20011815 Ver 1_COMPLETE FILE_20011211

WATF9P
G
c,O
r
o -c
Gregory J. Thorpe, Ph.D.
Acting Director
Division of Water Quality
Ellis Williford, Manager
County of Wilson
PO Box 1728
101 N Goldsboro Street
Wilson, NC 27894-1728
December 19, 2001
DWQ # 01-1815
Wilson County
Page 1 of 2
APPROVAL of 401 Water Quality Certification with Additional Conditions and Authorization Certificate per the
Neuse River Buffer Protection Rules (15A NCAC 213.0M)
Dear Mr. Williford:
You have our approval, in accordance with the zattaCined conditions, to impact 0.46 acres of wetlands and 280 linear
feet of waters of the state for the purpose of cons;tructi Q the Wilson County Southeast Water District-Clean Water Grant
No. 0736, as described in your applic f- rece:?d by the Division of Water Quality on December 11, 2001. After
reviewing your application, we have decided that3his actrvity is covered by General Water Quality Certification Number
3288, which can be downloaded from oiz web sib at h=flh2o.enr.state.nc.us/ncwetlands. This Certification allows you to
use Nationwide Permit Number 12 when Me US Arrry Corps of Engineers (USACE) issues it. This letter shall also act as
your approved Authorization Certificate for impats to tie protected riparian buffers as required under 15A NCAC 2B
.0233(8). In addition, you should get arry other sximl, state or loco] permits before you go ahead with your project
including (but not limited to) Sediment and Erossba CorArola Nbn-Discharge and Water Supply Watershed regulations. Also
this approval will expire when the acconpaiyiirigg 4104 p=rr?r3 expires unless otherwise specified in the General Certification.
This approval is only valid for the pLvpose a7 d desk that you described in your application. If you change your
project, you must notify us in writing and you maybe reqtad?-_d to send us a new application for a new certification. If the
property is sold, the new owner must be given a =py c# #)e Certific n and approval letter and is thereby responsible for
complying with all conditions. If total weend fiiftWs 1, Dr th"s ;pc6ject (now or in the future) exceed one acre, compensatory
mitigation may be required as described in 15A 39DAiC 2H .d)5M (h). For this approval to be valid, you must follow the
conditions fisted in the attached certific:affm and1-hvsa Esied below.
1. All stream crossings are to be U thin e)dsfng NCDOT or local Right of Ways_ Stream crossings must be _
constructed as close to perpendcLAar as Omm.
2. Upon completion of the projeM fie appTe*r 2 sltrA complete and return the enclosed "Certificate of Completion
Form' to notify DWQ that all r %rk indud9d in die 401 Ceti lication has been completed. The responsible party
shalt complete the attached form and rGttum I to 1he 401/Wedands Unit of the Division of Water Quality.
If you do not accept any of the com%Dnts c9tthis car gkafion, you may ask for an adjudicatory hearing. You must act
within 60 days of the date that you recebe this fetter- To ask for a hearing, send a written petition which conforms to
Chapter 1508 of the North Carolina Gerd Staff fo the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This ced n and ift cendf ions are fwgd and binding unless you ask for a hearing.
N. C. Division of Water Quaft/ 1650 Mail -0-wo(ce Cis Fdeii;J`.k, HC 27899-1650 [phone]
Michael F. Easley; Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
N
ElVtt
Customer Service
1 800 623-7748
- 1
A r
Page 2 of 2
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have
any questions, please telephone Steve Mitchell in tf-,e DWQ Raleigh Regional Office at 919-571-4700 or John Hennessy in
Raleigh at 919-733-1786.
Sincerely,
9
ory J. orpe, Ph.D
OVA ing Director
Attachment
cc: USACE Raleigh Regulatory Field Of c
Raleigh DWQ Regional Office
Central Files
File Copy 01-815
W. Landon Younce; Green Engineen-c, PL_-.- `1 Go;dsooro Street; Wilson, NC 27893
December 5, 2001 ® 1 .i 0 1 a
North Carolina Department of Environment
And Natural Resources
7
Division of Water Quality
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Attention: Mr. John Dorney ( 1
SUBJECT: Nationwide 12 Permit Application d e
Wilson County Southeast Water District - Clean Water Grant No. 0736
Water Quality Extensions
Wilson County, North Carolina
PN: E96-058.1
Dear Mr. Dorney:
On behalf of the County of Wilson, please find enclosed for your review the following
items pertaining to the above referenced project:
to call.
• Seven (7) copies of Pre-Construction Notification 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 '/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 review fees.
If you should have any questions or require additional information please do not hesitate
Respectfully,
W. L ndon Y unce, E.I.
WLY/
Enclosures: As Stated
GREEN ENGINEERING, PLLC
WATER, WASTEWATER SURVEYING,PLANNING,PROJECT MANAGEMENT
G:\WO96\E96058.1\john domey 1tr(12-5-01).doc 17/05/01 4:38 PM
303 N. GOLDSBORO ST. PO BOX 609 WILSON N.C. 27893 TEL [phone] FAX [phone] GREENENGQCOCENTRAL.COM

O
A rF9
pG
L
asw
011815
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
httn://www.saw.usace.g=.mil/wetiands/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.g=.mil/wetlands/regLour.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 about 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).
HAWOWE96058.1\E96-058-Pre const note app(NEW).doc Page 1 of 12 12/03/01
9:41 AM
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.mil/wetlands/nWfinalFedResz.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.
HAW096\E96058.11E96-058-Pre const note app(NEW).doc Page 2 of 12 12/03/01
9:41 AM
Office Use Only: Form Version April 2001
USACE Action ID No. DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1. 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 Wilson
Mailing Address: Post Office Box 1728
101 N. Goldsboro Street
Wilson, N.C. 27894-1728
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 Engineering P L L C
Mailing Address: Post Office Box 609
303 N. Goldsboro Street
Wilson. N.C. 27893
Telephone Number: [phone] Fax Number: 252) 243-7489
E-mail Address: officena eeneng.com
HAW096T96058.1\E96-058-Pre const note app(NEW).doc Page 3 of 12 12/03/01
9:41 AM
M. 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: Water Quality Extensions - Wilson County - Southeast Water District
2. T.I.P. Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Wilson Nearest Town: Wilson
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): US 264, US 264 Alt., US 301,
NC 42, NC 58, NC 111, NC 222, SR 1002, SR 1004, SR 1418, SR 1423, SR 1424, SR 1426, SR 1427, SR
1428, SR 1429, SR 1430, SR 1431, SR 1432, SR 1434, SR 1435, SR 1502, SR 1503, SR 1504, SR 1505,
SR
1506, SR 1507, SR 1508, SR 1509, SR 1510, SR 1511, SR 1514, SR 1521, SR 1522, SR 1523, SR 1526, SR
1535, SR 1542, SR 1543, SR 1549, SR 1576, SR 1602, SR 1622, SR 1626
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): 105 Acres - NCDOT right of way and elevated water storage tank sites
8. Nearest body of water (stream/river/sound/ocean/lake):Toisnot Swamp, Contentnea Creek
9. River Basin: _ Neuse 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/m".)
HAW096\E96058. ME96-058-Pre const note app(NEW).doc Page 4 of 12 12/03/01
9:41 AM
10. Describe the purpose of the proposed work: To extend potable water main to existing
residents of Wilson County to provide a cleaner water source
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.
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.
HAWOWE96058.I\E96-058-Pre const note app(NEW).doc Page 5 of 12 12/03/01
9:41 AM
1. Wetland Impacts
Wetland Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Located within
100-year
Floodplain**
estno) Distance to
Nearest Stream

Gear feet)
Type of Wetland***
(SEE ATTACHED STREAM CROSSING SUMMARY)

s T ;et -,h
,,,.y..... o.,in,.c.wiy wuu iucu?.uy Leulputeay nupacts. =pacts 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 athttp://www.fem&go .
sss List a wetland type that best describes wetland to be impacted (e.g., &-eshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property:
Total area of wetland impact proposed:
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
indicate on ma)
(SEE
Type of Impact*

ATTACHED Length of
Impact
(linear feet
STREAM
Stream Name**

CROSSING Average Width
of Stream
Before Impact
SUMMARY) Perennial or
Intermittent?
lease specify)

• T.ict varh imr?nt c ?Fel.......i :,i....a:?. a ,...-__?_
--.•k,...,.-i..,.-..r - 1u umy Lu"J iaiy unpacts. lmpacrs 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/gam),
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 steams 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.uses.eov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapyuest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site:
H:\W096\1396058.1\E96-058-Pre const note app(NEW).doc Page 6 of 12 12/03/01
9:41 AM
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,
bay, ocean, etc.
N/A

