20030795 Ver 1_COMPLETE FILE_20030627

F Michael F. Easley, Governor
?OF VdATF9 William G. Ross Jr., Secretary
?G North Carolina Department of Environment and Natural Resources
O
Alan W. Klimek, P.E., Director
-I Division of Water Quality
O Y Coleen H. Sullins, Deputy Director
Division of Water Quality
July 3, 2003
Duplin County
DWQ Project #: 03-0795
Chinquapin Water Association, Inc.
Post Office Box 10
Chinquapin, NC 28521
Subject Property: 2001 RD Water System Improvements
No Written Concurrence Needed
To Whom It May Concern:
You have our approval, in accordance with the attached conditions, for the purpose of waterline
improvements as you described in your application dated June 10, 2003. After reviewing your
application, we have decided this fill is below the threshold for written authorization as long as all
conditions of General Water Quality Certification Number 3374 are met, which may be viewed on our
website at http://h2o.enr.state.nc.us/ncwetlands.
This approval is only valid for the purpose and design that you described in your application except as
modified below. If you change your project, you must notify us and you may be required to send us a
new application. If the property is sold, the new owner must be given a copy of this Certification and
approval letter and is thereby responsible for complying with all conditions. If total wetland fills for
this project (now or in the future) exceed one acre, compensatory mitigation may be required as
described in 15A NCAC 21-1.0506 (h) (6) and (7). This approval shall expire when the corresponding
Nationwide Permit expires or as otherwise provided in the General Certification. For this approval to
be valid, you must follow the conditions listed in the attached certification and any additional
conditions listed below.
Conditions of Certification:
1. Upon completion of the project, the applicant shall complete and return the enclosed
"Certification of Completion Form, to notify DWQ that all the work included in the 401
Certification has been completed. The responsible party shall complete the attached form and
return it to the 401/Wetlands Unit of the Division of Water Quality.
Violations of any condition herein set forth may result in revocation of this Certification and may result
in criminal and/or civil penalties. This Certification shall become null and void unless the above
conditions are made conditions of the Federal 404 and/or coastal Area Management Act Permit.

N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetiands
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing.
You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written
petition, which conforms to Chapter 150B of the North Carolina General Statutes to the Office of
Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its
conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone John Dorney at 919-733-1786.
Sincerely,
JRD/bs
Attachments
cc: Corps of Engineers Wilmington Field Office
Wilmington DWQ Regional Office
File copy
Central Files
'.E. irector
McDavid Associates, Inc, P 0 Drawer 49, Farmville, NC 27828
of,
INC. Engineers ^ners • Land Surveyors
CORPORATE OFFICE GOLDSBORO OFFICE
[phone] • Fax [phone] [phone] • Fax [phone]
120 N. Main Street • P.O. Drawer 49 109 E. Walnut Street • P.O. Box 1776
Farmville, NC 27828 ee.! G oldsboro, NC 27533
June 25, 2003 A
McDAVID ASSOCIATES, INC.
WETIAH?IDSlgA1(,?,Ip
NC Department of Environment
and Natural Resources
Division of Water Quality
401/Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
ATTN: John Dorney
JUN z 7 2003
SIL.v?M?

SUBJECT: Nationwide Permit Request
Contract No. 1 - Water Distribution
2001 RD Water System Improvements
Chinquapin Water Association, Inc.
Duplin County
Dear Mr. Dorney:
In reference to the subject project, please find enclosed the following:
One (1) set of plans consisting of fifty-one (51) pages dated April 24, 2003 (MAI C-
929 Pink) which shows Ditch and Creek Crossings on the following pages: 10-12,
14, 16-17, 26-27, 29, 33, 35-37, 41, 43-45.

