20060722 Ver 1_COMPLETE FILE_20060501

O?QF 1NATFiQpG Michael F. Easley, Governor
William G. Ross Jr., Secretary
t- North Carolina Department of Environment and Natural Resources
? ..I
p Alan W. Klimek, P.E. Director
Division of Water Quality
June 28, 2006
DWQ Project # 06-0722
Pitt County
Town of Ayden
Attn: Mr. Adam G. Mitchell
PO Box 219
Ayden, NC 28513
Subject Property: Southeast Area Wastewater Collection System Improvements-Golf Course
Road and Hines Drive Areas
UT Swift Creek [030409,27-97-(0.5), C, SW, NSW]
Approval of 401 Water Quality Certification and Authorization Certificate per the Neuse River
Buffer Protection Rules (15A NCAC 2B .0233) with Additional Conditions
Dear Mr. Mitchell:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 30 linear feet of streams, 14,810.4 square feet (ft) of Zone 1 of the protected
riparian buffers and 14,374.8 square feet (ft') of Zone 2 of the protected riparian buffers for the purpose
of installing the new sewer force main at the subject property, as described within your application dated
June 21, 2006 and received by the N.C. Division of Water Quality (DWQ) on June 23, 2006, also the
USGS topo and soils maps received by DWQ on June 21, 2006, and your plan sheets received by DWQ
on May 15, 2006 and June 15, 2006 . After reviewing your application and associated information, we
have decided that the impacts are covered by General Water Quality Certification Number(s) 3374
(GC3374). The Certification(s) allows you to use Nationwide Permit(s) NW12 when issued by the US
Army Corps of Engineers (USACE). This letter shall also act as your approved Authorization Certificate
for impacts to the protected riparian buffers per 15A NCAC 2B .0233. In addition, you should obtain or
otherwise comply with any other required federal, state or local permits before you go ahead with your
project including (but not limited to) Erosion and Sediment Control, and Non-discharge regulations.
Also, this approval to proceed with your proposed impacts or to conduct impacts to waters as
depicted in your application shall expire upon expiration of the 404 or CAMA Permit.
This approval is for the purpose and design that you described in your application. 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 fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in l SA
NCAC 2H.0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
,1. Impacts Approved
No ` Carolina
Naturally
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone [phone] / Fax [phone]
Internet: httDI/h2o.enr.state.nc.us/ncwetlands
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
Town of Ayden
Page 2 of 3
June 28, 2006
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
Amount Approved Units Plan Location or Reference
Stream 30 (feet) PCN 8 of 13
Zone 1 Buffers 14,810.4 (square feet PCN 11 of 13
Zone 2 Buffers 14,374.8 (square ft.) PCN 11 of 13
2. Erosion & Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices in order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor-owned or leased borrow pits associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Surface Mining Manual.
d. The reclamation measures and implementation must comply with the reclamation in
accordance with the requirements of the Sedimentation Pollution Control Act.
3. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond
the footprint of the impacts depicted in the Pre-Construction Notification. All construction
activities, including the design, installation, operation, and maintenance of sediment and erosion
control Best Management Practices, shall be performed so that no violations of state water quality
standards, statutes, or rules occur.
4. No Sediment & Erosion Control Measures w/n Wetlands or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum
extent practicable. If placement of sediment and erosion control devices in wetlands and waters
is unavoidable, they shall be removed and the natural grade restored within six months of the date
that the Division of Land Resources has released the project.
5. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401 Oversight/Express Review Permitting Unit, North Carolina
Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
I own of Ayden
Page 3 of 3
June 28, 2006
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification, shall expire upon
expiration of the 404 or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or
stream impacts), 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, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714.. This certification and its conditions are final and binding unless you ask for a
hearing.
Any disputes over determinations regarding this Authorization Certificate (associated with the approved
buffer impacts) shall be referred in writing to the Director for a decision. The Director's decision is
subject to review as provided in Articles 3 and 4 of G.S. 150B.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act and the Neuse riparian buffer protection rule as described within 15A NCAC 2B .0233. If you have
any questions, please telephone Cyndi Karoly or Amy Chapman at 919-733-1786.
AW KI ym/asc
Enclosures: GC 3374
Certificate of Completion
Perely,
Alan W. Klimek, P.E.
cc: Marie Peedin, The Wooten Company, 301 West 14th Street, Greenville, NC 27834
DWQ Washington Regional Office
File Copy
Central Files
Filename: 060722SE WastewaterAyedn(Pitt)101+NBR
V,V
THE WOOTEN COMPANY
ENGINEERING PLANNING ARCtIITECTUnE
30i'rG'st ith Sweet Greenville NC .i837
252.757.1C?^; u fax 2.,_.757.32~1
LETTER OF
TRANSMITTAL
DATE
June 21, 2006 JOB NO.
2393-L
TO: NC DENR Attention: Cyndi Karoly
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center DU - D q 2%2.
Raleigh, NC 27699-1650

WE ARE SENDING:
? Shop Drawings
? Copy of Letter
® Attached ? Under separate cover via the following items:
? Prints ? Plans ? Samples ? Specifications
? Change Order Other: Permit
COPIES DATE NO. DESCRIPTION
5 6-21-06 Revised PCN
I USGS Topo and Soil Survey Map showing the sewer line
THESE ARE TRANSMITTED as checked below:
® For Approval ? Reviewed ? Revise and resubmit
? For your use ? Rejected ? Submit copies for distribution
® As Requested ? Corrected ? Return corrected print
? For Review and comment ?
? FOR BIDS DUE ( ] ? PRINTS RETURNED AFTER LOAN TO US
REMARKSAs requested. Thank you.