# T:?a
?? ....,a 1111F wL 1cy1UaLV1_ wiu tueuuly -porary impacts. unpacts mciude, 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
MW096\E96058.1\E96-058-Pre const note app(NEW).doc Page 7 of 12 12/03/01
9:41 AM
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/strinizide.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
HAWO961E96058. BE96-058-Pre const note app(NEW).doc Page 8 of 12 12/03/01
9:41 AM
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 h4p://h22o.enr.state.nc.us/w 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:
HAW096\E96058.11E96-058-Pre const note app(NEW).doc Page 9 of 12 12/03/01
9:41 AM
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* s Impea ct Multiplier Requ tied
1 16,800 3 50,400
2 11,200 1.5 16,800
Total 28,000 67,200
* 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.
N/A
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 ground.
XH. 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
H:\W096\E96058.1\E96-058-Pre coast note app(NEW).doc Page 10 of 12 12/05/01
1:52 PM
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).
Ellis Williford - Manager - Cout}ty of Wilson
Applicant/Agent's Si
(Agent's signature is
1Z1?
Date
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 Cabanas 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
H:\W096\E96058.1\E96-058-Pre const note app(NEW).doc
12/03/01 9:41 AM
Pitt
Tyrrell
Washington
Wayne
Union
Watauga
Yancey
Wilson
Yadkin
*Croatan National Forest Only
Page 11 of 12
US Fis
US Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Telephone: [phone]
h and Wildlife Service / National M
US Fish and Wildlife Service
Asheville Field Office
160 Zillicoa Street
Asheville, NC 28801
Telephone: [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
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Telephone: [phone]
Fax: [phone]
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 Alleghany Caldwell Watauga
3855 Idlewild Road Ashe Mitchell Wilkes
Kernersville, NC 27284-9180 Avery Stokes
Telephone: [phone] Burke Surry
Mountain Region Coordinator Buncombe Henderson Polk
20830 Great Smoky Mtn. Expressway Cherokee Jackson Rutherford
Waynesville, NC 28786 Clay Macon Swain
Telephone: [phone] Graham Madison Transylvania
Fax: [phone] Haywood McDowell Yancey
HAWO96\E96058. I \E96-058-Pre const note app(NEW).doc Page 12 of 12
12/03/01 9:41 AM
Stream Crossing Information Summary
Wilson County Southeast District - Water Quality Extensions
(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
1 Impact 100-year Floodplain Nearest Stream Type of Wetland
(indicate on map) (acres) (yes/no) (linear feet)
1 Excavation 0.007 No 0' Forested
2 Excavation 0.005 No 0' Forested
3 Excavation 0.005 Yes 0' Forested
4 Excavation 0.034 Yes 0' Forested
5 Excavation 0.014 No 0' Forested
6 Excavation 0.007 No Of Forested
7 Excavation 0.006 No 0' Forested
8 Excavation 0.009 No 0' Forested
9 Excavation 0.009 No 0' Forested
10 Excavation 0.018 Yes 0' Forested
11 Excavation 0.007 No 0' Forested
12 Excavation 0.007 Yes 0' Forested
13 Excavation 0.014 No 0' Forested
15 Excavation 0.007 No 0' Forested
16 Excavation 0.012 No 0' Forested
17 Excavation 0.014 No 0' Forested
18 Excavation 0.007 No 0' Forested
19 Excavation 0.014 No 0' Forested
20 Excavation 0.006 No 0' Forested
21 Excavation 0.012 No 0' Forested
22 Excavation 0.018 No 0' Forested
23 Excavation 0.023 No 0' Forested
24 Excavation 0.037 Yes 0' Forested
25 Excavation 0.140 Yes 0' Forested
26 Excavation 0.007 No Of Forested
27 Excavation 0.007 No 0' Forested
28 Excavation 0.009 No 0' Forested
29 Excavation 0.007 No 0' Forested
List the total acreage (estimated) of existing wetlands on the property: 0.74 Ac.
Total area of wetland impact proposed: 0.46 Ac.
F:\Wo98\MU.IT96-058.1-saeams.xls Page 1 12/5/01 1:42 PM
. .
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact Length o Average Width Perennial or
Site Number Type of Impact
1 Impact
] Stream Name of Stream Intermittent?
(indicate on map) (lin. feet) Before Impact (please specify)
1 Excavation 10' White Swamp 6' Perennial
2 Excavation 10' White Swamp 20' Perennial
3 Excavation 10' Cattail Branch 28' Intermittent
4 Excavation 10' White Swamp 40' Perennial
5 Excavation 10' U.T.(White Swamp) 16' Perennial
6 Excavation 10' U.T.(White Swamp) 6' Intermittent
7 Excavation 10' U.T.(White Swamp) 5' Intermittent
8 Excavation 10' U.T.(White Swamp) 8' Intermittent
9 Excavation 10' U.T.(Town Creek) 10' Intermittent
10 Excavation 10' U.T.(Town Creek) 14' Intermittent
11 Excavation 10' U.T.(Town Creek) 6' Intermittent
12 Excavation 10' U.T.(Town Creek) 10' Intermittent
13 Excavation 10' U.T.(Town Creek) 8' Intermittent
15 Excavation 10' Buck Branch 18' Intermittent
16 Excavation 10' U.T.(White Oak Swamp 20' Perennial
17 Excavation 10' U.T.(Mill Branch) 6' Intermittent
18 Excavation 10' Mill Branch 5' 'Intermittent
19 Excavation 10' Mill Branch 30' Perennial
20 Excavation 10' U.T.(White Oak Swamp 6' Intermittent
21 Excavation 10' White Oak Swamp 25' Perennial
22 Excavation 10' White Oak Swamp 60' Perennial
23 Excavation 10' U.T.(Toisnot Swamp) 30' Intermittent
24 Excavation 10' Toisnot Swamp 33' Perennial
25 Excavation 10' Whiteoak Swamp 60' Perennial
26 Excavation 10' U.T.(Toisnot Swamp) 6' Intermittent
27 Excavation 10' U.T.(Contentnea Creek) 6' Intermittent
28 Excavation 10' U.T.(Toisnot Swamp) 6' Intermittent
29 Excavation 10' U.T.(Toisnot Swamp) 8' Intermittent
Cumulative impacts (linear distance in feet) to all streams on site:
280'
F:\Wo98\9&313.1\E96-058.14neams.xk Page 2 19/5101 1:42 PM

zv 1418)
„
4420 I ° n
// 1?oYlI Vey
C
- y
• ?.. :Ce I 1423
.ee==- '? \ • ?' ,) .?' it
42t
/I
Motel .. t • /31 \ 1422 I u 0
36 ?,• __/JOB I =_? `• `. 11 11 ??
I °
11 \
r?G- ? QQpp ? - "fir a?llO \ J '?
Q
r: ,•, 1.., rn P
Truck `..\ 4? ,• ???r..:•.,, tiUa'
? ? xo
130
00
120
14
L - cI
1423 / n
Pleaaant• o e/4•
u - 1426 N h
6 1426 // t r d "? ii 1 \ w . +
bud o 13
lt_pe
// ate'{+J'",.:1Lq ?• ?? II
• / II N
130
+! •II N ?> / bra 11 q
. ? ?e, 11 NI ? '.
N 0 Cem::
11 " w -
77
130 II.CQtIy'
?/? ?? Ik, ? ? _ -7 i`??yy?d ? i. k'' ?ryp? lilt 'k 1"r:, / ?•? ?? ??, '1 ? p1 ;1j ® y??
? 11 V
%?. ,,.? SA /J5 s n II;Sra:. d,f vy 0'
I' /J 1428 U27 °-' 1
I EX/r), •s°•
/W/[SON 1:62
sool =46
y the Geological Survey
SCALE 1:24 000
Carolina Geodetic Survey * 1 ?: S
from aerial MN
1974 oN 1000 0 1 2000 3oao 4000
-1, 1
1h Carolina coordinate I=-°`}_- 7:• 'r_ t=
307 MILS 1.39' •. Li
rgrid ticks, 29M13 CONTOUR INTERVAL-,10 FEET
ierican datum NATIONAL GEODETIC VERTICAL DATUM C
ice t
and field lines where
his ELM GIB N•C•
his information is unchecked UTM GRID AND 1974 MAGNETIC NORTH ????ehi?-IC'LE
DECLINATION CENTER OF SHEET
AT
1rr?4yb ry. r THIS AP COMP IICS?l!WITII NA,{{77IONAL,MAP ACCUF
. ? ` ? .,??.?>•? Nei '1 t lrr{? ?1?? ?Ft'1?(1f`I(:A1?41??(.1I?RFtiTY1N
WIN 11WHIPA-1-KI
1 L- o°/ o,
o, 170-
\ eO \_
I
Cem
r• \
11 / `J
1241 , , ?
)
?- /i • %? J f loo
hh 1 ? •.... o ? b
r{
y,.. .. .. 'vim
,00