2. One (1) set of the following plan excerpts:
a. Standard Drawings SD 044011, SD 044012, SD 044020, SD 044031, SD
044032, and SD 044040 which shows a typical Ditch Crossing or Creek
Crossing, plan and section views.
b. Standard Drawings SD 070010 and SD 070020 which shows erosion and
sedimentation control measures for a typical Ditch Crossing or Creek
Crossing, plan and section views.
3. Seven (7) copies of permit application forms executed by the Owner.
4. Copy of letter to US Army Corps of Engineers.
Water lines constructed across creeks shall have minimum bury depth of 6 feet. We are not
aware of any wetlands that will be affected by this project.
D405J W M03
CWA-0I-RD-WSI-DWQ-401-CERT-PERMIT-REQ.LTR;3
4:14pm
030625
Please find enclosed MAI Check No. 17588 in the amount of $200.00 for Nationwide DWQ
401 Permit. Request DWQ 401 Permit or permit waiver at your earliest convenience.
Please advise if I may further assist.
Sincerely,
McDAVID ASSOCIATES, INC.
Joseph W. McKeme E.
Farmville Office
JWM:lba
Enclosures
cc: Jim Riley (w/permit form)
Kay Evans
Glen Mobley
D405JWM03
C WA-01-RD-WS I-D WQ-401-CERT-PERMIT-REQ. LTR; 3
M inc. -??pm
030625
WETLANDS1401 GRQU?
JUN '/, ;i 1OU3
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Pre-Construction 11ification (PCl) 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
httl2://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/reptour.ht , or contact one of the field
offices listed on page 3 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 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 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 page 4 of this application) prior to submittal of the application.
Page 1 of 12
Coastal Area Management Act (CAMA) Coordination - If the project occurs in any of North Carolina's
twenty coastal counties (listed on page 4) the applicant should contact the North Carolina Division of
Coastal Management (DCM). DCM will determine whether or not the project is within a designated
Area of Environmental Concern, in which case DCM will act as the lead permitting agency. In such
cases, DCM will require a CAMA Permit and will coordinate the 404/401 Permits.
The applicant may also choose to coordinate with the United States Fish and Wildlife Service to ensure
that the proposed project will have no impact upon any endangered or threatened species or critical
habitat as regulated by the Endangered Species Act, and the State Historic Preservation Office, North
Carolina Department of Cultural Resources to ensure that the proposed project will have no impact upon
any properties listed or eligible for listing on the National Register of Historic Places. Compliance with
these regulations is required to be eligible for any Department of the Army permit. The addresses for
both agencies are listed on page 3 of this application.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office. 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/nwpfinalFedReg.12df. 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 Butler 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/ncwetiands/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.
Page 2 of 12
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Caldwell Haywood McDowell Swain
US Army Corps of Engineers Alleghany Catawba Henderson Mecklenburg Transylvania
151 Patton Avenue Ashe Cherokee Iredell Mitchell Union
Room 208 Avery Clay Jackson Polk Watauga
Asheville, NC 28801-5006 Buncombe Cleveland Lincoln Rowan Yancey
Telephone: [phone] Burke Gaston Macon Rutherford
Fax: [phone] Caba rus Graham Madison Stanley
Raleigh Regulatory Field Office Alamance Franklin Nash Surry
US Army Corps Of Engineers Caswell Forsyth Northampton Vance
6508 Falls of the Neuse Road Chatham Granville Orange Wake
Suite 120 Davidson Guilford Person Warren
Raleigh, NC 27615 Davie Halifax Randolph Wilkes
Telephone: [phone] Durham Johnston Rockingham Wilson
Fax: [phone] Edgecombe Lee Stokes Yadkin
Washington Regulatory Field Office Beaufort CwTituck Jones Pitt
US Army Corps Of Engineers Bertie Dare Lenoir Tyrrell
Post Office Box 1000 Camden Gates Martin Washington
Washington, NC 27889-1000 Carteret* Green Pamlico Wayne
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans *Croatan National Forest Only
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
North Carolina State Agencies
Division of Water Quality Division of Water Quality
401 Wetlands Unit Wetlands Restoration Program
1650 Mail Service Center 1619 Mail Service Center
Raleigh, NC 27699-1650 Raleigh, NC 27699-1619
Telephone: [phone] Telephone: [phone]
Fax: [phone] Fax: [phone]
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 27699-4617
Telephone: [phone]
Fax: [phone]
US Fish and Wildlife Service / National Marine Fisheries Service
US Fish and Wildlife Service US Fish and Wildlife Service National Marine Fisheries Service
Raleigh Field Office Asheville Field Office Habitat Conservation Division
Post Office Box 33726 160 Zillicoa Street Pivers Island
Raleigh, NC 27636-3726 Asheville, NC 28801 Beaufort, NC 28516
Telephone: [phone] Telephone: [phone] Telephone: [phone]
Page 3 of 12
CAMA and NC Coastal Counties
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 Sung
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
APPLICATION FORM BEGINS ON PAGE 5. PLEASE DO NOT SUBMIT PAGES 1- 4.
Page 4 of 12
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
?x Section 404 Permit ? Riparian or Watershed Buffer Rules
?x Section 10 Permit ? Isolated Wetland Permit from DWQ
?Q 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: nationwide
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
H. Applicant Information
1. Owner/Applicant Information
Name: Chinquapin Water Association, Inc.
Mailing Address: P.O. Box 10
('hin ?t?= in ? N(' 28521
Telephone Number: (9101 285-2478 Fax Number: (91o_) 285-6o5i
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: N/A
Company Affiliation:
Mailing Address:
Telephone Number: Fax Number:
E-mail Address:
Page 5 of 12
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: 2001 RD Water System Improvements
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN):
4. Location
County: nuni in Nearest Town: Chi*+cpia=ia
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): see attached
5. Site coordinates, if available (UTM or Lat/Long):
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres):
7. Nearest body of water (stream/river/sound/ocean/lake):
8. River Basin: Cape Fear
(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/mus/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: DOT Rights-of way, woodlands and agricultural
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
Tnstallatinn of water lines to provide water c11Tr13V to rVral resiciPTtS
11. Explain the purpose of the proposed work: creek crossings wil i be perform a by
horizontal directional drilling.
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 1D. 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 future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
VL 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.
Page 7 of 12
1. Provide a written description of the proposed impacts: No impacts from directional
boring Boring from high ground to high ground- All creeks will h rrnc.qod
1m; directional bnring All ntber water lines will be Inuiled app?-nximat"y
5 feet from edge of road.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
es/no Distance to
Nearest Stream
linear feet
Type of Wetland***
N/A
N/A
N/A
N/A
N/A
FN/A
' 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 h2R:/1www.fema.gov.
•** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property:
Total area of wetland impact proposed:
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
indicate on ma)
Type of Impact* Length of
Impact
linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
lease specify)
N/A
N/A
N/A
N/A
N/A
N/A
List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associates np-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net losstgain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included
Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site:
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
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
-
N/A
N/A
-
N/A
N/A
' List each impact separately and identify temporary impacts. Impacts include, but are not limited to: rill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
if construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): 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.
N/A
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 9 of 12
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/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreagellinear 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
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/vLrp/l*ndex.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):
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):
Page 10 of 12
lX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ® No ?
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 (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Suppl Buffer Requirements), or other (please identify V
Yes No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone*
(scp= fed) Impact
Multiplier
Ran. Required
1 3
2 1.5
Total
Zone 1 eadands out 30 feet papendicular from near bank of manna; Gone c cxtewa ,ur,
additional 20 feet from the edge of Zone 1.
Page 11 of 12
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 (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
N/A
XH. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
N/A
XM. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No X?
Is this an after-the-fact permit application?
Yes ? No ?x
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).
-10-03
/Applicant/AO nt's Signature Date
(Agent's signature i alid only if an authorization letter from the applicant is provided.)
Jim Riley
President, Board of Directors
Chinquapin water Association, Inc.; Page 12 of 12
SUMMARY OF CONSTRUCTION
CONTRACT NO. 1 - WATER DISTRIBUTION
2001 RD WATER SYSTEM IMPROVEMENTS
CHINQUAPIN WATER ASSOCIATION, INC.
ROA DS STATION
ROAD FROM TO FROM TO LENGTH DIAMETER TYPE
Steadman Pickett L NCSR 1818 END 0+00 6+08 608 2" PVC SDR 21, 200 PSI
S Ivanus Lane NCSR 1965 END 0+00 4+10 410 2" PVC SDR 21, 200 PSI
TOTAL 2" 1,018