SIGNED:
COPY TO: File Marie U. Peedt ,
991J
JUN 2 L Coos

E.va
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No. O LQ - O ??--
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing
1. Check all of the approval(s) requested for this project:
,
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
Section 404 Permit ® Riparian or Watershed Buffer Rules
Section 10 Permit F] Isolated Wetland Permit from DWQ
,? 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: ? ! w i a 4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), chcl hee ? :, f
i i
H. Applicant Information JUN 2006
1. Owner/Applicant Information
r7 n , ,..: R? r _,, y
Name: Town of Ayden
Mailing Address: PO Box 219
Ayden NC 28513
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: manag;erL(r ayden.com
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Marie Peedin
Company Affiliation: The Wooten Company
Mailing Address: 301 W. 14th Street
Greenville NC 27834
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: mpeedin a,thewootencompany.com
Page 5 of 13
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Town of Ayden Contract I - Southeast Area Wastewater Collection
System Improvements - Golf Course Road and Hines Drive Areas
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN):
4. Location
County: Pitt Nearest Town: Ayden
Subdivision name (include phase/lot number):
Directions to site (include road numbers/names, landmarks, etc.): See location map
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): ON °W
Site °N °W
Golf Course Road 35° 27.083 77° 23.014
Force Main Outfall 35° 27.716 77° 24.522
6. Property size (acres): N/A
7. Name of nearest receiving body of water: Swift Creek
8. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/adniin/niaps/.)
Page 6 of 13
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Existing Creek draining the Town of Ayden to Swift Creek.
10. Describe the overall project in detail, including the type of equipment to be used: The
project is to be constructed using track excavators and rubber tire backhoes for installation of
the sewer mains. Rubber tire front end loaders will be used to back fill the trench.
11. Explain the purpose of the proposed work: The project is being constructed to provide
sanitary sewer for newly annexed areas within the Town of Ayden.
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. This is a new project.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
Page 7 of 13
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: Clearing and installation of
new force main. There will be one directional drill under Swift Creek. The project area shall
be restored to original conditions once construction is complete.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
es/no Distance to
Nearest
Stream
linear feet Area of
Impact
(acres)
NONE

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property: 0
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, 'stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multi 1 length X width, then divide b 43,560.
Stream Impact
Number
(indicate on ma
Stream Name
Type of Impact
Perennial or
Intermittent? Average
Stream Width
Before Impact Impact
Length
linear feet Area of
Impact
acres
Golf Course Road UT Swift Creek Creek Crossing p 15' 15' 0.01
Force Main ON UT Swift Creek Creek Crossing p 15' 15' 0.003
i

Total Stream Impact (by length and acreage) 30 0.013
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact Name of Waterbody
T
Type of Impact Type of Waterbody Area of
Site Number if applicable lake, pond, estuary, sound, bay, Impact
Page 8 of 13
indicate on ma ocean, etc. acres
Total Open Water Impact (acres)
6. List t
he cumulative impact to all Waters of the U.S. resulting from the project;
Stream Impact (acres): 0.013
Wetland Impact (acres):
Open Water Impact (acres):
Total Impact to Waters of the U.S. (acres)
Total Stream Impact (linear feet): 30
Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. Pond Creation
if construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g.,.livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
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.
The location of the force main is in the best location to avoid disturbance of existing
wetlands The other areas of impact are within the 90 degree crossings of the creek and are
allowable impacts
Page 9 of 13
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/sti-i-ngide.htmi.
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.
The project of area runs parallel to an UT of Swift Creek through Southeast Ayden, NC.
The project consists of constructing _a new sewer outfall to serve existing annexed areas of
the town, 29,185.20 SF of buffer impacted.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at 11ttp://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet): _
Page 10 of 13
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 (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ® No ?
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ® No ?
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ® No ?
X! Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 213.0259 (Tar-Pamlico), 15A NCAC 0213.0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify Neuse Buffer )? Yes ® No ?
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
* impact_., Required
Zone ??? Multiplier' A C+4-...,,,.,
1 14,810.4 3 (2 for Catawba) 0
2 14,374.8 1.5 0
Total I 29,185.20 I I 0
* Zone I extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Page 11 of 13
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260. The Town plans to bore Swift Creek using
directional drill methods.
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
XIII. Violations (required by DWQ)
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 ?
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes El
No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
The Town is providing sanitary sewer to serve existing property which has already been
developed.
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Page 12 of 13
a
?2lA
Applicait/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 13 of 13
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?0'? W ~ l?9p Michael F. Easley, Governor
William G. Ross Jr., Secretary
co r North Carolina Department of Environment and Natural Resources
p Alan W. Klimek, P.E. Director
Division of Water Quality
June 20, 2006
DWQ Project # 06-0722
Pitt County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Town of Ayden
Post Office Box 219
Ayden, NC 28513
Subject Property: Southeast Area Wastewater Collection System Improvement
Golf Course Road and Hines Drive Areas
UT to Swift Creek [030409,27-97-(0.5), C, SW, NSW]
REQUEST FOR MORE INFORMATION
To Whom It May Concern:
On June 15, 2006, the Division of Water Quality (DWQ) received your revised application dated
June 11, 2006 to construct the proposed wastewater collection system improvements. The DWQ
has determined that your application was incomplete and/or provided inaccurate information as
discussed below. The DWQ will require additional information in order to process your
application to impact protected wetlands and/or streams on the subject property. Therefore,
unless we receive the additional information requested below, we will have to move toward
denial of your application as required by 15A NCAC 2H .0506 and will place this project on
hold as incomplete until we receive this additional information. Please provide the following
information so that we may continue to review your project.
Additional Information Requested:
1. Preconstruction Notification Application (PCN)
Please provide 5 copies of a corrected PCN listing all impacts that are consistent
throughout the application. On the existing PCN you have listed 2,800 linear feet of
buffer impacts but the table indicates 0.67 square feet of buffer impacts. Please clarify
this discrepancy.
2. Maps
Please provide a USGS Topo & Soil Survey map, clearly marking the sewer line.
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http://h2o.enr.state.nc.us/ncwetlands
one
N Caro na
&M11y
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Town of Ayden
Page 2 of 2
June 20, 2006
Please contact the DWQ within three weeks of the date of this letter to verify that you have
received this letter and that you remain interested in continuing to pursue permitting of your
project and will be providing the DWQ the requested information at a later date. Please contact
me in writing and Kyle Barnes of the DWQ Washington Regional Office. If we do not hear
from you within three weeks, we will assume that you no longer want to pursue this project and
we will consider the project as withdrawn.