I
- q u
u
r., ."
q
- NIr _
60
µ i a II
II
:lCem
to 'Cem i -® -- - t
1 ++ ??? as
/10 4;n era, xos r ds5„ .110
•. ?.: 126 ys• • O
't
170 { ?.1 I
aa
1 y O mmunl
. /OB
fe
t
C Cem;; I fi, , 3 New Hope
%
` ! / 1418
I/ 1
_ n vnwvtlle
U r ;. u?' r I i n
7 7
?r I O
z41 47'30" '48 1249 • • TKR!O cowoleAL Wnvir, nKsroN, wnmNU- a ->: .
4tl
-- -- - 'T _ r Al/. rO U. s.mso> e50 '51ooc.E
ROAD QLASSIFICATION
I MILE
Primary high Y.
. L
ight,dut road e.-: or ;•
rd
Woo rood FE!T hard surface.Wa:,........?"?
µ ?mproved,?surface :?
I KILOMETER Secondary highway,
"'??
hard surface ....__._...:® Unimproved road '_ ........
129 Interstate Route 'U.`S: RoutOStitte Route
N. C.
ELM CITY, N.C.
QUADRANGLE LOCATION SW4 ROCKY MOUNT 16' QUADRANOL
STANDARDS N 57 7. 745/7.5
"aINIA 22092 ,.
ILABLE'ON REQUE8T - ?' 1977

7

47'3(" 7
?\
--
Y

X84 ° .? .

141 r J

ao
30
w

. %

• : 3a O
.
k/ b ..

740000 0
FEET / 1 l (\

1432 x Y
e
x'
} Corn

0

36°46,+?? ? ? ? a.•.'r'?''ur3l?l wee. ??? \?
77"45' r52 253
Mapped, edited, and published by the Geological Survey
rg1 ? Control.. by USGS, NOS/NOAA, and North Carolina Geodetic Survey
?g Topography by photog rammetric methods from aerial photographs
taken 1977 F7eld checked 1978. Map edited 1980
Projection and 10,0W46ot grid ticks: North Carolina coordinate
System (Lambert conformal conic) .
1000-meter Universal Transverse Mercator grid, zone 18
1927 North American Datum
To place on the predicted North American Datum 1983
move the projection lines 12 meters south and
26 meters west as shown by dashed comer ticks
:; y?? ,y,•,_F1nS rod dashed lines indicate selected fence and field lines where
?? ?r• generally visiWe on aerial photographs. This information is unchecked
o{ t

o n
964 12 380 000 FEET 42'W'
R E )ops N•C•
MN
GN F. l
T2TV0 r 134' 1000 0 r:
UIIM GRID AND 1990 MAGNETIC NORTH
DECLINATION AT CERM OF SHEET
? arv nc
N tuwalua /ed ir,......._. .....,N
/J/ 1
N ? • N _
ljo.

_+ - - -w-

??? 264 ' '`_0 / Q
l p
/r
/y V.
1t
a?.e n
y'/ n it
?,) ?l.
loo
SP?RM- _• • , k •c
QUFID94PhN6IE
%Jt1LN,t11 V%.It1 -aAUt1LJ1Xt114%.IL=
NORTH CAROLINA-WILSON CO. d`,e
7.5 MINUTE SERIES (TOPOGRAPHIC)
NE/4 WILSON IS' QUADRANGLE
N / 47'30' 34 9 nlIVEroas 9 mi. 2 370 000 FEE T 7'/
1002 .,Substation
ti .
ilbanks

11 120
"
1 4 11 Ch tc?cm
\ •r
a 4d udne

•
er
0
o • • p
It n

O v
;;'

f?A Fr t
f

;r`
? +
y .
*j??F ?
Y
t
]y}f.o
-.L)ne •/(
p.• ° • •11'• ,'.es ;F cy-ru
41•' ?It? kl
N ,{
F? 5 :. 1A rr.l`t
.?
r ?5 M5A!IXI

..
?
? `
r ?
.

,/ ? - l >vbty.
+
c s
s , 4
'
? 5 J17
M S ?o l ! 44
/ 4
?
1•'? ?'?,?`„k ,?
>
?
?
hf
?
;,f ?
•Y
,
? T {r
1?1
,,r'. t{
yk 4?

r.,!}i. ?.. 1,, •X..
?'?i:? fIF
! r '?w??
T. ,, f ?
)
\?
1
,,?
$
?
'
?
?(:`?j?' ?'T°'1V'"•nr7'd ??,t ZM ot?? r?
ro'. '?T• :n "I'lt?,i,?; di>, Y
{
?4Y5` n i ? t' r "1?.
:.U?S._att,.....?. .r , 3,
1 e,?
v
. _
A
y5
j 1507
J
C
ti
•7
t

W

,?
+ ?, ?
q
'?? ..
0 ?

r
i' y t J?
y?,g'{
Yr
;
i'?y?i5?2
Carr

w"
,
..;
. '.?:. t rB„I .: .:`h' 1

?' '?j`..; ,.r.
y
?+ti # ° ..."' j a ;r-.• ,FCa V t?.l'. ?,If?-t
.
V
?
4 'S ,. Ti l..
:7
a=a
,}y

r J
Y ???LLLL C 11
? II
/
IZ 1rJ1

11
8
'
?, I?{V 9 Q m \\ iJb. .y 1511
M ! ?at3 ;?. JI
N 1 L '

Owens
o - It 11 'Chapel
f \\
-
o

?
' ? SIC' II k /
?:

1505 \ o (f

Q (509)
\
OIL

• {
rzo
u
G
'° ?• Hoidens
em
? Crossroads a
'` "
//6• it 4,
i is

'°45'
1 35°45'
7959
3958
°57
20 000
EET
!'30'

V1V111L.LI JltilLa
DEPARTMENT OF THE INTERIOR
GEOLOGICAL SURVEY
77,°45'
!5°4
1152000aE
253
F;?O1 XTPIAL I t1•G.
G?U P?ORAt•1C?1?
tie

?0WmN
l• \•• C
1
p l /•
'
O ( ?:7fn t (
':Y Iy(• ?f?4 C

y n
1s ?1 a
I
,
+
tit
( J
a ?
II

`
• "Ji
i ••
?
? l
sr vb•[r
1114

14
?
r k ?? b own AIMj.a
.
? Ch
'M h ??? g
a •?
1 ??
??) (
?
'
N
" ??
•
?Ir
'y J ,
µ `+
lp
.4? , i
7
?.:.
, W(c,: `
\\ GK?..: :1 F ??` ?\
e
5 i:o
$957 -
Cem - - ` q a\ <

v?
\
\
d IOW a ?' ?'c7t ,
? <?
\
?
?
v

_ "b a °I,
a
7.6
7
,,' , ?.• 36
em 1506

Y i
w
956 36.0
, ,. h+ E rv
a 11 r?;
/ e
7
7" j
-
1

10

b
26 l

55

ter `? r , :. ?•..?. II
• ` 11 ? /
34.0 ?
:
Ce j
?
e
Good Ne
Cem! %Ch i
ws
II ?
:
m
n ?\
p
1004
9
r?
\j
&6
11 \\
l
a II ?` •
n u

e? II
11 a
II I
a?=
rc?c c 11 I' _
, _..._
<. 11 II y

'94
390
690 000_
FEET
'041
35°37'30"
77°5e

1951

10,

-

\

17

oo? ,

\

° p

r

46-

°~
7o

ir-
50 - - 1622) \ `
W

got

°

. u
?. Evans ? O 162 yI
1512 • 107
\ ,,
' \
\
?

f ` Y • \ wa•Y '...
; FC 7} ?`*r`?3i \\ Yts;. {g..;p(r'? ? ..'
??:;r, r?r. ' \ ? ?
/
. .