ARABIAN CR NCSR 1832 END 0+00 10+16 1 016 4" PVC SDR 21, 200 PSI
Hunter Road NCSR 1821 END 0+00 6+32 632 4" PVC SDR 21, 200 PSI
Lynwood Savage Ln NCSR 1965 END 0+00 12+48 1,248 4" PVC SDR 21, 200 PSI
NCSR 1802 NC 41/111 END 0+00 16+50 1,650 4" PVC SDR 21, 200 PSI
NCSR 1820 NC HWY 50 NCSR 1819 0+00 39+00 3,900 4" PVC SDR 21, 200 PSI
NCSR 1821 NC HWY 111 END 0+00 38+32 3,832 4" PVC SDR 21, 200 PSI
NCSR 1936 NCSR 1800 END 0+00 24+20 2,420 4" PVC SDR 21, 200 PSI
NCSR 1963 NCSR 1961 NCSR 1961 0+00 48+62 4,862 4" PVC SDR 21, 200 PSI
NCSR 1972 NC HWY 50 NC HWY 50 0+00 69+84 6,984 4" PVC SDR 21, 200 PSI
NCSR 1973 NCSR 1974 END 0+00 23+40 2,340 4" PVC SDR 21, 200 PSI
NCSR 1978 NC HWY 50 END 0+00 24+40 2,440 4" PVC SDR 21, 200 PSI
NCSR 1984 NCSR 1967 END 0+00 25+08 22,550088 4" PVC SDR 21, 200 PSI
NCSR 2030 NCSR 1967 END 0+00 9+84 984 4" PVC SDR 21, 200 PSI
TOTAL 4" 34,816

NC 41/111 NCSR 1802 END OF LINE 0+00 1+50 150 6" PVC SDR 21, 200 PSI
NCSR 1801 NCSR 1835 EX WATER 0+00 101+38 10,138 6" PVC SDR 21, 200 PSI
NCSR 1802 NCSR 1800 NCSR 1804 0+00 48+56 4,856 6" PVC SDR 21, 200 PSI
NCSR 1802 NCSR 1800 NCSR 1813 0+00 39+12 3,912 6" PVC SDR 21, 200 PSI
NCSR 1802 NCSR 1813 NC 41/111 0+00 114+60 11,460 6" PVC SDR 21, 200 PSI
NCSR 1811 NCSR 1715 NCSR 1810 0+00 66+44 6,644 6" PVC SDR 21, 200 PSI
NCSR 1813 NCSR 1802 NC 41/111 0+00 32+36 3,236 6" PVC SDR 21, 200 PSI
NCSR 1814 NCSR 1802 NCSR 1800 0+00 59+70 5,970 6" PVC SDR 21, 200 PSI
NCSR 1815 NCSR 1816 NCSR 1801 0+00 65+92 6,592 6" PVC SDR 21, 200 PSI
NCSR 1816 NC HWY 50 NCSR 1828 0+00 40+48 4,o48 6" PVC SDR 21, 200 PSI
NCSR 1816 NCSR 1828 NCSR 1715 0+00 61+16 6,116 6" PVC SDR 21, 200 PSI
NCSR 1816 NCSR 1715 EX WATER 0+00 33+12 3 312 6" PVC SDR 21, 200 PSI
NCSR 1816 EX WATER EX WATER 0+00 25+24 2,524 6" PVC SDR 21, 200 PSI
NCSR 1818 NCSR 1819 NCSR 1816 0+00 62+64 6,264 6" PVC SDR 21, 200 PSI
NCSR 1823 NCSR 1715 NCSR 1715 0+00 46+76 4,676 6" PVC SDR 21, 200 PSI
NCSR 1826 NCSR 1827 COUNTY LN 1+78 182+50 18,072 6" PVC SDR 21, 200 PSI
NCSR 1828 EX WATER EX WATER 20+22 69+52 4,930 6" PVC SDR 21, 200 PSI
NCSR 1833 NC 41/111 NCSR 1802 0+00 29+64 2,964 6" PVC SDR 21,200 PSI
NCSR 1852 NC 41/111 NCSR 1802 0+00 18+64 1,864 6" PVC SDR 21, 200 PSI
NCSR 1965 NCSR 1964 EX WATER 1+00 48+80 4,780 6" PVC SDR 21, 200 PSI
NCSR 1968 NCSR 1964 END 0+00 74+20 7,420 6" PVC SDR 21, 200 PSI
NCSR 1971 NC HWY 50 NC HWY 50 0+00 81+56 8 156 6" PVC SDR 21, 200 PSI
TOTAL 6" 128,084

NCSR 1817 NCSR 1801 NCSR 1715 0+00 125+72 12,572 8" PVC SDR 21, 200 PSI
NCSR 1970 NCSR 1827 NC HWY 50 0+00 175+76 17,576 8" PVC SDR 21, 200 PSI
TOTAL 8" 30,148