This letter only addresses the application review and does not authorize any impacts to wetlands,
waters or protected buffers. Please be aware that any impacts requested within your application
are not authorized (at this time) by the DWQ. Please call Ms. Cyndi Karoly or Mr. Ian
McMillan at 919-733-1786 if you have any questions regarding or would like to set up a meeting
to discuss this matter.
Sincerely,
Cyndi Karoly, Supervisor
401 Oversight/Express Review Permitting Unit
CBK/bjs
cc: Kyle Barnes, DWQ Washington Regional Office
USACE Washington Regulatory Field Office
File Copy
Central Files
Marie Peedin, The Wooten Company, 301 W. 14th Street, Greenville, NC 27834
Filename: S:\2006 Correspondence\06-0722 Town of Ayden SE Area (Pitt) On Hold.doc
DWQ # 06-0721 and 06-0722 NW & Southeast Area WW Collectio...
- - e
Subject: DWQ # 06-0721 and 06-0722 NW & Southeast Area WW Collection System Improvements
From: Laurie Dennison <[e-mail]>
Date: Wed, 21 Jun 2006 10:51:48 -0400
To: [e-mail], [e-mail]
Please see attached the Division of Water Quality's request for more information
related to your recent application. Please note that this message is being
forwarded to you electronically so that you may expedite preparation of your
response. Please do not send your response as a reply to this e-mail or via fax.
The hard copy is being sent via US Mail. All response correspondence is to be
mailed via hard copy to the 401 Oversight and Express Permits Unit, 2321 Crabtree
Blvd., Raleigh, NC, 27604 unless otherwise noted.
i
Content-Type: application/msword
106-0722 Town of Ayden SE Area (Pitt) On Hold.docContem-Encoding: base64
Content-Type: application/msword
06-0721 Town of Ayden NW Area (Pitt) On Hold.doc
Content-Encoding: base64
1 of 1 6/21/2006 10:52 AM
i
THE WOOTEN COMPANY
ENGINEERING PLANNING ARCHITECTURE
i '1 'e;est I4th Street Greenville NC 278°3A
252.757.1096 tax 252.757.3221
LETTER OF
TRANSMITTAL -via UPS
DATE
June 14, 2006 JOB NO.
2393 L
TO: NC DENR - Division of Water Quality Attention: Amy Chapman
401 Oversight/Express Review Permitting Unit
2321 Crabtree Blvd., Suite 250 REFERENCE: TOWN OF AYDEN-
Contracts I and H
Raleigh, NC 27604
WE ARE SENDING: ® Attached ? Under separate cover via the following items:
? Shop Drawings ? Prints ® Plans ? Samples ? Specifications
? Copy of Letter ? Change Order Other:
COPIES DAT NO. DESCRIPTION
E
3 DWQ - PCNApplication Form -Contract I- Southeast Area
Wastewater Collection System Improvements - Golf Course Rd. and
Hines Drive Area
3 DWQ - PCNApplication Form - Contract II - Northwest Area
Wastewater Collection System Improvements
3 sets C-7; C-8; C-9 Revised Sheets - Contract I
3 sets 3,4,5,7,8, Revised Sheets - Contract II
17,18
1 ?am Environmental Report - Water and Wastewater Infrastructure - Town
2006 o A den, NC
I Appendix VI- Environmental Assessment - Wastewater Collection
System Improvements - Town o A den, NC
THESE ARE TRANSMITTED as checked below:
® For Approval
® For your use
® As Requested
? For Review and comment
? FOR BIDS DUE [ ]
REMARK Thank you.
a
COPY TO: file
? Reviewed ? Revise and resubmit
? Rejected ? Submit copies for distribution
? Corrected ? Return corrected print
1:1 -
? PRINTS RETURNED AFTER LOAN TO US
M?o? p
JLJN 1 5 2006
0ENr VV A-1 r_R Q aaI),
iIAMASAIdIl ?t?rt?fAb' ' ;# Ah1?FIGH
SIGNED:
_21
Marie Peedin, P.E.
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No. O U + O 1 a. a
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
? Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
? 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested:
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal a ement Area of
Environmental Concern (see the top of page 2 for further details), checkan#k Q V L?
D
II. Applicant Information JUN 1 5 2006
1. Owner/Applicant Information pENR - YrAi ER QUALITY
a?? nria arcuuaw?r?n aan?cll
Name: Town of Ayden
Mailing Address: PO Box 219
Ayden, NC 28513
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: manager d ayden.com
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Marie Peedin
Company Affiliation: The Wooten Company
Mailing Address: 301 W. 14'h Street
Greenville, NC 27834
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: mpeedinOwthewootencompan.ccom
Page 5 of 13
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Town of Auden Contract I - Southeast Area Wastewater Collection
System Improvements - Golf Course Road and Hines Drive Areas
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN):
4. Location
County: Pitt Nearest Town: Auden
Subdivision name (include phase/lot number):
Directions to site (include road numbers/names, landmarks, etc.): See location map
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): ON °W
Site °N °W
Golf Course Road 35° 27.083' 77° 23.014'
Force Main Outfall 35° 27.716' 77° 24.522'
6. Property size (acres): N/A
7. Name of nearest receiving body of water: Swift Creek
8. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/mays/.)
Page 6 of 13
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Existing Creek draining the Town of Ayden to Swift Creek.
10. Describe the overall project in detail, including the type of equipment to be used: The
project is to be constructed using track excavators and rubber tire backhoes for installation of
the sewer mains. Rubber tire front end loaders will be used to back fill the trench.
11. Explain the purpose of the proposed work: The project is being constructed to provide
sanitary sewer for newly annexed areas within the Town of Ayden.