. ••? '....
\e ,,;j .
7
h I a ?. br
;? ?s' r
' Y
` %
•
?
*•.

n7 a?
4 9
i
1625 { •, `\\
' '': . _¢_ ° \
A r?
?.

x ndpit /i \ 1626 ° /09
\
/
. ?
'
.., , ? /
y /" .i ' B n ? r r tip;, ? -? •
n;?y

Sa It o r •,' ?? 6

an k
r

y
•
. ,? fir`
? - - -_ • ° i
?Wkr ? \ v ????' '`r a f!+?'
j?
+ 11 ? . ?
j < 4 ?
? 1602r o • e C 1 ,.
x ?r
.
x
aP , 11 •
i4 ?
, ® r
,r t

TV.
'
?nr 74 0 z 41 2 340 000 FEET RA 2 ,
os? Mapped, edited, and published by the Geological Survey
Control by USGS, NOS/NOAH, and North Carolina Geodetic Survey
Topography by photogrammetric methods from aerial photographs
taken 1975. Field checked 1976. Map edited 1978
Projection and 10,000-foot grid ticks: North Carolina coordinate
system (Lambert conformal conic)
1000-meter Universal Transverse Mercator grid, zone 18
1927 North American datum
Fine red dashed lines indicate selected fence and field lines where
generally visible on aerial photographs. This information Is unchecked
3• 50 SNOW H/LL 16 Ml.
6 IRPS?PICA N-) H.C-1 .
??fl(? pt f JY..?
MN*
1000
ON E?
6•
l67 W-ILS 1.38'
29 I
UTM GRID AND 1978 MAGNETIC NORTH
DECLINATION AT CENTER OF SHEET \
• may// ° O.
. ??
/23
;orner Line
:., Ch \ 1004
1543 0 °
?/? 222
II•
116
1507 ^
Zimmerman BM
/ I Chapel 1 120 Cem
120-
Water ?l
r/ MiddlP?Ighh • : ?/ D •?.,; Tank '. : Cem
¦¦ i < • t .: •;Sar toga
222
^? v
-" ? - ? ? • Field • 116
( ? ?\ o ? ? \ 15 0
Chapel ro `, j' '0 • [2i c \
° I" II
:° ?l II •
264
o °11
153 J
Cem
08
-? i .. ?.. ?• cam. ?
118
?p
10
cb 11 ••? o , :. Cem
9j 1507 \
°
246 I STANTONSBURG 2.1 Ml. 247 47'30" 1 248 249 ¦ INTERIOR-GEOLOGICAL SURVEY. RESTON. VIRGINIA 1879
250000-E
ROAD CLASSIFICATION .
1 MILE
Primary highway, Light-duty road, hard or
.....-..
5000 6000 7000 FEET hard surface ......................... improved surface
1 KILOMETER Secondary highway,
hard surface ....... _ ................- Unimproved road .........--_--
T
\ / Interstate Route 0 U. S. Route O State Rol
OF 1929 (?
N. C. ¦ ?
SARATOGA, N.
QUADRANGLE LOCATION NF44 WILSON 15' QUADRAT
STANDARDS N3537.5-W7745/7.'
• ;
GIvA?i?PtNGL?
STATE OF NORTH CAROLINA
DEPARTMENT OF NATURAL RESOURCES
AND COMMUNITY DEVELOPMENT
RALEIGH, NORTH CAROLINA

a'
-too WILSON 8 ML 2 44
2 SM X NE
45 /SAR4TOGAJ =
46 SARATOOA 2.6 MI. 2
Q] 4.
x ?i?i +Vr
{
s ° I00

?,
O• 1 O f Y i
#} . a, 222 p
?
°
• \ O Z +7L.- - \
!
7 cam \ _

II 1627 \

/ - _?'? 6 O
?
II
II f ' ?
° \ O
w
1531 e

r Q _J C co
•o

u
ii a

`?
? • . ° •ii T
4r ,/ ' • Z
r
•
' St J, es \
Travelers Rest

L
?
ti•
\
O u
I r i
1628 °
•
.
• ? I

Litter
@=-J/ ' •' ; •, Greater Z? • \
IT.
•

Tentea . ?\ I -?-' $• - p d cZ
.
- 6O
V
?- X60
/
- 1682 1539
62
1
O
O \ \ \
g 1629 Culvert _

\ /?
222 - -
?o
. wilsnax\ 1 ,,-

an
15 ?' 'i ito
I
I
I
• -.

.. o
_
\?n U I \ 1
I /? /
160 ?J
?: I . / 'I \Q 68ndpit
/
IB -

o
\ , _
"
\ •
M
60
\
?

V?f 04-

Alai ;I
\ If
_ FIRESTONE PARKWAY (SR 1328)
_---_------------- T -
\
------_--- --_-
TT
II
II
- 1zI0L-w = _ 1zroL-w= _ = 12006-.W = _ = tzIDUEC - l -t2fnl,lL = _ =12r01!!L =
---____ -----_---- ---------- -- -IL _
301 _--- ------ ----------1{"-----------------
-- -----------1L---
- - - - - - - - - - -- - - - - - - - - ----
8*
1 - 874' HYDRANT TEE
I - 8" GATE VALVE I
I - GATE VALVE O ? ? I
1 - HYDRANT ASSEMBLY i-
WATER MAIN CROSSES
co SWAMP (SEE DETAIL)
- - . I I
I I
I 1
-- ------------4--1-------- ---
_ FIRESTONE PARKWAY; (SR 1328) _
ASPHALT ROADWAY I I
- - - - - - - - 1 I
i I
I ? I
I ? I
I x I
at 1 I
o GRASS MEDIAN I = I
I x I
CITY OF WILSON WATER SYSTEM
120DI-W - - - 12001-W "T ?iz'+''W 120DI-W 12601-v
- - - - - -
ASPHALT ROADWAY I i (SOUTH BOUND LANE)
I I
- - -- - - - - - - - - -+ -1- - - - - - - - - - - - -
301 I I
+ CRASS MEDIAN I I
I i
- - - - - - - - - - - - - - -I - L - - - -
(NORTH BOUND LANE) - - -
ASPHALT ROADWAY -?-
I
_- -- -- -- - J -- - 54 LF M
5, AND 72 LF 88* DUCTILE
y
0 MIN. CULVERT AND THROU
SYMBOL AND
iHEET. MDET L.
Q 8LW ENQI WK% Q WILSON COUNTY - SOUTHEAST DI
I1:WA7M EFI BURVEYNQ PLANPNCL PRO PROJECT MANACIEINENT
K V "° ? ' eoa V&MKPM
0 237-MW E17Ea RAX (262) 2-0-7,M OFFCC FICE 0 ? CirZ ?IrZOOIU
z>'?3 PHASE - I WATER SYSTEM EXTEI
1
I
t•?a
WATER MAIN CROSSES
ROADWAY CULVERTS \y
(SEE DETAIL)
\.
8•
\
1 - 8n 8" HYDRANT TEE a. J '
t -
-? CA-M I&
8` , 1 - HYDRANT VASSEMBLY
a
SYMBOL AND
MT.
38 LF OF 8'0 DUCTILE IRON WATER MAIN W/ RESTRAINED
JOINT AND 72 LF OF 8"s DUCTILE IRON WATER MAIN
DIRECTED AROUND EXISTING ROADWAY CULVERTS
(MAINTAIN 2' MINIMUM COVER OVER PIPE IN STREAM)
cAREEN ENQINEERINQ
VATM OLRVEYM PLAN RX PROJECT MANAGEMENT
`tmam" or. PAX Box am WLWK N,Q 27BOo
ba PAX cW2) =q-74M cr"m 0cfam acorn
' BANK sraeluzA
\ SEE DETAIL
\ (SHEET DS2 OF
Mly/ '
8"M
qo_Dl--TAIL
WILSON COUNTY - SOUTHEAST D
PHASE - I WATER SYSTEM Fx7l=l

I
/AN
t I 1 - 6"x6" HYDRANT TEE
2 - 8" GATE VALVES 6M*
1 - HYDRANT ASSEMBLY
r ow
- ?.
W
/? hloy\,?
Wa4
Cis R ?Ap (SR 14
WATER MAIN _
CROSSES BRANCH
(SEE DETAIL)
54 LF 6"0 DUCTILE IRON WATER MAIN
WRESTNED JOINT AND 90 LF 60
DUCTIILEERAIIRONN WATER MAIN AR ND"Ek
84"0 TWIN CMP'S (MAINTAIN 2' MINIMUM
COVER OVER PIPE IN STREAM)
BANK STABILIZATION = /
SEE DETAIL /
(SHEET DS2 OF 7) 5,
MIN. /
---- --?/
ft-ADWA
?° /• ' ??
SF z
cp
MD L
3INEERING
'LAN'K N(k PROJECT MANAfEW34T
Oxon "UK K ma veao
•740 OFFM 0 OF1994EJ4OOM
KPA" SAD
!S'R 1428)
600

