUM CLEARANCE AS WATER MAIN
DIRECTED AROUND BRIDGE AND WING1
(MAINTAIN 3' MINIMUM COVER)
HQT.E.
FOR CONSTRUCTION NOTES. SYMBOL MD UNE LEGEND SEE DETAIL SHEET.
GREEN ENGINEERING
H WATER, WASTEWATER, SURVEYM PL AN P44 PROJECT MANAOEW-W
300 K OOUM)OgW 8T. P.O. BOX OW WL.80K KQ 278M
7M (20) 237$006 PAX (saw 240-7420 GPEEMM 8000&PRALCm
HALIFAX COi
WATER SYST

ER MAIN CROSSES ROADWAY
VERT (SEE DETAIL)
1 - 8"x6' HYDRANT TEE
1 - 6" GATE VALVE
1 - 8" GATE VALVE
1 - HYDRANT ASSEMBLY
WATER MAIN CROSSES F
CULVERT (SEE DETAIL)
--------------- - - - 4 __
- -
---------- - --------------- _-_-----_-----_-----_-----_-----_-----
??rn c?ss?,,? rya. 9
F ATER MAIN CROSSES ROADWAY
ULVERT (SEE DETAIL)
WOODS
GODS MAINTAIN 5' MINIMUM CLEARANCE
BETWEEN WATER MAIN CROSSING
AROUND EXISTING 36"4 RCP
(MAINTAIN 3' MINIMUM COVER) WOODS
' WAY _
1
PUNLS
WOOD:
O ? r
II O
- JAW aw6y >
lpt, 7

i WOODS
r.
HALIFAX COUNTY - PHASE VIII
WATER SYSTEM EXTENSIONS
WATER MAIN 15' 0
EDGE-OF-PAV'T Tt
(3' MIN. COVER)
A5ft
- +-!j- -- -- --
NC HIGHWAY 4
:i M. south of AkU

8'x6" HYDRANT TEE
6" GATE VALVE GATE VALVE WATER MAIN 15' OFF
H TYP
HYDRANT ASSEMBLY EDGE-OF-PAV'T
\ c`?
(3' MIN. COVER) l\
l\
ti. M 8 M
-------------------------------- _ _ _- -_-___------- w 35
- - f - r1_
STR V'N C-14)?5)p , rlo . 10 ,-
WATER MAIN CROSSES ROADWAY
CULVERT (SEE DETAIL) f-
WOODS
0
4
?r
36 LF 8'0 DUCTILE IRON WATER
MAIN CROSSING THROUGH DITCH
MAINTAIN 5' MINIMUM CLEARANCE
BETWEEN WATER MAIN AND
1 WINGWALLS OF EXLSi1NG 72'x84'
BOX CULVERT AS SHOWN
WOODS \ (MAINTAIN 3' MINIMUM COVER)
80 8.0
-------- - ------------?-? --------- --------------
ASPHALT ROADWAY
4 _
.-------- -------- ---- ----_--_-_---_

WOODS

\ *0005
0 50 = Zoo -mm ecxz- *m eoo I
z 3o eo -MM- 8CAU-- no tip

NC H PEA" DATE tY DAM JULYSm
ecue
„„°°"„
•: " »
" MAY 4 . ?
?
ees?+eae ua?c: ro..uwac
t1 ml south of AHs `"mss . E "413- nw ,E
""'
•,?? ma 34 a 77 FIAACyc'

I.
I?
L

IC
WATER
EDGE-
(3' MII

WOODS
END SEE DETAIL SHEET.
?ECT MANAC9EIiAENT
--- -
fAoAo
800 - - ' ?? -

WOODS
\, U7
ASPFULT ROADWAY
MAINTAIN 5' MINIMUM CLEARANCE
'may BETWEEN WATER MAIN CROSSING
AROUND ALL DRAINAGE STRUCTUF
72 LF 8"0 DUCTILE IRON PIPE
W/RESTRAINED JOINTS AND 72 LF
DUCTILE IRON WATER MAIN. CROSSING
THROUGH CREEK AS SHOWN
(MAINTAIN 3' MINIMUM COVER)
HALIFAX COUNTY - PHASE VIII
WATER SYSTEM EXTENSIONS
AIRUE ROAD (S
of BowERS R

WOODS
r
WOODS

AIRUE ROAD (SR 1310)
wwww.w.
__-_-- -_----=----= 'O 1'- _ - _ -- - Z---------------
-----

0 --------------
-------
-------
_? ? 5-TP? c??lldC? N? 1Z
WATER MAIN CROSSES ROADWAY
CULVERT (SEE DETAIL) a' WATER MAIN CROSSES
L _ SWAMP (SEE DETAIL) 8"x6" F
\
6" GATT
-F
HYDRAN
0
8
, GATT
a
WOODS

-' WOODS

C
L?