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. This is a new project.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
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. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
Page 7 of 13
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: Clearing and installation of
new force main. There will be one directional drill under Swift Creek. The project area shall
be restored to original conditions once construction is complete.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
es/no Distance to
Nearest
Stream
linear feet Area of
Impact
(acres)
NONE

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property: 0
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact
Number
indicate on ma
Stream Name
Type of Impact
Intermittent. Perennial Intermittent? Average
Stream Width
Before Impact Impact
Length
linear feet Area of
Impact
acres
Golf Course Road UT Swift Creek Creek Crossing p 15' 15' 0.01
Force Main O/F UT Swift Creek Creek Crossing p 15' 15' 0.003

Total Stream Impact (by length and acreage) 30 0.013
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact Name of Waterbody
Type of Impact Type of Waterbody Area of
Site Number if a licable lake, pond, estuary, sound, bay, Impact
Page 8 of 13
(indicate on ma ocean, etc. acres
Total Open Water Impact (acres)
6. List t
he cumulative impact to all Waters of the U.S. resulting from the vroiect;
Stream Impact (acres): 0.013
Wetland Impact (acres):
Open Water Impact (acres):
Total Impact to Waters of the U.S. (acres)
Total Stream Impact (linear feet): 30
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
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.
The location of the force main is in the best location to avoid disturbance of existing
wetlands. The other areas of impact are within the 90 degree crossings of the creek and are
allowable impacts.
Page 9 of 13
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.eiir.state.nc.us/ticwetlands/stimgide.html.
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.
The project of area runs parallel to an UT of Swift Creek through Southeast Ayden, NC.
The project consists of constructing a new sewer outfall to serve existing annexed areas of
the town, 2800 LF of buffer impacted.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet):_
Amount of buffer mitigation requested (square feet): _
Page 10 of 13
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
i
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ® No ?
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ® No ?
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ® No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify Neuse Buffer )? Yes ® No ?
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Impact Required
Zone* lr_ , Multiplier
1 I .34 13 (2 for Catawba) I 0 J
2 .33 1.5 0
Total I .67 I I 0
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Page 11 of 13
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260. The Town plans to bore Swift Creek using
directional drill methods.
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
XIII. Violations (required by DWQ)
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 ?
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h?o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
The Town is providing sanitary sewer to serve existing property which has already been
developed.
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Page 12 of 13
•
•
010 - olaa
Environmental Report
WATER AND WASTEWATER
INFRASTRUCTURE
TOWN OF AYDEN, NORTH CAROLINA
4144 West Ave.
Ayden, NC 28513
Return Correspondence to:
Amos Moore, PE
The Wooten Company
301 West 14'h Street
Greenville, NC 27834
Ph: [phone]
Fax: [phone]
January 2006
D @ ``a l1 ?'/ ra I
[.J
JUN r ? 2006

Notice of Availability of an Environmental Assessment
The USDA Rural Development (through its Rural Utilities Service) has
received an application for financial assistance from the TOWN OF
AYDEN. As required by the National Environmental Policy Act, the
Rural Utilities Service has prepared an Environmental Assessment
that evaluated the potential environmental effects and consequences
of the proposed project. This notice announces the availability of the
Environmental Assessment for public review and comment.
The proposed project consists of three parts and has been
delineated in two distinct sub-areas identified as the Northwest
planning/Study Area and the Southeast Planning/Study Area: 1)
Water System improvements;
2) Wastewater System Improvements; 3) Wastewater System
Rehabilitation.
1. The proposed water system improvements consist of
extensions to the existing Town of Ayden water
distribution system. The proposed water system
extensions to serve the Southeast Study Area includes a
new 12-inch water main east along NC 102 to the
intersection with Golf Club Road and the south along Golf
Club Road to the eastern edge of the Southeast Study
Area. Additionally, a new 6-inch water main is proposed to
be extended along Hines Drive. The proposed water
system extensions to serve the Northwest Study Area
includes a new 12-inch water main running north on
Pleasant Plain Road to its intersection with NC 102, and
then east along NC 102 to connect to the existing water
distribution system at NC Highway 11.
2. The proposed wastewater system improvements consist of
extensions to the Town of Ayden wastewater collection
system. The proposed wastewater system extensions to
serve the Southeast Study Area include a 15-inch
interceptor paralleling and located on the east side of Swift
Creek, 8-inch and 10-inch gravity mains in the Golf Club
Subdivision and along Golf Club Road. Additionally, a new
10-inch gravity main is proposed east along Hines Drive to
Swift Creek. The proposed wastewater collection system
extensions to serve the Northwest Study Area include 8-
10-15- and 18-inch collection/interceptor sewers along the
tributaries of Swift Creek and Jolly Road.
3. The proposed wastewater system rehabilitation consists of
replacement of existing interceptor with a new gravity
interceptor.
The alternatives considered to the proposed project include: 1)
Installation of deep wells that would draw from a regulated aquifer.
2) Alternative wastewater collection systems were not considered as
compatible with the existing system. 3) The alternates for the
wastewater system rehabilitation would not adequately address the
long term problem of the existing system.
The potential adverse impacts to important resources will be
mitigated as described in Section 4.0 of the report and by
incorporating "best management" construction practices into the
project plans and specifications.
Copies of the Environmental Assessment are available for review at
the USDA, Rural Development office located at 403 Government
Circle, Suite #3, Greenville, NC 27834 (Telephone: [phone]
Ext. #4). For further information please contact Mr. Wayne D.
Causey at [phone] ext. #4. Any person interested in
commenting on this proposal should submit comments to USDA,
Rural Development, 403 Government Circle, Suite #3, Greenville, NC
27834 by March 19, 2006.
t:\projects\ayden-2393&odce.of avail of ea-town of ayden 021006.doc
"USDA is an equal opportunity provider, employer and lender." To
file a complaint of discrimination, write USDA, Director, Office of Civil
Rights, 1400 Independence Avenue, S. W., Washington, DC 20250-
9410 or call [phone] (voice), or [phone] (TDD).
A general location map of the proposal is shown below.