6"I
WILSON COUNTY - SOUTHEAST DISTRICT m
PHASE - I WATER SYSTEM EXTENSIONS
I
CATTAIL ROAD (SR 1424)
WATER MAIN 5
OFF 1 - 8"x8" HYDRANT TEE
EDGE-OF-PAV'T TYP 1 - 8" GATE VALVE
Q (3' MIN. COVER) 1 - HYDRANT ASSEMBLY

cQcsS
No.
?. f
- QAI TAIL ROAD
1424)
.? - -
_
gw` BRIDGE
_ASPWILT - ___AY ?? -
_ T-_'T - "_ - -
t I TAT-T_T_
EX. 18"M 6"/ _ 8w*
__-
NIMUM -
STREAM)
72 LF 8"/ DUCTILE IRON WATER
MAIN : W/ RESTRAINED JOINT
MID `90 LF 8"0 DUCTILE IRON
WATER MAIN THROUGH SWAMP
(MAINTAIN 3- MINIMUM COVER) DETAIL
T MANAGEMENT WILSON COUNTY.- SOUTHEAST DISTRICT cATrAL ROAD (sR
F! AWN
PHASE - I WATER SYSTEM EXTENSIONS ROAD I R
\ ??" ?REP)'?'1 CRb?611?? ? I I i
WATER MAIN CROSSESO .??
6 'o
\ \ SWAMP (SEE DETAIL) I j ® j ® j
00
- - - - - - - - - - - - - -
_ -- -- -- -- -- -- ----- __
m WEAVER ROAD (SR 1428)

1
1
1
i
1

6•r
0 1
i/SPFIALT ? ROADWAY
fl
36 LF 6"0 DUCTILE IRON WATER MAIN W/RESTRNNED JOINT
AND 72 LF 6"I DUCTILE IRON WATER MAIN AROUND BRIDGE AS
SHOWN (MAINTAIN 2- MINUMUM COVER OVER PIPE IN STREAM)
SEE DETAIL
(SHEET DS2 OF 7)
? L
6?*
BRIDGE t--- - -
's
z
I £
t
iRUCTION NOTES, SYMBOL AND
f ?BfND SEE DETAIL SHEET.
WEAVE
(SH
6'*

N

El
130 LF 12"0 DUCTILE IRON BANK STABILIZATION
WATER MAIN (OPEN CUT) SEE DETAIL /
(SHEET DS2 OF 7) / . /
----- ------ ----- ----
----?_ -- -------- 1?1
- - 42 -
kr- ------
12"I
12"0 5-
-?' - 5' MIN.
MIN. 36 LF OF 12"0 DUCTILE IRON WATER
1 - 12"x6" TEE MAIN AROUND EACH EXISTING 4'x4'
1 - 6" GATE VALVE BOX CULVERT (MAINTAIN 2' MINIMUM
/ 1 - 12" GATE VALVE COVER OVER PIPE IN STREAM)
,
0 31) 100 200 -PLAN
15 30 80 -MAL
UTHEAST DISTRICT No f• mmAY 42 at a E
BAFOCALE 04
STEM EXTENSIONS Oerd"°r° School
?? 7 a- 63
'Pee
I I
I I
I
WATER. MAIN CROSSES /
ROADWAY CULVERT
(SEE DEI LS)
t?n• S
TOWN CREEK ROAD
-- -- (SR 1002) -- -- -- ---
i ® WATER
EDGE-c
1 - 8"x6' HYDRANT TEE I (3' MIN
1 - 6" GATE VALVE
1 - HYDRANT ASSEMBLY

TOWN CREEK ROAD
(SR 1002)
MALT ROADWAY V _
8'0
. 15'0
1M
rCH)
MW AIL
DETAIL WILSON COUNTY - SOUTHEAST DISTRICT TOWN CREEK ROAD (M toot
PHASE - I WATER SYSTEM EXTENSIONS ?1I, of NC "Oh""AY 42
rr '` ce
J? o
CZ
TI
?I
I
R I
c ASPFW.T ROADWAY ? - - - - - - -
800
a ?0,
BANK STABILIZATION 5• rMoYN 0 DUCTILE IRON WATER
- 0 SEE DETAIL / MIN. UND IX. 36'f CMP
(SHEET DS2 OF 7) / 2' MINIMUM COVER
E IN STREAM)
J 1 1 1
1 1 1. 1• 1. z
.1 .1 ,1 1 1 1
.1 1 1 1. 1 1.
.1 ,1 1 1 1 1
1 1 '1 1 1 1
.1 .1 •1 1 1 1
.1 .1 ,1 1 1 1 ? ?? ?,.
1 1 1 ® WATER MAIN CROSSES
1 - 8"x6" HYDRANT TEE 1 1 ROADWAY CULVERT
(SEE DETAIL) '
1 - B GATE VALVE
1 - HYDRANT ASSEMBLY 1 1 1 /
. 1 1 ® , 1 1 ®
800
- - - - - - - - - - , Y
ROAD -T---T----, --I --?? -
?) 1 •1 ? ® 1 1 i
1
1 cmm1 1 1 1
1 1 1 ? .
1
1 1 1 ?
18 LF 80I DUCTILE IRON WATER
MAIN AROUND EX. 36"I PVC 5' 8"M
(MAINTAIN 2' MINIMUM COVER MIN.
OVER PIPE IN STREAM)
800
-----------
eDETAIL
C Is so e
0
COUNTY - SOUTHEAST DISTRICT Bm TowN ROAD (sR wo)
I WATER SYSTEM EXTENSIONS *o t' of No HK1wAY 42
1 I
I I
I N
_ T
_ T T-- -- r-_ -{ I ( I I r
I I 11 I I I i I
ZIP I® I ®I ® I i I I WATER MAIN 5T TYP OFF
I I EDGE-OF-PAV' I
I I I i cm 1(3- MIN. COVER) 600
,I SHALIJNC TON MILL ROAD i (SR i
® I ®I ® I i
I
_ - I ® I A ?.
i
i I
i
i I
36 LF 6'0 DUCTILE IRON WATER MAIN
W/RESTtiAINED JOINT AND 72 LF B•i DUCTILE IRON/? 0
WATER MAIN AROUND TRIPLE 72.0 CMP'S (MAINTAIN
2' MINIMUM COVER OVER PIPE IN Cmceut ;.l

6'0
SHAL.LINCTQN
i
1 - 6•x6• HYDRANT TEE
1 - 6• GATE VALVE
I - HYDRANT A_C_CRusa v
ti
WATER MA
CULVERTS
!57PEPM
cp-o-.s6 Itilc-0-
No. 10
SEE DETAIL
(SHEET DS2 OF 7)

ASPFIALT 1 1 ?' ? - ?.
WOAD?AY f?vNNN? F-? _ _- _
1 11 11 1
17- 0.-
I ,(
r%VrAte
i4
WA
j (Mr
11-
-? ?ISPFtALT Ra
45N DETAIL
V
=RINQ
t PROJECT MAw?cmmENT WILSON COUNTY'- R01 n-14;= ART Ml_QTIRIr`T
[ffiS

CULVERT
cf-o
10 z 42 =-_-_ - _ _?
6.`-
/
/
i?N?o' I Z ? ?'
E ? ® I I TZ® ?.
I I 1 - 6'x6' HYDRANT TEE
J 1 - 6- GATE VALVE 1
- - . - . _ 1 - HYDRANT ASSEMBLY

6-r
I
,. D.I.P. WATER MA
(SEE DETAIL)
I?
'g
I
tt
42 a ASPHALT ROADWAY
6'/
DETAIL
NUT-
BANK STABwZATIOr
SEE DETAIL
(SHEET DS2 OF 7)
11
1
600
l
/-R'N DETAIL
WATER MAIN UNDER EX. 30.0 RCP
(MAINTAIN 24- MINIMUM SEPARATION)
um.
FOR CONSTRUCTION NOTES. SYMBOL AND
LINE LEGEND SEE DETAIL SHEET.
5'
?P=ZI ---
- - 6~M
36 LF 6.0 DUCTILE IRON WATER
MAIN W/ RESTRAINED JOINT do 36 '
LF 6-0 DUCTILE IRON WATER MAIN
AROUND EX. TWIN 6'x5' BOX
CULVERTS (MAINTAIN 2' MINIMUM
COVER OVER PIPE IN STREAM)