WOODS WOODS
r
d WOODS
(SR 1310) _ _ _ AIRLIE?ROAD t`SR?1310)?_?-r1?^J
_
?;

I I ` w....w..www ............ .w.? r w......
---------------
------
_ ASPHALT
R WAY BRIDGE
- -
8"S+ $----- ----
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_
. -I I ~
.-' u
O
s 0 ------
_ _

•
WOODS WOODS

WOODS
>
J
8"0 WATER MAIN CROSSING
UNDER EXISTING WO CMP
[(MAINTAIN 24" MINIMUM SEPARATION)] 90 LF .8"4
8* R DUCT[
8"0 DCTI
DIRECTED
GUARDRAIL
AS SHOWf
EGEND SEE DETAIL SHEET. (MAINTAIN
N MA14AGELVENT HALIFAX COUNTY - PHASE VIII AIRIJE
:s
w to vm
?,,,
• WATER SYSTEM EXTENSIONS Of R eowe3s
1 - 8'x6' HYDRANT TEE
1 - .6" GATE VALVE
1 " - HYDRANT ASSEMBLY
1 - 8- GATE VALVE
F
---- • oFmm"
5
EDGE-OF-P)
.(31 IER) ?Y?
(3' MIN.
- co
-,Ep?CH
i 711 11 ?
j ?.
} 7 "i 8=0
_ ------- w 46
12
1- r _ - ---_? ° o =
XER MAIN CROSSES ROADWAY
LVERT (SEE DETAIL)

91 Q
?P+M css» c? < tab. 13
WATER MAIN CROSSES ROADWAY
CULVERT (SEE DETAIL) n

a?R
36 LF 8'0 DUCTILE IRON PIPE
THROUGH SWAMP AS SHOWN ,a
MAINTAIN 5' MINIMUM CLEARANCE 6 woods
BETWEEN WATER MAIN CROSSING
??? AROUND EXISTING 42-0 RCP r ?? Jam.
(MAINTAIN 3' MINIMUM COVER) ?_ -
ASP
Ra,pS?AY ? _ -
- ROAD (SR
ju? ©RANCH
0 50 100 200 -PLM SCALE- 400 15 ao eoo
60 -MTAL WALE- Vo so

JU8 c
n ?w
?
?
iaum?al
?w
TICE BRANCH ROAD (8R 1001 ?
736 ? ?w
/L
G
?1
rdruvwm
"
i

Oast of NC HbI'MIAY 48
ASCII FU
i1'..
E M
pun VAIL OCT. 27 awl x
1w No.
.srwa 45 a77
I 'RACiC•
1
WOODS
WATER MAIN CROSSES ROADWAY
CULVERTS (SEE DETAIL)
I .
i 67
MAINTAIN 5' MINIMUM CLEARANCE
BETWEEN WATER MAIN CROSSING
AROUND EXISTING 18"4 RCP
(MAINTAIN 3' MINIMUM COVER)
1 \ WOODS ?,? f^.
WOODS ` 1G?" "
_--
60 0
WOODS

60 O
1% GGDS
DETAILS
TRIG I?p . ?:qc.
72 LF 6"4 DUCTILE IRON PIPE W/RESTRAINED
JOINTS AND 108 LF 6'4 DUCTILE IRON WATER
MAIN CROSSING UNDER TRIPLE 7804 CMP'S
WOODS (MAINTAIN 24' MINIMUM SEPARATION)
`Y 0 1s so 100 200 -PLM SCALE- 4W 600
30 QD -DETAL BCALE- t20 100
f]L11PLar% O Al t u
MOON DAM @? DiA'm JI.IY 2001 '
ASE VIII PINEY GROvE cHuRCH ROAD SCALP PpcOccr 1u.-M, 111LWa,
(SR 1210) South of AURELIA " r
& 740
?1 `' ?1
NSIOl S N , "41 v
rwr are =. u zao+ c
S ROAD (SA 1800) cccc tl?P
M
.

i?'i1/0. W ? 77 ?
p
? ?y
fWVf?a
u u
WATER MAIN 5' OFF ° WOODS
EDGE-OF-PAV'T TYP
(3' MIN. COVER) /2162
1 - 6'X6" HYDRANT TEE
S`TREfl`t'rl~? `
66
WC.OOs
-1
it
1

_J

WOODS ?a a^?