TOTAL 194,066
W:\D1012_gen_excelUwm\Cwa\TAKEOFFBYROAD.xis Page 1 of 1 Pages 3:09 PM 6/11/03
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TYPICAL DITCH CROSSING FOR WATER LINES
4 INCHES IN DIAMETER INSTALLED BY OPEN CUT
SECTION VIEW
20000803
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R/W
WATER LINE
BRIDGE OR CULVERT(S)
RAW PLAN VIEW
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6" INCHES
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CLASS B CONCRETE
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TRANSMISSIVITY
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SD044040
CORPS OF ENGINEERS NATIONWIDE PERMIT NUMBER 12 REQUIREMENTS
1. AN ANTI-SEEP COLLAR SHALL BE PLACED AT THE DOWNSTREAM (UTILITY LINE GRADIENT) WETLAND BOUNDARY
AND EVERY 150 FEET UP THE GRADIENT UNTIL THE UTILITY EXITS THE WETLAND FOR BURIED UTILITY LINES.
2. WETLAND CROSSINGS THAT ARE DIRECTIONALLY DRILLED, AND PERPENDICULAR WETLAND CROSSINGS THAT ARE
OPEN CUT AND LESS THAN 150 FEET LONG DO NOT REQUIRE ANTI-SEEP COLLARS.
3. CLASS B CONCRETE SHALL MEET THE FOLLOWING REQUIREMENTS:
A. MINIMUM CEMENT CONTENT, SACKS
PER CUBIC YARD WITH ROUNDED
COARSE AGGREGATE 5.0
B. MINIMUM CEMENT CONTENT, SACKS
PER CUBIC YARD WITH ANGULAR
COARSE AGGREGATE 5.5
C. MAXIMUM WATER-CEMENT RATIO
GALLONS PER SACK 6.8
D. SLUMP RANGE 2 " TO 4"
E. MINIMUM STRENGTH - 28 DAY PSI 2,500
ANTI-SEEP COLLAR FOR WATER LINES
INRTAI I Eft RY C)PEN rl IT ACROSS WETLANDS
-UTILITY LINE
(DIAMETER VARIES)
ANTI-SEEP COLLAR
CLASS B CONCRETE
OR COMPACTED CLAY
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NOT TO EXCEED
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SILT FENCE
CLASS I RIP-RAP
DITCH, CREEK
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SECTION VIEW
CLASS I RIP-RAP
4' MINIMUM
SD070010
MINIMUM ACCEPTABLE
RIP-RAP DEPTH TO BE
1 1/2 TIMES MAXIMUM
LARGEST STONE SIZE.
FILTER FABRIC TO BE PLACED
UNDER ALL RIP-RAP.
THE CONTRACTOR AT A MINIMUM SHALL INSTALL AND MAINTAIN
THE FOLLOWING SEDIMENTATION AND EROSION CONTROL MEASURE AT ALL
DITCH, CREEK AND RIVER CROSSINGS:
1. ALL LAND DISTURBED AREAS ON THE BANKS AND APPROACHES
TO DITCH, CREEK OR RIVER CROSSINGS SHALL BE GRADED NOT
TO EXCEED 2:1 RATIO IF POSSIBLE. SURFACE WATER SHALL BE
DIVERTED FROM LAND DISTURBED AREAS IF POSSIBLE.
2. IN AREAS OF CONCENTRATED RUNOFF PREVENTATIVE MEASURES
TO INCLUDE BUT NOT LIMITED TO SILT FENCES, RIP-RAP, SLOPE
DRAINAGE, OR A COMBINATION THEREOF SHALL BE INSTALLED THE
SAME DAY CROSSINGS ARE CONSTRUCTED. SILT FENCES SHALL
BE INSTALLED ON THE LOW SIDE OR AT THE TOE OF ALL LAND
DISTURBED AREAS TO PREVENT SEDIMENTATION FROM ENTERING
THE WATERWAY.
3. ALL LAND DISTURBED AREAS ON THE BANKS AND APPROACHES
TO DITCH, STREAM OR CREEK CROSSINGS SHALL BE FERTILIZED,
LIMED, SEEDED AND MULCHED WITHIN TWENTY-FOUR (24) HOURS.
SILT FENCE
EROSION & SEDIMENTATION CONTROL FOR
DITCH. CREEK OR RIVER CROSSINGS INSTALLED BY OPEN CUT
LV VVVlL?
R/W - -- -
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. DIP TO HDPE -- -- J -- -
HDPE, SOR 9
PE3408 WATER LINE
SILT FENCE
TRANSITION REDUCER
--- HDPE TO DIP
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TRANSITION REDUCER
DIP TO HDPE
PLAN VIEW
EXISTING
GROUND
SURFACE
PVC WATER LINE
DIP, CLASS 350
+- WATER LINE
HDPE, SDR 9
PE3408 WATER LINE
HDPE TO BE INSTALLED UNDER CREEK OR
RIVER BY HORIZONTAL DIRECTIONAL DRILLING
SECTION VIEW
PVC WATER LINE
-DIP, CLASS 350
WATER LINE
EROSION & SEDIMENTATION CONTROL FOR CREEK OR RIVER CROSSING
WITH HDPE INSTALLED BY HORIZONTAL DIRECTIONAL DRILLING