(Attach a copy of the MAP)
t:\projects\ayden-2393\]\notice of avail of ea-town of ayden 021006.doc

NORTHWEST AREA
TOWN OF AYDEN
Proposed Water and Wastewater
Project Areas
SOUTHEAST AREA
WOO
NORTHWEST AREA
I
SOUTHEAST AREA
Tv
THEWOOTENCOWPANY
r
TABLE OF CONTENTS
0 ?
1.0 PURPOSE AND NEED FOR THE PROJECT ................................................................. 2
1.1 Project Description .......................................................................................................... 2
1.2 Project Motivation ........................................................................................................... 4
2.0 ALTERNATIVES TO THE PROJECT ACTION .............................................................. S
2.1 Do Nothing ........................................................................................................................ 5
2.2 Bottled Water ................................................................................................................... 5
2.4 Public Potable Water and Wastewater Lines ............................................................... 6
3.0 AFFECTED ENVIRONMENT/ENVIRONMENTAL CONSEQUENCES ..................... 6
3.1 Land Use/Important Farmland/Formally Classified Lands ........................................ 6
3.1.1 Affected Environment .............................................................................................. 6
3.1.2 Environmental Consequences ................................................................................... 11
3.1.3 Mitigation ..................................................................................................................12
3.2 Floodplains .....................................................................................................................13
3.2.1 Affected Environment ............................................................................................... 13
3.2.2 Environmental Consequences ................................................................................... 14
3.2.3 Mitigation ..................................................................................................................14
3.3 Wetlands .........................................................................................................................15
3.3.1 Affected Environment ............................................................................................... 15
3.3.2 Environmental Consequences.................................................................................... 15
3.3.3 Mitigation ..................................................................................................................16
3.4 Cultural Resources ........................................................................................................17
3.4.1 Affected Environment ............................................................................................... 17
3.4.2 Environmental Consequences ................................................................................... 17
3.4.3 Mitigation ..................................................................................................................17
I
3.5 Biological Resources ...................................................................................................... 18
3.5.1 Affected Environment ............................................................................................... 18
3.5.2 Environmental Consequences ................................................................................... 18
3.5.3 Mitigation ..................................................................................................................19
3.6 Water Quality Issues .....................................................................................................19
3.6.1 Affected Environment ............................................................................................... 19
3.6.2 Environmental Consequences ................................................................................... 20
3.6.3 Mitigation ..................................................................................................................21
3.7 Coastal Resources .......................................................................................................... 21
3.7.1 Affected Environment ............................................................................................... 21
3.7.2 Environmental Consequences ................................................................................... 21
3.7.3 Mitigation ..................................................................................................................22
3.8 Socio-Economic/Environmental Justice Issues ........................................................... 22
3.8.1 Affected Environment ............................................................................................... 22
Environmental Report- Water and Wastewater Infrastructure Page ii
Town ofAyden, North Carolina
3.8.2 Environmental Consequences ................................................................................... 22
3.8.3 Mitigation ..................................................................................................................23
3.9 Miscellaneous Issues ...................................................................................................... 23
3.9.1 Air Quality ................................................................................................................ 23
3.9.2 Transportation ...........................................................................................................24
3.9.3 Noise ......................................................................................................................... 25
4.0 SUMMARY OF MITIGATION ........................................................................................ 26
5. 0 CORRESPONDENCE ....................................................................................................... 27
6.0 EXHIBITS/MAPS ..............................................................................................................28
TABLES
Table I Acres per Area of Zoning Classification ........................................................................... 6
Table 2 Soil Types in Each Area .................................................................................................... 9
Table 3 Characteristics of Soil Types .......................................................................................... 10
Table 4 Acres of Floodplain in Each Area .................................................................................. 14
Table S Endangered, Threatened, and Rare Species in Pitt County ............................................ 18
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Environmental Report - Water and Wastewater Infrastructure Page
Town of Ayden, North Carolina
. ENVIRONMENTAL REPORT
AYDEN WATER WASTEWATER SYSTEMS
'1.0 PURPOSE AND NEED FOR THE PROJECT
1.1 Project Description
The Town of Ayden is located in eastern North Carolina in the County of Pitt. It is situated at
the intersection of NC State Highway 102 and NC State Highway 11 between the cities of
Greenville and Kinston. The location is shown in Figure 1.1 of Section 6.0.
The Town of Ayden operates a public water supply and distribution system and a wastewater
collection and transportation system with the primary service area bounded by the municipal
corporate limits. Within the last few years there has been a need for the town to extend these
services. Many homes outside the town's service area have private wells for water supply with
others on non-profit public water supplies. All homes have septic tanks for wastewater disposal.
Due to the types of soil in the area, many of these septic tanks have begun to fail. This causes
problems not only for wastewater treatment, but also places the groundwater in jeopardy of
contamination.
The town is located within an area that has been designated by the State of North Carolina as the
Central Coastal Plain Capacity Use Area. The designation requires Ayden and other public
water suppliers in the Capacity Use Area to begin incrementally reducing groundwater
withdrawals over a 16-year period. The reductions can be up to as much as 75% of the base
withdrawal rate, which is the case for the Town of Ayden. The rate is determined by the historic
water use in the year 1997 or 2002, whichever is greater.
In order to meet the first 25% reduction by the year 2007, the Town of Ayden, and other
communities within the southern Pitt County area, have been investigating several alternatives of
securing alternative water supplies. The two (2) primary alternatives involve becoming a
member and part of the Neuse Regional Water and Sewer Authority, which will involve
Environmental Report - Water and Wastewater Infrastructure Page 2
Town of Ayden, North Carolina
construction of a regional water system on the Neuse River in Kinston, or purchasing water
directly from Greenville Utilities Commission. Both alternatives require a large water main
along NC Highway 11 to provide sufficient water supply and pressure to the Town of Ayden.
The town will be able to access the major water main at several locations along NC Highway 11.
The water main will provide water supply and pressure enhancements to the existing water
system.