WOODS

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WOODS 60
?h/1 O
MAINTAIN 5' MINIMUM CLEARANCE WOODS
BETWEEN 72 LF 6"0 DUCTILE
IRON WATER MAIN CROSSING j
AROUND EXISTING 840* RCP
(MAINTAIN 24" SEPARATION) o 5 30 2 -PLAN SCALE- 4oo aw -DETAL SCALE- 120 so
CYiAPHC BGLLE N FAT
1 'VBa1 DATE BY DNTB aLY 3=
p?????/
/1p/??/? /'?{y ?p/? ? ROAD
P N` E GROVE CHuRcH ROAD
SCALE
Pf"Cr No:
MatO`,
1111D0\C71
(SR 1210)
t AURELI
' j
"?'B"? 7
74
? 'a'1??.
a
AN 8?
f INW AS" FXZ
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k
vsa \? - - `- i \ 1L
? WOODS
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60
WOODS ?_jO?t `O?4 / / ?7? ^ta7e `1692 1
:/i... W??ta. c D
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WOODS lA /? RCP11$ <
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WOODS
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l' Y #9067 ?f
ORS W/7$R ?YAY / ? ?/ / /
36 LF OF 6"0 DUCTILE IRON
WATER MAIN (OPEN CUT)
CPA
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l? /? ? RCP #9179
/
? F631
[18: LF 6"0 DUCTILE IRON WATER MAIN ENI
OSSING UNDER EXISTING 15"0 RCP (Pl
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WOODS
i r / PING
"ASP
60
-'?---- _ ,__--- r--i
60
MAINTAIN 5' MINIMUM CLEARANCE
BETWEEN WATER MAIN CROSSING
AROUND EXISTING 24"0 RCP '
(MAINTAIN 3' MINIMUM COVER) WooDS Woods
1- 6"0 22%* BEND
2 - 6x6" TEE
3 - 6 GATE VALVES
1
MAINTAIN 5' MINIMUM CLEARANCE
BETWEEN WATER MAIN CROSSING
AROUND EXISTING 15"0 RCP 60' /11r „9
(MAINTAIN 3 MINIMUM COVER) G
um* ?o Q
FOR CONSTRUCTION NOTES. SYMBOL AND LINE LEGEND SEE DETAIL SHEET.
_ GREEN ENGINEERING
HAL ` WATM WASTEWATM &MEYM PLANNIINA T MANNA HAL
cE?„EKr
LCCU
F<<c! r "w K 00ucewwoo er. ra sox em wLsc% PLC. am
- 8"x6` HYDRANT TEE
- 6" GATE VALVE WOODS
- HYDRANT ASSEMBLY
A
?Y Y
WOODS
WATER MAIN CROSSES
SWAMP (SEE DETAIL)
WOODS
p Lu
m
-w
21

v
.._ aCGLS
54 LF 8'4 DUCTILE IRON PIPE
W/RESTRAIN JOINT AND 108 LF
DUCTILE IRON WATER MAIN
THROUGH SWAMP AS SHOWN
MAINTAIN 5' MINIMUM CLEARANCE
BETWEEN WATER MAIN CROSSING
AROUND EXISTING BRIDGE
STRUCTURES
WOODS
_0---
BRIDGE
- - - - - - - - - - T - - - - - - -
(MAINTAIN 3' MINIMUM COVER)
WOODS
zo
0 84