TRANSITION REDUCER
HDPE TO DIP
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R/W n
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--?
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R/1" FehN VIEW
FiLE CAPY _
4- PVC, SDR 21, 200 PSI
WATER LINE
CREEK
OR
RIVER
4' MINIMUM
- PIPE SLEEVE, DI WITH
PVC TRANSITION GASKET
4- DIP, CLASS 350
RESTRAINED JOINT WATER LINE
SECTION VIEW RESTRAINED JOINT
TYPICAL CREEK OR RIVER CROSSING FOR WATER LINES
4 INCHES IN DIAMETER INSTALLED BY OPEN CUT
FLOW
1
L DRP
50IE DRIVE
M? 725'
NCSR 1801 LY
I 1 I
MAN ROAD
W ?
79.64 76440
T Z424
FARM PATH PROPOSED a/P P /P TEL
I EA 6" GATE VALVE 8 BOX
PROPOSED
I EA 6" GATE VALVE 8 BOX
PROPOSED
6" PVC, SDR 21. 200 PSI WATER LINE
5' MIN FROM EDGE OF ASPHALT ROAD
75.92
THREE TV 2 CUP DRAw r 2 a/c
WITH CONCRETE SANDBAG HEADWALLS
MAIL BOX
4200 LYMAN ROAD
50440
SOIL DRIVE
PROPOSED
360 LF CREEK CROSSING WITH 8" HDPE. IPS. SDR 9. 200 PSI WATER LINE INSTALLED
BY HORIZONTAL DIRECTIONAL DRILLING AND 6" DIP. CLASS 350. W WATER
LINE WITH GRIP RINGS INSTALLED BY OPEN CUT
el ?- Na.
-8" GATE VALVE B BOX
68' ? N
CSR 1802
9' EOA,
NCSR 1800 JACKSON STORE ROAD
B"Ex PvcINGWAU W
R/w
\R.,W\
/ATER LINE
'IN ROAD
O
E
THREE 60" CMP30432
DRAINS, 2 V2' s an
R/W
7 P/P
R/W GL \
00/ FLOW
3L•60 'W\
ORAVEZ. DRIVE
0
33.00
861 OLD CHNGUAPIN ROAD

PROPOSED
® 360 LF CREEK CROSSING WITH 8" HDPE. IPS, SDR 9, 200 PSI WATER LINE INSTALLED BY
HORIZONTAL DIRECTIONAL DRILLING AND 6" DIP, CLASS 350, W WATER
LINE WITH GRIP RINGS INSTALLED BY OPEN CUT
ALTERNATE
240 LF CREEK CROSSING WITH 6" DUCTILE IRON PIPE,
CLASS 350, BALL JOINT WATER LINE
WITH RIP RAP ON SLOPES
34480
854 OLD CHI MAPN ROAD
844 OLD CHBNOUAPN ROAD
PROPOSED
I EA 6" GATE VALVE 8 BOX
1
38.12
301L DRIVE PROPOSED
6" PVC. SDR 21. 200 PSI WATER LINE
ao a/w S? 4IDRVE 5'
M N FROM EDGE F ASPHALT ROAD
a4dI P/P
x4.20 TEL 15."3 MAX FARM vAn
• _ _ _ _ .. ?r vl q1?V
36438 3 4 4 Ill to - -
NCSR 1802 OLD CHINQUAPIN ROAD
)POSED
3VC. SDR 21. 200 PSI WATER LINE
POSED
? 6" GATE VALVE 8 BOX
PROPOSED
60 LF DITCH CROSSING WITH 6" DUCTILE IRON PIPE.
CLASS 350. BOI.TLESS RESTRAINED JOINT WATER LINE
WITH RIP RAP ON SLOPES
8.00
30' RCP DRAIN. 3 It G/C
1.76
18" RCP DRAIN. 7 2 G/C PROP
PROVIDE 6" P%
- RAP / GRAVEL FILTER 5' Mil
CHECK DAMS 60' R/w
7.66 sae 15.5' MAX
DIRT DRIVE DIRT DRIVE
- - 19' ASPHALT
'w
W _
iW --
FLOW
200 PSI WATEM LINE
5.92 -
1
8.00
18.28
6
6.
DIRT DRIVE 652 TEL
DIRT DRIVE
DIRT BRICK
DRIVE DRIVE
1
1 FLOW
1-1
7.06
136 HENRY DUNK PICKETT ROAD
NCSR 1802 OLD CHINQUAPIN ROAD
?? Nu, 1 f
PROPOSED
6" PVC, SDR 21. 200 PSI WAT
5' MIN FROM EDGE OF ASPHAL
PROPOSED
60 LF DITCH CROSSING WITH 6" DUCTILE IRON PIPE.
CLASS 350, BOLTLESS RESTRAINED JOINT WATER LINE
WITH RIP-RAP ON SLOPES
7.96
60' i CAP DRAIN. 8.2' 2 6/C
WRH CONCRETE BAG HEADWALLS
I FLOW
1
11.00
A. CRLWER/QALE WMS
1259 OLD CHINQUAPIN ROAD
9.28 1-1
BARN
i FLOW
9,32 10.40
DIRT DRIVE DIRT DRIVE
DI P-1
6.52
16 CONIC DRIVE
1
6.16
OLD CHINQUAPIN ROAD
10.68
WOODS PATH \
NCSR 1802 OLD CHINQUAPIN ROAD
10.84
3W CAP DRAIN. 3' 2 G/C
PROVIDE
RIP - RAP / GRAVEL FILTER
CHECK DAMS
16.72
1285 OLD CHINOUAF
12.36 10.84