\ \
600
NNS
\ - 42
j , I - 6"x6'
- 6" GA",
1 -HYDRA
6"o
f WATER MAIN CROSSES Iva
ROADWAY CULVERT /
(SEE DETAIL)
BANK STABILIZATION \
SEE DETAIL . /
(SHEET DS2 OF 7)
t ?
? t Rpl?. - i
i
i
1
p
42
36 LF OF 6"* DUCTILE IRON WATER MAIN
6005' lAROUND EX. 7'x4' BOX CULVERT (MAINTAIN
MIN. 2' MINIMUM COVER OVER PIPE IN STREAM)
M
FOR CONSTRUCTION NOTES, SYMBOL AND
LINE LEGEND SEE DETAIL SHEET.
GREEN
!2?H1?ATM W TM ISIXIVIEWn M AWM*% RIpFI?O IEECT MANAC]EMENT
sm K DOL06BOR0 WE PAX SOX ow V&WK KQ 47!00
101 TM (2W 2:17-aM FAX [phone]"M 0 GR3DEM )M
WILSON COUNTY -
PHASE - I WATEF
END 2'0
c 1 20
LWATE

p

LF 24" STEEL CASING
54 LF 12'0 DUCTILE
+N CARRIER PIPE
RE AND JACK)
END 12'0 DUCTILE IRON N,,
ER MAIN TO R/W
UG do BLOCK) crs -
cAS cAS 5'
_ GAS-??`?__ MIN.
CW@ p ?
DEN 0736
®(264 ALT. ONLY)
1 - 8"x6" TEE
1 - 8'x2" TAPPED PLUG
1 - 8' GATE VALVE
1 - 20 GATE: VALVE
1 - 8'x8' HYDRANT TEE
1 - 8" GATE VALVE
1 -HYDRANT ASSEMBLY
cAS cAS - cAS - cAS - cAS cAS cAS ?- cAs

? O
1111
I III
- - - - - - - - - - - - -
$ I IIkVI
jp T ROADWAY _ - 1 11 I
----------111-
• ------ 1l
0 GALLON
TER STORAGE
CONTRACT #3)

38 LF OF 8'0 DUCTILE IRON WATER MAIN
AROUND EX. TWIN 42.0 RCP (MAINTAIN 2'
MINIMUM COVER OVER PIPE IN STREAM)
U
L 2't

R DETAIL
.32
ACEMEW WILSON COUNTY -SOUTHEAST DISTRICT
ea 2" ATE
PHASE - I WATER SYSTEM EXTENSIONS usHmmAy
CFi08MMM Fr
'"'
8"*
-- - - O V
ALT ---- - -•---__
-ASPNAIT ROADWAY -??
II
eU ? - -
USA
wFAILK EDGMCOVEAIN 3
3. PAV1
_ _ ?- (3, Ulm.
,

0
o 0.4
®+ i
I
I o ,.
\V? I J ° I
I I
® /
I ?

:Ross
MUCERS
VALVE
I/ALVES 8'0
?vo
8.0 DUCTILE IRON WATER
:BOSSING UNDER EX. 15'0
MJNTAIN 24" MINIMUM
1TION) (OPEN CUT)
1 - 8'X8' HYDRANT TEE
1 - 8" GATE VALVE
- 411 WAW ACQVUftf V
WATER MAIN CROSSES ROADWAY
CULVERT (SEE DETAIL) T
ERM ?o65?NrC? j
l._
- ADS SAD
Boo , b.0
38 LF 8"0 DIP W/RIN AINED JOINT
AND 72 LF 8"0 DUCTILE IRON WATER
MAIN AROUND EX. TWIN 7Y0 CMP
CULVERTS (MAINTAIN 2' MINIMUM
COVER OVER PIPE IN STREAM)
=R'Q1DM,??_ _ ?
e
ARN DETAIL
o a m
;N COUNTY - SOUTHEAST DISTRICT HOUXM 040MOnA M an ton

I - 6"x6" HYDRANT TEE
2 - 6" GATE VALVES
1 - HYDRANT ASSEMBLY

? t
- - - - - - __--- --
e*" ®C \am
WATER MAIN 5 OFF \
EDGE-OF-PAV'T TYP
(3' MIN. COVER) \
(SEE DETAIL)

I
CR055 1
?4O. 1-3
kQ
6" DIP
TRACTOR TO USE TEMPORARY
FOR TESTING & CHLORINATION
R TO CONNECTION TO GATE VALVEJ
:T N0. t
a?
- - C ROAD
600 Ir
36 LF OF 6"0 DUCTILE IRON
WATER MAIN AROUND EX. 60"0
CMP (MAINTAIN 2- MINIMUM
COVER OVER PIPE IN STREAM)

INIa
?rr
oJEcr MANAC WILSON COUNTY - SOUTHEAST DISTRICT
Ka r, man
l am,,, PHASE - I WATER SYSTEM EXTENSIONS °' w? LAn
i I
I
-------------

v

WATER MAIN CROSSES ROADWAY
CULVERT (SEE DETAIL)
• WATER IN
1 - 6"X6" HYDRANT TEE 1
1 - 6" GATE VALVE
1 - HYDRANT ASSEMBLY
LAKE ROAD (SR 1506)

LIEDGE-OF-PAV'T TYP
MIN. COVER) ,
• 1 690' WATER MAIN
CULVERT (5
/
i
/
i

- 6"x6" TEE
- 6" GATE VALVES
I
r - ;?- s"rt
A =1 v
?-------
CONTRACT NO. 2
/ ENDS AFTER VALVE
?+\/\ 0
i
??v
A,? \ .
a \
600
BANK STABILIZATION
SEE DETAIL 5-
(SHEET DS2 OF 7) MIN.
36 LF OF 600 DUCTILE IRON WATER MAIN
AROUND EX. 72"* RCP (MAINTAIN 2'
MINIMUM COVER OVER PIPE IN STREAM)
6"I
f
600 I I -------------
--------- Itt r---
A - I _ --
1000??T _ -.
-' ROADWAY ________________
1Y ?. .
J ml
6"f
WEBB LA
{
A
JECT MANACEMBNT WILSON COUNTY - SOUTHEAST DISTRICT
W7=8B LAKE R
fwaye ° PHASE - I WATER SYSTEM EXTENSIONS a' c"R"" I'
io
0 ,
T-
i
® WATER MAIN CROSSES
I 1 I I I BRANCH (SEE DETAIL)
800 ® WEDAGE?-OF-
(3' MIN. C
Sao
_--?`--- -----_----- ----. ------------=
------ -------------- -------
1 DRANT TEE VALVEVALVE
ASSEMBLY
i. Rc?r
WATER MAIN UNDER EX. 15
(MAINTAIN 24" MINIMUM SEF
38 LF WO DUCTILE IRON WATER MAIN WATER MAIN UNDER EX. 30
RCP ISEPARATION) (MAINTAIN 24' MINIMUM
1?? RESTRNNED %WMNN AND 72 LF 8"M
u ICTI IRON WATER AROUND
D
T
(MAIIGAIN WIN 84"/ CULVERTS AS SHOWN 1 - ONG" HYDRANT TEE
PI IN 2STREAM)MINIMUM COVER OVER \ 1 - HHYDRAN VALVE ASSSEEMBLY
i
y
HOUDIM
1 CROSSROADS
-8.r -- -- -J?r, ;, ---------- 8.- ---------------
_ _
ASPH&T
?- ROADWAY --
ti - --
„
------ t ---------------- --------------- ----
?
I ?4 I'y [WATER
0 LF 8"0 DUCTILE IRON
AIN (OPEN CUT) l
?./ (SR M) M
WATER MAIN UNDER EX. 24"*
y ??( ?; IN 24" MINIMUM
Hoidens Crossrol
y
f10N NOTES SYMBOL AND
DETAIL SHEET.

QREEN ENCMNEERINQ
fi?M WABTL'WATM BURVEYM PLANNlQ PROJECT MANAGE ENr
000 K OoLasoom sr. PAX 8= 000 W LAM KQ um
7M a=xV6eM FAX C= 949-740 oN911M.aIF904ernOOM
WILSON COUNTY - SOUTHEA:
PHASE - I WATER SYSTEM I
}? L
VMA
HYDRANT ASSEMBLY I \
I (SEE DETAIL) I
\
IWATER MAIN CROSSES CULVERT (SEE DETAIL ROADWAY WATER MAIN 5 OFF t
®I I
I I I I ® EDGE-OF-PAV'T TV
_ 6y 600 am I I (3 MIN. COVER)
- -® _ r 4/_? --_ _ --- ----- -- --- _ --_
WEBB LAKE ROAD (SR 1506) C
i i fI ® ® \
-I No• Zo \
1P, ;
I
1 - 8"x6" HYDRANT TEE
I 1 - 8" GATE VALVE
j 1 - HYDRANT ASSEMBLY__l
3B LAKE ROAD I
(SR 1506) 5'
;Z-- ---?-?- I I MIN.
6"w
----
I ---- - -
` ? I-rsr?
I
4411 1 +, i ' ' gor
r
m 11 r `, I

SYMBOL AND
EET.