WOODS WOODS
\luo
HCKORY DRIVE (SR 1615) near
POPLAR LANE (SR 16171
0 so 100 200 -PLAN SCALE- 400 600
15 30 60 -DETAL SCALE- 120 100
CIRAPHC SCALE N FEET j
E'190N DAM er DA75 JULY 2001 j,
SCALE co
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""'CT MoM
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8"x6" HYDRANT TEE
6" GATE VALVE
HYDRANT ASSEMBLY
?LJ
1
WOODS ) l? ?" 1
a a Ia
Y24640 EXISTING ; I
DWELLING \
?ro
-_? - - 3? GRAVEL DRIVEWAYS W/ 1 S'0 RCPS
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- - - <. - 8 -- - - --_ _-- - - ---- f?- ------ - ----- -----
X31
C ?p 00 5 ; 3 co
CT26
"°atst4
S tY1 Gzo551 N C-ti- ?o.
WATER MAIN CROSSES ROADWAY
CULVERT (SEE DETAIL)
WOODS
36 LF 8nO DUCTILE IRON PIPE -? --- --------
THROUGH DITCH AS SHOWN - 561
MAINTAIN 5' MINIMUM CLEARANCE
S?? - '
BETWEEN WATER MAIN CROSSING ------- --------4 ---_---_-- 8 RoAOwA
AROUND EXISTING 54"0 RCP 1 - ---JIL
(MAINTAIN 3' MINIMUM COVER) O O 84
r_ -
.IFAX COUNTY - PHASE VIII
TER SYSTEM EXTENSIONS
NC HICJ-MAY 561 east
of Putman 8ohool
D sD 100 2(
1s 30 d
- a
WOODS
WOODS ? ? ?f':+)?? `
WOODS u'
\J .I??
(,_. OF'p S? OFj?
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14
WATER MAIN CROSSES
CULVERT (SEE DETAIL)
MCA
q
N
v'8? 3
1 - 12'X6' HYDRANT TEE
GATE VALVE
NT ASSEMBLY
WATER MAIN CROSSI
CULVERT (SEE DETA
I i O
I V)\
7, ,
L
LOCATE EXISTING 12'0 WATER
MAIN AND MAKE CONNECTION r\~? 1
......

uQm-
FOR CONSTRUCTION NOTES, SYMBOL AND LINE LEGEND SEE DETAIL SHEET
GREEN ENGINEERING
WATER, WASTEWATER, SURVEYM PLANN INA PROJECT MANAGEMEW
303 K OOUX0090 8T. P.0. BOX OW WLSOK N= 27803
Ta (2= 237-6306 PAX (262) 243-740 GFEBgB ooM
54 LF 12"0 DUCTILE IRON I
W/RESTRAINED JOINTS AND
DUCTILE IRON WATER MAIN f
GUARDRAILS OF BRIDGE THR
AS SHOWN (MAINTAIN 3- MIS
HALIFA)
WATER
CONNECT TO EXISTING
WATER SYSTEM (SEE DETAIL) u
1 - 6" GATE VALVE
1 - HYDRANT ASSEMBLY
r?=? __- --------------- y
S`TaEf?m c-4zps-slrL<--:f No .7-0 WATER MAIN CROSSES ROADWAY
?DWAY CULVERTS (SEE DETAIL) -
ew
?yN
NG 8"0 WATER MAIN CROSSING \ '
?p UNDER EXISTING 36"0 RCP
SEPARATION) (MAINTAIN 24" MINIMUM SEPARATION) 54 LF 8"0 DUCTILE IRON PIPE
?- W/RESTRAINED JOINTS AND 90 LF
DUCTILT IRON WATER MAIN CROSSING
UNDER EXISTING TWIN 72"4 CMPS
(MAINTAIN 24" SEPARATION)
?J ^
,i O 80
_ \\ -_ -------
wz_
SWAY -? -------------
JdHNNY JOHNSON
ROAD (SR 1213)

V
80
r
r p
`_
?L„Z
C\DETAILS
0 w 100 200 -PLAN SCALE- 400 800
15 30 80 -mTAL SCALE- 120 190
nRAPme, 01`11 C &l ?r
'RASE VIII am i W DAM .LY2001
K* #W KX-WSON ROAD c12x3? a - -..N4lllUVCr
north of WAYMON CIiURCH ROAD R +e+? ? ^Db lmo 740
4",
rEtvsloNS (SR 1200) ? T OCT 19. 2M, A
!luIQ 7 74 "'pRACK'
8

l
S
(r
WATER MAIN CROSSES ROADWAY
CULVERT (SEE DETAIL)
WOODS
-- -- -------- - - - ?E
?J
C, WOODS
l
ry 1
WOODS
MAINTAIN 5' MINIMUM CLEARANCE
BETWEEN WATER MAIN CROSSING
AROUND EXISTING 20&24*0 RCPS
(MAINTAIN 3' MINIMUM COVER)
WOODS
-1 11
--PwuT - 1 4-----------
_ROADWAY
- - - - -------
--"VIII --
1111
??JOHNN?dOMNSON??
ROAD (SR 1213)
WOODS
nODS,' S
V
OR CONSTRUCTION NOTES. SYMBOL AND LINE LEGEND SEE DETAIL SHEET.
7CA
aGREEN ENGINEE
RING
WATER WASTEWATER BURVEYM PLAN INN PROJECT MANAGEMENT
3W K OOLD6BOR0 9T. PXX BOX aOG ,M,.90µ MQ 27=
TH. [phone] FAX (2W 243-74M OFMMNQ*C)CENMTRAL-COU
HALIFAX COUNT
WATER SYSTEM
.J