VACANT
1287 OLD CHINQUAPIN ROAD
0
T a T
0
16.16
DIRT DRNE
15.60 V
TEL
14.52
19' ASPHALT DIRT DRIVE
11.76
15' CONC. DRIVE
41--
__w_
12.24
ROCK DRIVE
1-1
12.52
1264 OLD CHINQUAPIN ROAD
14.72
ROCK DRIVE
0
13.84
TOBACCO BARI
0
15.60
1278 OLD CHINOUAI
J? e ' kid. IL-
^`O ? Ir Nom SOR 9. BY ?OKTAL DIR CTIONA DRILLING
6? DIP, CLASS 3 0LINE . M INSTALLED
LINE WITH GRIP RRrKiS INSTALLED BY OPEAND N CUT
R:
10000
Two go'* CUP DRAB PY 6/c
" COCIETE SAO HEADWALLS
TE VALVE g BOX
15.5' MAX
/f
FLOW
1
100.04
I 1 ( / /ARM PATH
PROPOSED
1 EA 6" GATE VALVE g BOX
102.20
FARM PATH
SR 1802 OLD CHINQUAPIN ROA
103.04
FARM PATH
PROPOSED
6" PVC, SDR 21, 200 PSI WATER LINE
5' MIN FROM EDGE OF ASPHALT ROAD
19' ASPHALT
5?<e-? No. 17
PROPOSED
60 LF DITCH CROSSING WITH 4" DUCTILE IRON PIPE
CLASS 350, RESTRAINED JOINT WATER LINE
WITH RIP RAP ON SLOPES
23.16
48" CMP DRAM, 7 i G/C
I3.5B
FARM PATH
16.86
24" RCP DRAIN. I V7 ! G/C
PROVIDE
RIP - RAP / GRAVEL FILTER
CHECK DAMS
15+96
FARM PATH

17.00
FLOW
PROPOSED
i EA 4" GATE VALVE 8 BOX
21.64
OLD
TOBACCO
20.50 BARN
OLD
TOBACCO
BARN

FLOW
21+36
?j
/ 19.12
FARM PATH
WIRE FENCE
20' 4L ROAD
t NCSR 1621 AUTHUR SLOAN RC
5A,ee ? A - -?2 6
PROPOSED
60 LF DITCH CROSSING WITH 6" DUCTILE IRON PIPE
CLASS 350, BOLTLESS RESTRAINED JOINT WATER LINE
WITH RIP RAP ON SLOPES
LINE
OAD MED
4B' CMP DRAM, S ! G/C
FLOW
3 !
W n
)1TER ROAD
U
W!
39.86
RCP BRAN. 7 i G/C
20' ASPHALT
14.84
TEL

PROPOSED
60 LF DITCH CROSSING WITH 6" DUCTILE IRON PIPE
CLASS 350, BOLTLESS RESTRAINED JOINT WATER LINE
WITH RIP RAP ON SLOPES I94S6 20448
BARN BARN
16.72
60" CMP DRAM, 2 1/2' ! G/C
00424
\ SOIL DRIVE
R FLOW
I- -
19.12
WOODS PATH
' 18.04
GRAVEL DRIVE
15.04
176 HINTER ROAD
5?ee? A). ?--7
PROPOSED
500 LF CREEK CROSSING WITH 10" HDPE, IPS, SDR 9,200 PSI WATER LINE
INSTALLED BY HORIZONTAL DIRECTIONAL DRILLING AND 8" DIP, CLASS 350,
W WATER LINE WITH GRIP RINGS INSTALLED BY OPEN CUT
ALTERNATE
380 LF CREEK CROSSING WITH 8" DUCTILE IRON PIPE,
CLASS 350, BALL JOINT WATER LINE
WITH RIP RAP ON SLOPES
WATER LINE
'HALT ROAD
IE
SAPe f ' Alo. --?5
REVISIONS
{ CYPRESS CREEK
'VALVE 8 BOX FLOW
PROPOSED
60 LF DITCH CROSSING WITH 6" DUCTILE IRON PIPE.
CLASS 350. BOLTLESS RESTRAINED JOINT WATER LINE
WITH RIP RAP ON SLOPES
8.44
54" CMP DRAIN. F 1 G/C
60' R/W

15' MAX
A FLOW
WIRE FENCE
-it NCSR 197 OLD FIELE
D.Oe
12.68
24" RCP DRAIN, 2 V2,2 G/C
PROVIDE
RIP - RAP / GRAVEL FILTER
CHECK DAMS
FLOW + ( \? 12+76
1 FARM PATH

23' GRAVEL AREA
POSED
_F 10" DRYBORE WITH 10" STEEL CASING. MIN THICKNESS 0.188"
AND 6" PVC. SDR 21. 200 PSI WATER LINE
k 6" GATE VALVE 8 BOX
% 6" 45' BEND. DI
X 6" 90' BEND, DI
\8"x6"TEE. DI
1 6" x 6" TEE. DI
k FIRE HYDRANT. 4 1/2"
E:
POSED TIE-IN TO EXISTING 8" WATER LINE
SAPef oo. 3 - A
PROPOSED
60 LF DITCH CROSSING WITH 6" DUCTILE IRON PIPE
CLASS 330, BOLTLESS RESTRAINED JOINT WATER LINE
WITH RIP RAP ON SLOPES
".L6
48" RCP DRAM, 2' 2 G/C
37.00
279 OLD FIELD ROAD
MATCH LINE R/W
30.00 2 _ 11
60' R/W
15' MAX 319-58
? SOIL DRIVE
W
r t / R/W \
30.16 Low
WOODS PATH
32.9E I
'TEL ;,-? 33-80
S
OIL DRIVE
33.28