36 LF OF 6"0 DUCTILE IRON \.
WATER MAIN AROUND EX. 42"0
\
PLASTIC PIPE (MAINTAIN 2- MINIMUM
COVER OVER PIPE IN STREAM) \
WEBB LAKE ROAD
(SR 1506)
--------------
'- - -f a ASPHALT
-- -
----- I I

prrAJL
\
0
,cc
mo,
O?
m

GREEN ENQINEERINQ I WILSON C%C)(1NTY - R01 n't4F= A CT MIC
WATER, SUFNEYINQ PLANt*n PROJECT UANAC6=UFNT
\ 58
\ 1, 1 - 8x6' HYDRANT TEE
\ 8"0 I I p ? 1- 61, GATE VALVE
i 1 - HYDRANT ASSEMBLY
f 5 OFF ?`- WATER MAIN CROSSES
IAVT ) TYP \ I i , I (SEE DETTER MAIN SWAMP (SEES DETAIL)
?
_-_® 600 - ' soon. ---_ =}------ -- = _ _ ----_ _ --- -------------
-
I /
t--

/ y/ •

? r

,- - --- _-_--_--
? Z F571
1

i U
I
"r
wo
gal
O ?
m I
?5408
i
36 LF 8"0 DUCTILE IRON
WATER MAIN W/REMMNED
JOINT AND 72 LF 8"0 DUCTILE
wk Z1) LF 8"0 DUCTILE IRON IRON WATER MAIN AROUND
3 TER MAIN (OPEN CU1) BRIDGE (MAINTAIN 2- MINIMUM
COVER OVER PIPE IN STREAM)
WEBB LAKE ROAD
s" (SR 1506) . .. .. .. "

? -- -
-
%
6"o
1 - 8"x8" TEE
1 - 8"x6" REDUCER
2 - 8" GATE VALVES
-----------------
'r
/ yI BANK STABILIZATIOP
/ I SEE DETAIL
r (SHEET DS2 OF 7)
5-
r MIN. 810
rA?WAI
:B?MDCG;E
4--
45N nErAjL
0 so 100 100 -PLAN 9CALE 400
15 30 00 -MAL SCALE- 120
Mom DAZE Qf DARB HOV? 1001
WALE
!EAST DISTRICT WEBB LANCE ROAD (BR `1508)
A= m
M
:M EXTENSIONS n1 BAKERT°W" ROAD (sR*'O) P
sir mm % at 63
'RAM'
I - 8-x8- HYDRANT TEE
8'/ 1 - 8" GATE VALVE
_ _ _
1 - - HYDRANT ASSEMBLY
i !
i .
i
G=
WATER MAIN CROSSES
O SWAMP (SEE DETAIL)
;v.
?-?- 8-f
OAD? ® t3oe?b (SR u'"14
1
1
SEE DETAIL SIAMLIZATION
(SHEET DS2 OF 7)
R,
o
N
90 LF 8-I DUCTILE IRON PIPE W/RESTRAINED
JOINT AND 72 LF 8-0 DUCTILE IRON WATER
MAIN THROUGH SWAMP (MAINTAIN 2- MINIMUM
COVER OVER PIPE IN STREAM)
r
-L? gAQs
ISTRUCTION NOTES. SYMBOL AND
END SEE DETAIL SHEET.
?,, -yam
HOA0
? X14)
` 8•?

GREEN ENGINEERING WILSON COUNTY - SOUTH
wASrEwAier#, etWvE? PI-ANN?xa< ?cr MAN??c?xr
W& CM 2V-MW FIAX OM 20-74M CM= eammmom
°°° it °°` "°M"° °O' 'm "°° '"L°M "a m°°° PHASE - I WATER SYSTE
J

12X0" YDRANT TEE 12- GATE VALVE
F
ASING 6- GATE VALVE 16
TAIL) l-
HYDRANT ASSEMBLY \ .

EVANSDALE ROAD (SR 1622)
12 *0

0
.722
WATER MAIN CROSSES
DRAIN PIPE (SEE DETAIL)

I
I
1
12.0
I
I
I
1
60 LF 2400 STEEL CASING
IRON CARRIER-PIPE??
(BORE AND JACK)
FJOAO
12.0
12'0-
72 LF 12.0 DUCTILE IRON PIPE W/
RESTRAINED JOINT AND 144 LF OF 12.0
DUCTILE IRON WATER MAIN UNDER EX. 54'0
CMP (MAINTAIN 24- MINIMUM SEPARATimi
DETAIL
0 a, so woo AMOWLE6 4W
OCALLN- no
.Y STORE ROAD
(SR 1542)

ER MAIN 5 OFF ?
ER MAIN V'T FF
MIN. COVER)
1 - 120x6` HYDRANT TEE
' 1 - 6' GATE VALVE
si
12'0
WATER MAIN CRn4.q
SWAMP (SEE DETAIL)
5 72 LF 12"0 DUCTILE IRON PIPE W/RESTRAINED JOINT
AND 144 LF OF 1200 DUCTILE IRON WATER MAIN
AROUND BRIDGE AND UNDER SWAMP (MAINTAIN 2'
MINIMUM COVER OVER PIPE IN STREAM)
- s
i
12'0 ___ -- -- ?- - _- _- _
12-0
_ _ ?- - ASPHALT ROADWAY

0
12"0
120
?l
® !

,J
n`-
12"0 DIRECTIONAL BORE
500 HORIZONTAL FEET)
MAINTAIN 2' MINIMUM COVER
OVER PIPE IN STREAM)

12 *0
- - - - ----------------' --------
- ----------
go - - - - - -
---------- ---
ro ASPHALT RDu1DWAY BRIDGE _ o ASPHALT ROADWAY
A 264
- - - - - - ---------
-- --
?-------------- - = = =- - - _ - - - - - - - ALT
DETAIL E 7
1 - Ts?PGAA7 " TIV 1 - ATE LVE
1 - E E
T79BEG%l'
LP
12
F 12"0 STEEL CASING - - 600 ER PIPE (ARE AND JACK) ?'
1 - 12"x6" TEE
1 - 12" GATE VALVE
1 - 6' GATE vu yr
12"0
m _
m
I ' T Ia°"f
Emn DETAIL
-"-WnON NOTES. SYMBOL AND
END SEE DETAIL SHEET.
- 12"0
12"0
A
- LT

e>ft/m-? 40 LF 12"0
W/54 LF 4"0(BORE AANND?
4"f GD, DETAIL
c*rTCEIV ENQINEERINQ
WASTEWATM OLFNEYM PLAN N4 PnojEcrlIAewer=.= rr Wil qnm r%tmm IAITV
7-
12000 / ? I ? I I I
HYDRANT TEE i
• 1 - 12 GATE VALVE i I
I I
Ow GALVE
et / 1 - HYDRANT VA ASSEMBLY
i I I
N
12w0 `3E?-o?+r AVS,r ®
/ I ®° I
71yp
?? - COVER ' I
25
- --_'_ _----- ----- - -------I- - -
_ : _ _ --_- _ _----- - - - - - - - - - - - - - - - - - ------------------
Eii
4 I
1
WATER MAIN CROSSES ROADWAY
CULVER
11'0 T (SEE DETAIL)
ST?'E`A1 K1 cRo551t?-
0 "ZJ CO
18 LF OF 1200 DUCTILE IRON WATER I
WATER MAIN AROUND EX. 3600 2400 RC
RCP (MAINTAIN 2' MINIMUM MINIMUM
COVER OVER PIPE IN DITCH)
CI
5-
MIN.
1200 120/ - - - - - -
- -------- (--- ------
ASPHALT ROADWA - - - A- -
------ i -- SPHAL T ROADWAY
-
----- ---------- ?S
J ( e --
GRIMSLY STORE
WATER MAIN UNDER
1500 RCP (MAINTAIN
MINIMUM SEPARATION;
V
f
LEGEND SEE N SYMBOL AND
Al CIREEN ENQINEERINQ w" ?'r1AI ^^' lAn'v - ^' f
WATM WASTEWA7M GURVEYM PLANNIN t PRO.IECT uewe?.c..r
%*jo aI 11 nniuum .ltd IV{,71 w.( ?_I ?•vr.?--?? vv??