WOODS

WOODS
1 - 8'X6' HYDRANT TEE
1. - 6" GATE VALVE
1 - HYDRANT ASSEMBLY
>v`_ ti
11
l ?:4W
-y9
WOODS
z
STR?fl 1`R
.NO.ZZ,
WATER MAIN CROS:
SWAMP (SEE DETAI
I ?- r
U
wf
s?
oY

WOODS
WOODS
72 LF 800 DUCTILE IRON PIPE
Y? W/RESTRAIN JOINTS AND 90 LF
8m 80 DUCTILE IRON WATER MAIN
tYr AROUND WINGWALLS OF BRIDGE
THROUGH SWAMP AS SHOWN
o SLutr (? ! (MAINTAIN 3' MINIMUM COVER)
worcs
4TER MAIN CROSSING 1 v _ \ l
EXISTING 15"0 RCP
AIN 24" MINIMUM SEPARATION)
Koy "r,
WOODS
WOODS
0 ° 15 D 200 -PLAN SCALE- 400 30 60 -MAL SCALE- 120
PHASE VIII DRAPER ROAD (SR 1216) and
YTENSIONS OUALL8 FARM ROAD (SR =
o1.ALC VnW[n brM:O`. w.IJnm
r e ne • rw
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llo
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.
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1 1 Q ? 1 1 ? 1 i
1 1 ? 1 a -
? 11
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r 1 Q168, I/ . )
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Q es; , ,11 WATER SYSTE
1, ?Q fei 1 ; /'767 M (SEE DETAIL)
??II I
`--? -__-_TMR?TEEN_gR?psROgp "? ?l.SruEftrr? -
--- - ?S?100_3Z a2o5511`1?-
No .-2 3
80
?'?v\ v WATER MAIN 5# OFF
WATER MAIN CROS:
(3' MIN. COVE CULVERT (SEE DET,
1 S4. i MAINTAIN 5' MINIMUM CLEA,
j BETWEEN WATER MAIN CRO:
, 60* 1 / AROUND EXISTING 24"0 RC
1 (MAINTAIN 3' MINIMUM COVI
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S ROAD ----L$
L THIRTEEN LODGES ROgp (SR 1003)
OWE EXISTING 8"0 WATER
MAIN AND MAKE CONNECTION [AROUND AINTAIN 5' MINI
ETWEEN WATER
EXISTIN
MAINTAIN 3' MIN
SYMBOL AND LINE LEGEND SEE DETAIL SHEET.
I ENGINEERING
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HALIFAX COUNTY - PHASE VIII
WATER SYSTEM EXTENSIONS
at
November 30, 2001
North Carolina Department of Environment
And Natural Resources
Division of Water Quality ? F 1617 Mail Service Center "
Raleigh, North Carolina 27699-1617
Attention: Mr. John Dorney
Dear Mr. Dorney:
SUBJECT: Nationwide 12 Permit Application
Halifax County - Water System Extensions - Phase VIII
Halifax County, North Carolina
PN: 98-413.1 0 1 1 7 7 7
Please find enclosed for your review the following items pertaining to the above
referenced project:
fees.
to call.
• Seven (7) copies of the Nationwide 12 Permit Application
• Seven (7) copies of the project narrative with stream crossing details
• Seven (7) 8 '/2" by 11" copies of USGS Quadrangle maps showing project
location
• Seven (7) 8 1/2" by 11" copies of Construction Plans showing individual stream
crossing locations
Also, please find enclosed a check in the amount of $475.00 to cover project reviewing
If you should have any questions or require additional information please do not hesitate
PAYMENT Respectfully,
RECEIVED GG?
Landon Y nce, E.I.
WLY/
Enclosures: As Stated
GREEN ENGINEERING, PLLC
G:\Wo98\98413.1\johndomeyltr(11-29-01).docNATER, WASTEWATER SURVEYING,PLANNING,PROJECT MANAGEMENT 11/30/01 9:25 AM
303 N. GOLDSBORO ST. PO BOX 609 WILSON N.C. 27893 TEL [phone] FAX [phone] [e-mail]