The town is also located within the Neuse River Basin in which the State has adopted riparian
buffer rules to protect and preserve existing riparian buffers in order to maintain their nutrient
removal functions. For location of non-electric utility lines, parallel to streams, the Rule
identifies a Zone 1 and Zone 2 in the buffer. Zone 1 extends 30-feet perpendicular from the top
of stream bank and Zone 2 extends from 30-feet to 50-feet perpendicular from the top of stream
bank. Construction within Zone 1 is only allowed with mitigation. Construction within Zone 2
is allowed provided vegetative cover is provided. The Rules for non-electrical utility lines
crossing perpendicular to streams allow disturbance equal to or less than 40-feet of riparian
buffer.
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Several years ago the town embarked upon a significant voluntary annexation program. The
annexation incorporated many homes near the town that had failing septic systems. To date the
areas have not been provided with municipal water and wastewater infrastructure. The annexed
areas include an area along NC Highway 11/Jolly Road Corridor, an area near the Ayden Golf
and Country Club, and an area near Hines Drive.
The study area has been delineated into two (2) areas, the Northwest Study Area and the
Southeast Study Area. The Southeast Study Area has been further delineated into two (2) sub-
areas, the Golf Club Road Area and the Hines Drive Area. The boundaries of these areas are
delineated on Figure 1.2 provided in section 6.0. The location of the boundaries of the study
areas were influenced by natural drainage, roads, and property boundaries. The total proposed
length of water distribution system piping is 5.3 miles of 6 and 12 inch water lines. The
proposed wastewater collection system is comprised of 7.25 miles of piping. There will be 2.8
miles of 4, 6 and 8 inch force mains and 4.5 miles of 8 to 18 inch gravity lines.
Environmental Report - Water and Wastewater Infrastructure Page 3
Town of Ayden, North Carolina
The Northwest Study Area is generally bisected in an east/west direction by NC Highway 102
and extends from approximately 1.15 miles north of NC 102 to the intersection of NC Highway
11 and South Lee St. The total approximate acreage for the Northwest Study Area is 1639 acres.
The Northwest Study Area also includes a portion of the recently annexed areas along Jolly Road
east of NC Highway 11 and the Hubert Jolly Estate Property on the west side of NC Highway
11. The topography in the Northwest Study Area is gently sloping with elevations ranging from
40 to 75 feet above mean sea level. The natural drainage of the Northwest Study Area is
generally from south to north and west to east by a tributary of Swift Creek. None of the
Northwest Study Area presently has public wastewater infrastructure. Jolly Road has only water
infrastructure.
The Southeast Study Area near Golf Club Road is located predominately southeast of the main
existing corporate limits. It is generally bisected in a north/south direction by Swift Creek. It is
bounded on the north by NC 102 on the east by SR 1723. The Southeast Study Area includes
three (3) parcels of land recently annexed, all of which are wooded/farmland. The established
subdivision around the Ayden Golf and Country Club is situated between two (2) of the larger
annexed areas. None of the three (3) annexed areas presently have access to public water and
wastewater infrastructure. The total approximate acreage of the Southeast Study Area near Golf
Club Road. is 1380 acres. The topography of the Study Area is gently sloping with elevations
ranging form 30 to 70 feet above mean sea level. The area crosses Swift Creek.
The Southeast Study Area near Hines Drive is an area on the east side of town. Hines Drive is
beginning to experience new residential development. The area boarders, but does not cross the
Swift Creek. The total approximate acreage of this portion of the Southeast Study Area is 53
acres. The topography of this portion of the Southeast Study Area is gently sloping with
elevations ranging from 50 to 66 feet above mean sea level.
1.2 Project Motivation
The motivation for this project is two fold. First of all, the septic tanks in private homes around
the Town of Ayden have been continuing to fail, which has prompted the need for wastewater
Environmental Report - Water and Wastewater Infrastructure. Page 4
Town ofAyden, North Carolina
collection lines. The Town of Ayden also falls within the water withdrawal restrictions of the
Central Coastal Plain Capacity Use Area Rules, which mandates that the town decrease their
current water withdrawal. The town is taking steps to ensure that they comply with the rules
,while providing the quantity of water required to meet customer demand. By bringing rural
customers on to the public water supply and allowing private wells to cease pumping, the town
will be able to aid the underlying aquifers in recharge while ensuring that the newly annexed
population is receiving water of proper quantity and quality.
2.0 ALTERNATIVES TO THE PROJECT ACTION
The Town of Ayden has three options in responding to the need for water and wastewater
transmission and collection lines. These alternatives include doing nothing, offering the
community bottled water service, or extending public, potable water and wastewater lines from
the town to the previously described areas. The justification for each is explained below.
0
2.1 Do Nothing
The most economical alternative in dealing with any problem is to do nothing. It costs the town
nothing and also costs nothing for the individuals affected, at this time. However, it fails to
address a critical public health need in the county due to the failing septic tanks, which leaves the
possibility that individuals will have outstanding health issues later in life. It also fails to
respond to a state mandated rule of reducing groundwater withdrawal. Therefore, this is not an
acceptable alternative.
2.2 Bottled Water
Serving the affected homes with bottled water is another option. This would provide quality
water for drinking and cooking. It would also keep with intent of the CCPCUA Rules by
decreasing groundwater withdrawal and ensures that the public does not drink water that is
contaminated by the failing septic tanks. However, this option would be very expensive. The
Environmental Report - Water and Wastewater Infrastructure Page 5
Town ofAyden, North Carolina
residents would need to be provided with bottled water permanently, which is not a practical
alternative for long term home use. It is therefore not a viable option.
•
2.4 Public Potable Water and Wastewater Lines
The most ideal option is to connect the affected areas to the public water and wastewater
systems. This would provide quality water for drinking, cooking, and bathing, while minimizing
the operation and maintenance required at each home. This will allow the aquifers to recover as
well as prevent further environmental degradation due to septic system failure.