ABANDONED j
a
36.72
ABAIIDONED
34.20
ELWORTH PICKETT
266 OLD FIELD ROAD
36.20
24" RCP DRAIN, r 2 G/C
PROVIDE
RIP - RAP / GRAVEL FIL'
CHECK DAMS
37.28
TEL FLOW
39.32
SOIL DRIVE
T
C
3945
5? Qef )vL). 33 - r
Ft/ W
MATCH LINE
50.00
fW
R/W
t NC 50 HIGHWAY
' MSTWG CWA
3 ' 6" PVC WATER LINE
' 24' ASPHALT
EXISTWG
6" GATE VALVE 8 BOX
E.O.A.
z
4TH
PROPOSED
340 LF CREEK CROSSING WITH 6" HDPE, IPS, SDR 9. 200 PSI WATER LINE INSTALLED
BY HORIZONTAL DIRECTIONAL DRILLING AND 4" DIP, CLASS 350, W WATER
LINE WITH GRIP RINGS INSTALLED BY OPEN CUT
ALTERNATE
220 LF CREEK CROSSING WITH 4" DUCTILE IRON PIPE,
CLASS 350, RESTRAINED JOINT WATER LINE
WITH RIP RAP ON SLOPES
PROPOSED
40 LF 8" DRYBORE WITH 8" STEEL CASING, MIN THICKNESS 0.188"
AND 4" PVC, SDR 21, 200 PSI WATER LINE ?UO , 3
2 EA 4" GATE VALVE 8 BOX JI
2 EA 4" 90• BEND, DI
I EA 4" x 2" TEE, PVC
R/ W
TWO 60" 2 H w 80" W CMP DRAINS, 2' 2 G/C
WITH SANDBAG HEADWALLS
PROPOSED
320 LF CREEK CROSSING WITH 8" HDPE, IPS. SDR 9, 200 PSI WATER LINE INSTALLED
BY HORIZONTAL DIRECTIONAL DRILLING AND 6" DIP, CLASS 350, W WATER
LINE WITH GRIP RINGS INSTALLED BY OPEN CUT
_3a4b4
" SANDBAG HEADWALLS
1
CEMETERY
5kPej IVJ. 3?,
a/w ? R/w
I
1 '
1 1 1 ?
0-1
PROPOSED
I EA 6" GATE VALVE 8 BOX
' 21. 200 PSI WATER LINE
I EDGE OF ASPHALT ROAD
34460
SOIL DRS
CSR 1616 MAREADY

f FLOW
O
VACANT Lorr
IS' ASPHALT 33464
P/P TEL D
la'
R/W
W --
R/W
40.46
I
O
L
1
1
I
1
3
I 1
t- NCSR 162E
EXISTWG CWA
6" PVC WATER LPE
EMBTIM
-6" GATE VALVE 8 BOX
SS' ri NCSR ISIS
r E.oA
-F]
W/M
R/W
R/W
EXISTWG
6" GATE VALVE
100' IL NCSR IS
r E.OA
WAI Efi LINE
D
20' ASPHALT
PROPOSED
I EA 6" GATE VALVE 8 BOX
37432
TWO r t H r w s w CMP DRAWS, f i 6/C
WITH CONCRETE HEADWALLS
?- 6" PVC, SDR 21, 200 PSI WATER LINE
5' MIN FROM EDGE OF ASPHALT ROAD
PROPOSED
I EA 6" GATE VALVE 8 BOX
PROPOSED
360 LF CREEK CROSSING WITH 8" HDPE. IPS. SDR 9. 200 PSI WATER LINE INSTALLED
BY HORIZONTAL DIRECTIONAL DRILLING AND 6" DIP, CLASS 350, W WATER
LINE WITH GRIP RINGS INSTALLED BY OPEN CUT
_So_, MARLAbi WAD "?o)
5.36
BARN
FLOW
13.
19" RCP DRAWD6 , 3' i G/C
PROVIDE
RIP - RAP / GRAVEL FILTER
CHECK DAMS
NCSR 1816 MAREADY ROAD
IV
SA ee?- 00- 3--7
46+16 /
FARM PATH
U PROPOSED
=-T 6" PVC SDR 21. 200 PSI WATER LINE
5' MIN FROM EDGE OF ASPHALT ROAD
NOTE.
PROPOSED TIE-IN TO EXISTING 6" x 6" TEE
iATE VALVE 8 80X
6- TM
WG. DI W
WORANT. 4 Vr
CONCRETE BRIDGE
W / WOOD HEADWALLS