8'0
------'1-L -- ---------- --- _------
8'0 WATER MAIN AND
1t Midde MAKE CONNECTION. WATER MAIN UNI
24' k
Spelgk School 5- orce Main Pump ? (MAINTAIN MIN. OW STAWONSBURG
F
ROAD (SR 1602)
--- -------------- -------- $
-- -----=--- --------
ASPFiAL7_ROADWAY
---- --------- ---/?r-- ------- -- ------ ------------
38 LF OF 8'0 DUCTILE IRON WATER
MAIN AROUND EX. TWIN 30'0 RCP
(MAINTAIN 2- MIN. COVER OVER
PIPE IN STREAM)
/A\ DFTAIL
°J ,o
DETAIL SSHEEEr. AND
GREEN ENQINEERINQ
No. Z
WATER MAIN CROSSES ROADWAY
/ `. CULVERT (SEE DEVIL)
---------------
® F=-L
--------------------- --------------
T am WATER MAIN W &F
EDGE-OF-PAV'T TYF
DRANT TEE (3' MIN. COVER)
ALVE VALVE
?I ._.1
ASSEMBLY
1 _ 12"x8" HYDRANT TEE
1 8" GATE VALVE
_ _ _ _ _ I 1 -HYDRANT ASSEMBLY
O/
vre -0
JP-
? y
a r?
------ - --------
ASPHALT ROADWAY ?(y 58
------ - ----
12"0
12"0

I WATER MAIN UNDER EX. 30"0 I
RCP (MAINTAIN 24" MINIMUM
SEPARATION)
D
t-AN DETAIL
% ENQINEERINQ WILSON COUNTY - SOUTHEAST DISTRICT
?n4cat PI.Ar?x>< ?cr MANA?c?r
"' Pm box we VAAW FlQ PHASE - I WATER SYSTEM EXTENSIONc
X CM 20-740 CrR=40F?B?00M

? G.'S1
ED ? moo. Z9
- - - - -_ -_ - _ =_--_-----_ ------- _------- ---------------------------------

/? I
1 - 12`X8" HYDRANT TEE / .
1 - 8- GATE VALVE I
li - HYDRANT ASSEM8LY / n

EDGE-OF-PAV'T TYP
(3- MIN. OVER)
/

=P"".r Ro'Ay '
58
1.2-I
DER EX. ? - - ?
AINIMUM .

12-?
5'
MIN.
?- 12-*
WATER MAIN C
24-/ RCP (W
OVER PIPE IN
ARN DETAIL
~CEMENT WILSON COUNTY - SOUTHEAST DISTRICT
Inc= KQ MCN-WAY
PHASE - I WATER SYSTEM EXTENSIONS
AT SteMcneb
PROJECT NARRATIVE
STREAM CROSSING SUMMARY
WILSON COUNTY SOUTHEAST WATER DISTRICT
WATER QUALITY EXTENSIONS
WILSON COUNTY, NORTH CAROLINA
Proiect Description 8 ? 1 15
The scope of this project is water main extensions to provide potable water to
existing residents of the Wilson County Southeast Water District. The project will
include construction of approximately 114,140 LF of 12"+ water main, 129,120 LF of
8"+ water main, 202,640 LF of 6"+ water main, 2,140 LF of 4"+ water main and 8,560
LF of 2"+ water main with appurtenances. In addition, two (2) 250,000 gallon elevated
water storage tanks and one (1) booster pumping station are proposed.
Funding for the project will come from U.S. Rural Development and State Clean
Water Grant No. 0736 as well as county sources.
All water main will be constructed entirely within the Rights-of-Way of NCDOT
roadways. The total project area is approximately 105 acres.
Stream Crossing Locations
There are twenty-eight (28) intermittent and perennial stream crossing locations
on this project. The streams to be crossed are tributary to White Swamp, Cattail Branch,
Town Creek, Buck Branch, White Oak Swamp, Mill Branch and Toisnot Swamp, all
draining into the Neuse River Basin.
Stream Crossing #1- White Swamp
Stream Crossing No. 1 is by 8" ? restrained joint ductile iron water main crossing
around wingwalls of existing culvert within the U.S. Highway 3.01 Right of Way. A
minimum of 3.0' cover will be maintained beneath the streambed throughout the
crossing.
Location Coordinates: Latitude 35'45'36", Longitude 77'51'37"
HAWO E96058AE96oss-sue mcrouingnuaoc Page 1 MOM asarM

Stream Crossing 92 - White Swamp
Stream Crossing No. 2 is by 8" ? restrained joint ductile iron water main crossing
around existing 601'? and 7211? Culverts on SR 1427 (Matthews Road) Right of Way. A
minimum of 3.0' cover will be maintained beneath the streambed throughout the
crossmg.
Location Coordinates: Latitude 35'45'26", Longitude 77° 49' 39"
Stream Crossing #3 - Cattail Branch
Stream Crossing No. 3 is by 6"+ restrained joint ductile iron water main crossing
around existing twin 84"+ CMP's on SR 1428 (Weaver Road) Right of Way. A
minimum of 3.0' cover will be maintained beneath the streambed throughout the
crossing.
Location Coordinates: Latitude 35° 45' 29" , Longitude 77° 48' 25"
Stream Crossing #4 - White Swamp
Stream Crossing No. 4 is by 6" ? restrained joint ductile iron water main crossing
around wingwalls of existing bridge on SR 1424 (Cattail Road) Right of Way. A
minimum of 3.0' cover will be maintained beneath the streambed throughout the
crossing.
Location Coordinates: Latitude 35° 45' 54", Longitude 77° 48' 06"
Stream Crossing #5
Stream Crossing No. 5 is by 6"0 restrained joint ductile iron water main crossing
around wingwalls of existing bridge on SR 1428 (Weaver Road) Right of Way. A
minimum of 3.0' cover will be maintained beneath the streambed throughout the
crossing.
Location Coordinates: Latitude 35'45'41", Longitude 77'46'49"
Stream Crossing #6
Stream Crossing No. 6 is by 12" ? ductile iron water main crossing around
wingwalls of existing 48"x48" box culvert on N.C. Highway 42 Right of Way. A
minimum of 3.0' cover will be maintained beneath the streambed throughout the
crossing.
Location Coordinates: Latitude 35° 44' 44" , Longitude 77° 46' 40"
Stream Crossing #7
Stream Crossing No. 7 is by 12" ? ductile iron water main crossing around
wingwalls of existing 48"x48" box culvert on N.C. Highway 42 Right of Way. A
minimum of 3.0' cover will be maintained beneath the streambed throughout the
crossing.
Location Coordinates: Latitude 35'44'47", Longitude 77'46'31"
HAW096TE96058.1\E96-059-shewcrossing nacda Page2 IMS/01 426PM
Stream Crossing #15 - Buck Branch
Stream Crossing No. 15 is by 8" ? ductile iron water main crossing around
existing twin 42" ? RCP's on U.S. Highway 264 Alt. Right of Way. A minimum of 3.0'
cover will be maintained beneath the streambed throughout the crossing.
Location Coordinates: Latitude 35° 41' 44" , Longitude 77° 49' 35"
Stream Crossing #16
Stream Crossing No. 16 is by 8"0 restrained joint ductile iron water main crossing
around existing twin 72"0 CC'P's on SR 1514 (Hoidens Crossroads Road) Right of Way.
A minimum of 3.0' cover will be maintained beneath the streambed throughout the
crossing.
Location Coordinates: Latitude 35'42'01", Longitude 77"48'51"
Stream Crossing #17
Stream Crossing No. 17 is by 6" ? ductile iron water main crossing around
existing 60" ? CMP on SR 1505 (Carter Road) Right of Way. A minimum of 3.0' cover
will be maintained beneath the streambed throughout the crossing.
Location Coordinates: Latitude 35° 43' 11" , Longitude 77° 47' 44"
Stream Crossing #18 - Mill Branch
Stream Crossing No. 18 is by 6" ? ductile iron water main crossing around
existing 72"+ RCP on SR 1506 (Webb Lake Road) Right of Way. A minimum of 3.0'
cover will be maintained beneath the streambed throughout the crossing.
Location Coordinates: Latitude 35'43'31", Longitude 77° 47' 43"
Stream Crossing #19 - Mill Branch
Stream Crossing No. 19 is by 8"? restrained joint ductile iron water main crossing
around existing twin 84"0 culverts on SR 1514 (Holden Crossroads Road) Right of
Way. A minimum of 3.0' cover will be maintained beneath the streambed throughout the
crossing.
Location Coordinates: Latitude 35° 42' 25" , Longitude 77° 47' 14"
Stream Crossing #20
Stream Crossing No. 20 is by 6" ? ductile iron water main crossing around
existing 42"+ plastic drainage pipe on SR 1506 (Webb Lake Road) Right of Way. A
minimum of 3.0' cover will be maintained beneath the streambed throughout the
crossing.
Location Coordinates: Latitude 35° 43' 19" , Longitude 77° 45' 17"
HAWOMe96059.IT96-05ga..aa Page4 W05/01 4:26 PM