3.0 AFFECTED ENVIRONMENT/ENVIRONMENTAL CONSEQUENCES
3.1 Land Use/Important Farmland/Formally Classified Lands
3.1.1 Affected Environment
Based on the official zoning map of the Town of Ayden as shown in Figure 3.1 of Section 6.0,
the Study Area includes the zoning classifications and acreages shown in Table 1.
Table 1 Acres of Zoning Classification per Study Area
St
d
A Zoning Classification Acres
u
y
rea R-12 R-10 R-8 RA-20 RA-20A B-2 LI MF
Northwest 45 0 38 855 56 171 413 0
Southeast 0

Golf Club Rd. 13 43 1117 0 0 10 3
Southeast 0 18 0

Hines Drive 34 0 0 0 0
Total 45 31 81 2006 56 171 413 3
1 ]
The Town of Ayden has a zoning ordinance that governs land use and development within the
municipal corporate limits and outside to its ETJ boundary. Land use planning is a tool that
allows the Town to provide orderly growth and development and also provides for cost-effective
construction of water and wastewater infrastructure. The zoning classifications of the proposed
project area are described below.
Environmental Report - Water and Wastewater Infrastructure Page
Town ofAyden, North Carolina
R-12 Residential District. The primary purpose of this district is to provide for single-family
residential development on lots with a minimum size of 12,000 square feet in neighborhoods that
} receive all of the customary urban services.
R-10 Residential District. The primary purpose of this district is to provide for single-family
residential development on lots with a minimum size of 10,000 square feet in neighborhoods that
receive all of the customary urban services.
R-8 Residential District. The primary purpose of this district is to provide for single-family
residential development on lots with a minimum size of 8,000 square feet in neighborhoods that
receive all of the customary urban services.
RA-20 Residential/Agricultural District. The primary purposes of this district are agriculture
and low density residential development on lots with a minimum size of 20,000 square feet, and
further to provide for certain other permitted and conditional uses. This district is intended to
ensure that residential development not having access to a public water system and dependent on
septic systems for sewage disposal will occur at a low density to provide a healthful
environment.
RA-20A Residential (Manufactured)/Agricultural District. The primary purposes of this district
are agriculture and low density double-side manufactured residential development on lots with a
minimum size of 20,000 square feet, and further to provide for certain other permitted and
conditional uses as set forth herein. This district is intended to ensure that double-wide
manufactured residential development, not having access to public water system and dependent
on septic systems for sewage disposal, will occur at a low density to provide a healthful
environment.
B-2 Highway Commercial District. The primary purpose of this district is to accommodate
those businesses that serve the traveling public, require large amounts of land for display and
parking, and are oriented to the pedestrian shopper.
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Environmental Report- Water and Wastewater Infrastructure
Town of Ayden, North Carolina
Page 7
i
LI Light Industrial District. The LI District is intended to provide for industrial and other uses
which would not be inherently obnoxious and yield only very minimal noise, odor, smoke, light,
vibrations, dust, or the use of dangerous chemicals and/or materials. Adequate buffering
between uses within the district and other bordering districts will be required. The array of
permitted uses is limited to support the environmental protection of this district and the
surrounding areas of Ayden.
MF Multi-Family District. This district is designed to accommodate a variety of attached
single-family dwellings up to a density of eleven (11) units per acre.
All planning and sizing of water and wastewater lines were done with the intent of servicing the
recently annexed areas. Minimal population increases are expected in these areas as each is
already developed. It is therefore not expected that the land will be converted to different zoning
due to this project.
The USDA SCS Soil Survey of Pitt County, North Carolina, November 1974, was reviewed to
determine the soil types in the proposed service area. Table 2 shows the type of soils found in
each of the study areas within the project area.
Table 3 provides a few of the significant characteristics of the soil types found in the proposed
area of work. These characteristics are important for development. The high water table is the
highest level of a saturated zone in the soil in most years. The high water table varies greatly
throughout the proposed project area, from zero in the river to greater than five feet, which is
ideal for development.
Building limitations for dwellings without basements are considered slight if soil properties and
site features are generally favorable for the indicated use and limitations are minor and easily
overcome. They are considered moderate if soil properties or site features are not favorable for
the indicated use and special planning, design, or maintenance is needed to overcome or
minimize the limitations. Building limitations are severe if soil properties or site features are so
unfavorable or so difficult to overcome that special design, significant increases in construction
Environmental Report - Water and Wastewater Infrastructure Page 8
Town ofAyden, North Carolina
costs, and possibly increased maintenance are required. The soils in the proposed project area
cover the spectrum for both building developments without basements and the implementation of
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septic tanks.
Table 2 Soil Types in Each Study Area
Soil T
e S
il N N
th
A
a Southeas t Area
yp o
ame or
re
west Golf Club Rd. Hines Drive
A B Alaga Loam Sand X
AyB Aycock Silt Loam X
Bb Bibb Complex x X
Bd Bladen Fine Sand Loam x X
Co Coxville Fine Sand Loam x X
ExA Exum Fine Sandy Loam x X X
ExB Exum Fine Sand Loam X
GoA Goldsboro Sand Loam x X
GoB Goldsboro Sandy Loam X
Le Leaf Silt Loam X
Ly Lynchburg Fine Sand Loam x X
Na Nahunta Silt Loam X
NrA Nahunta Silt Loam x X
NrB Norfolk Sand Loam x X X
NrB2 Norfolk Sandy Loam x X
OcB Ocilla Loamy Fine Sand x X X
Oe Olustee Loam Sand X
Os Osier Loam Sand x X
Pa Pactolus Loamy Sand X
P Pantego Loam x X X
Po Portsmouth Loam X
Ra Rains Fine Sand Loam x X X
WaB Wagram Loamy Sand x X
Environmental Report - Water and Wastewater Infrastructure. Page 9
Town ofAyden, North Carolina

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Table 3 Characteristics of Soil Types
Soil
Type Depth to High
Water Table (ft) Dwelling Without
Basement Septic Tank
Absor tion Fields
A B > 5 Slight Slight to Severe
A B > 5 Slight to Moderate Moderate
Bb 0 Severe Severe
Bd 0 Severe Severe
Co 0 Severe Severe
ExA 2.5 Moderate Severe
ExB 2.5 Moderate Severe
GoA 2.5 Moderate Severe
GoB 2.5 Moderate Severe
Le 0 Severe Severe
Ly 1.5 Severe Severe
Na 1.5 Severe Severe
NrA > 5 Slight Slight
NrB > 5 Slight Slight
NrB2 > 5 Slight Slight
OcB 2.5 Moderate Severe
Oe 0 Severe Severe
Os 0 Severe Severe
Pa 2.5 Moderate Severe
P 0 Severe Severe
Po 0 Severe Severe
Ra 0 Severe Severe
WaB >5 Slight to Moderate Slight to Moderate
Figure 3.2 in Section 6.0 shows the locations of soils classified by septic suitability limitation.