PROPOSED
580 LF CREEK CROSSING WITH 8" HDPE. HORIZONTAL DIRECTIONAL DRILLING A.NSl 69,
WITH GRIP RINGS INSTALLED BY OPEN CUT 200 PSl WATER LINE INSTALLED BY
DIP, CLASS 350, W WATER LINE
ALTERNATE
460 LF CREEK CROSSING WITH 6" DUCTILE IRON PIPE.
CLASS 350. BALL JOINT WATER LINE
WITH RIP RAP ON SLOPES
Sheep No. ?i
22.92
B" BARNS
27.52
W/CON RETE HEADWALLS52'! G/C
22.92
GRASS DRIVE
1K/
21.88 - - L
TEL -
I
7' MIN
21.96
210 BACK SWAMP ROAD
j I?
FLOW
W
29.80
GRASS DRIVE
R/w
PROPOSED
60 LF DITCH CROSSING WITH 6" DUCTILE IRON PIPE,
CLASS 350, BOLTLESS RESTRAINED JOINT WATER LINE
WITH RIP RAP ON SLOPES
MATCH LINE
30.00
5tile4/Vo, Y3 -- A
CONCRETE BRIDGE
W/WOOD HEADWALLS
NINE MILE CREEK
54.30
W
PROPOSED
1 EA 6" GATE VALVE 8 BOX
PROPOSED
440 LF CREEK CROSSING WITH 8" HDPE. IPS. SOR 9, 200 PSI WATER LINE INSTALLED BY
HORIZONTAL DIRECTIONAL DRILLING AND 6" DIP, CLASS 350. MJ WATER LINE
WITH GRIP RINGS INSTALLED BY OPEN CUT
ALTERNATE
320 LF CREEK CROSSING WITH 6" DUCTILE IRON PIPE.
CLASS 350, BALL JOINT WATER LINE
WITH RIP RAP ON SLOPES
PROPOSED
I EA 6" GATE VALVE 8 BOX
PROPOSED
6" PVC, SDR 21. 200 P;
5' MIN. FROM EDGE OF
Iuuu#R, Q0??
CA? by
?SSI ?
r,43
kin
C
; •'??
V.
R.....lstzk•
C f GoftPl
SE.
?Li
REVISIor
t
7' MIN
11
99.92
48" CUP DRAW. 3y 6/C
PROPOSED
I EA 6" GATE VALVE 8 BOX
t 0
JAMES 0. HORNE LANE
4
102.88
587 BACK SWAMP ROAD
102.48
ROCK DRIVE
,.
106.60
SIMPSON
603 BACK SWAMP ROAD
1-1
T
105.08
ROCK DRIVE
1826 BACK SWAMP ROAD
W _
1 ROCK 2 MAILBOXES
ROAD I. A. FLOODY -140 JAMES 0.
"O2 162 JAMES 0. HORNE LANER LANE
FLOW
PROPOSED
60 LF DITCH CROSSING WITH 6" DUCTILE IRON PIPE,
CLASS 350. BOLTLESS RESTRAINED JOINT WATER LINE
WITH RIP RAP ON SLOPES
101.92
Tm
,sAe e f A)0 . q
60" RCP WITH CONCR148M.40HEADWALL, 3't G/C
PROVIDE
RIP - RAP / GRAVEL FILTER
CHECK DAMS
FLOW
9ENJAMIN HORSE LANE
MATCH LINE
141.88
DIRT DRIVE
141.20
GRASS DRIVE
F.-Il
14620
DILAPIDATED
142.08
GRASS DRIVE
rt G/c
?t G/C
7' MIN
PROPOSED
6" PVC, SDR 21. 200 PSI WATER LINE
5' MIN FROM EDGE OF ASPHALT ROAD

150.00
PROPOSED
60 LF DITCH CROSSING WITH 6" DUCTILE IRON PIPE,
CLASS 350, BOLTLESS RESTRAINED JOINT WATER LINE
WITH RIP RAP ON SLOPES
S? ,e+ 1U0 - 0-_ 14
0/C
S-kee f A)O, qs --13
1I 1nL ????
33.60
FARM PATH
34.92
626 LYMAN ROAD
F]
30.46
501E am
.12
RN
1 I 1 1 34406
33464 TEL
31476 14' ASPHALT DRIVE P/P
W ASPHALT
DRIVE
0
33.40
FARM PATH
I FLOW
4' 1
3'l
46" H a 60' W 3W1
CMP DRAIN, 3' ! G/C
PROPOSED
60 LF DITCH CROSSING WITH 6" DUCTILE IRON PIPE
CLASS 350, BOLTLESS RESTRAINED JOINT WATER LINE
WITH RIP RAP ON SLOPES
36406 39.16
TEL TEL k'I
41.16 424t0
TEL
CONC. DRIVE

PROPOSED 11 C
I EA 6" GATE VALVE 8 BOX 40450
599 LYMAN RD.
P

C

.Ae4 IVY. /()
410,
McDAVIDAssocUTES, INC.
INC. Engineers - Planners - Land Surveyors
CORPORATE OFFICE GOLDSBORO OFFIC
[phone] - Fax [phone] [phone] - Fax (919) 7
Box 1776
120 N. Main Street - P.O. Drawer 49 109 E. Walnut Street - P.O.
Farraville, NC 27828 Goldsboro, NC 2753
June 23, 2003 FILE cupy
WE1'LKS1401 GROUP
E
35-7351
3
US Army Corps of Engineers ?I U IK
Wilmington Regulatory Field Office
P.b. Box 1890
Wilmington, NC 28402-1890
ATTN: Mickey Sugg
ORMALITY ?
SUBJECT: Nationwide 404 Permit Request
Contract No. 1 - Water Distribution
2001 RD Water System Improvements
Chinquapin Water Association, Inc.
Duplin County
Dear Mr. Sugg:
In reference to the subject project, please find enclosed the following:
1. One (1) copy of page number 2 of plans (MAI C-929 Pink) which outlines the
locations of water line construction for the subject project.
2 One (1) set of the following plan excerpts:
A. Ditch crossing and creek crossing plan drawings from sheets 10-12, 14, 16-
17, 26-27, 29, 33, 35-37, 41 and 43-45, Contract No. 1 - Water
Distribution.
B. Standard Drawings SD 044011, SD 044012, SD 044020, SD 044031, SD
044032, and SD 044040 which shows a typical ditch crossing or creek
crossing, plan and section views.
C. Standard Drawings SD 070010 and SD 070020, which shows erosion and
sedimentation control measures for a typical ditch crossing or creek crossing,
plan and section views.
3. Two (2) copies of the Pre-Construction Notification (PCN) Application Form signed
by the Owner.
Water Lines constructed across creeks shall be by horizontal directional drilling and shall
have a minimum burial depth of 6 feet.
D405JWM03
C WA-01-RD-WSI-COE-NATNWD-PERM-REQ.LTR;3
8:25am
030623
Request nationwide permit or permit waiver at your earliest convenience. Please advise if
we may further assist.
Sincerely,
McDAVID ASSOCIATES, INC.
Joseph W. McKemey, P.E.
Farmville Office
JWM:Iba
Enclosures
cc: Jim Riley
Kay Evans
Glen Mobley
John Dorney
D405JWM03
C W A-01-RD - W S I-CO E-NAT N W D-PERM-RE Q. LTR; 3
r iNC. ??'am
T 030623