The total acres of land with various soil classifications are shown in Table 4. Major portions of
the area of Ayden and the surrounding vicinity contain soils that have a severely limited septic
suitability classification. The major areas with soils classified with slight limitations to septic
suitability are concentrated in the older portion of the Town of Ayden. The major portion of the
Southeast Study Area has soils that are classified as severely limited for septic suitability with
only a small area having soils that are classified as slightly too moderately limited for septic
suitability. This is supported by the fact that existing septic tanks within the Ayden Golf and
County Club subdivision areas are already experiencing varying degrees of failure. The
Northwest Study Area generally has better drained soils than the Southeast Study Area, in
Environmental Report - Water and Wastewater Infrastructure Page 10
Town ofAyden, North Carolina
•
particular the portion of the Northwest Study Area east of NC Highway 11 and therefore the area
has more soils classified as slightly limited to septic suitability.
Table 4 Acres of Land with Various Soil Classifications
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Soil Classification (acres)
Total
Study Area Severe Moderate Slight to Slight to Slight Water Area
Severe Moderate
Northwest 1291 5 0 93 246 3 1638
Southeast
1151 4 11 184 30 0 1380
Golf Club
Southeast

Hines Dr. 27 0 0 13 13 0 53
Total 2469 9 11 290 289 3 3071
3.1.2 Environmental Consequences
3.1.2.1 Direct Impacts
The potable water lines will be constructed within existing road rights of way while the
wastewater collection system will be built on previously disturbed, privately-owned land and in
the existing road rights of way where possible. The lift stations will be constructed on cleared
agricultural land with minimal space requirements of 50 feet by 60 feet. The lift station near
Swift Creek will be constructed on a previously developed sub-division lot owned'by the county.
No further clearing will be required. A force main will be directional drilled under Swift Creek.
It will parallel a tributary on the west side of Swift Creek which has been previously
channelized by a Drainage District. The force main will be constructed in Zone 2 of the Neuse
River Buffer Rules which is a minimum of 30-feet and a maximum of 50-feet from the stream
bank top.
All gravity sewer mains not located on the road rights of way will be constructed a minimum of
60-feet perpendicular from the top of bank of any regulated stream which exceeds the
requirements of the Neuse River Basin Rules (outside of Zones 1 and 2).
Environmental Report - Water and Wastewater Infrastructure
Town ofAyden, North Carolina
Page 11
A trench will be dug to lay the water and wastewater lines, but will be filled in with the original
soil. The work will not permanently alter the topography of the land. Additionally, all stream
crossings will be accomplished by way of horizontal directional drilling to avoid any adverse
impacts on or water quality. Also, disturbance of wetlands will be limited to the regulatory
requirements of a Nationwide Permit 12.
The original soil will be used to backfill all trenches in which the water and sewer lines are laid
and therefore the soil in the project area will not be changed. There is also no reason to suspect
that the soil would be contaminated during construction. All construction will be done with
"best management construction practices" as to have very little, if any, adverse impact on
important farmland.
3.1.2.2 Indirect Impacts
Because of its location, the population of Ayden is expected to increase. By laying potable water
lines and wastewater collection lines, the town is proactively preventing sprawl. It is possible,
but highly unlikely, that the water and wastewater systems will indirectly or cumulatively result
in any significant conversion of land from one use to another. The lines and planning were done
with the intent of servicing the existing population that has been annexed. There will most likely
be no conversion of zoning due to this project.
3.1.2.3 Cumulative Impacts
As with the indirect impacts, there will most likely be no cumulative impacts on the land use to
this project.
3.1.3 Mitigation
Any area requiring clearing will be confined to a 40 foot wide corridor. The corridor will be
seeded upon completion of construction. All the water mains will be laid within existing
NCDOT rights-of-way. The wastewater force mains will be laid within existing road rights-of-
Environmental Report - Water and Wastewater Infrastructure Page 12
Town ofAyden, North Carolina
way except for the 8-inch force main across Swift Creek which will be located a minimum of 30-
feet from top of bank in accordance with the Neuse River Buffer Rule. Wastewater collection
•
•
lines that parallel Neuse buffer regulated streams will maintain a minimum of a 60 foot distance
from the top of the bank. This is 10 feet greater than that required by the Neuse Riparian Buffer
Protection Rules.
3.2 Floodplains
3.2.1 Affected Environment
Flood hazard areas have been identified by the Federal Emergency Management Agency
(FEMA) and are delineated in Flood Insurance Rate Maps. These maps show the location of the
100-year flood hazard area. Part of the proposed project area is within the 100-year flood hazard
area. As stated earlier, a portion of the Northwest Study Area straddles most of Swift Creek
Tributary 1, the Southeast Study Area is bisected in a north/south direction by Swift Creek, and
the Hines Drive Area boarders but does not cross the Swift Creek.
Map 3.3 in Section 6.0 is a floodplain map of the Study Area. This floodplain map indicates
areas within the floodway, 100 year floodplain and the 500 year floodplain. The Town of Ayden
has adopted Pitt County's floodplain ordinance which prohibits any development within the
floodway. The floodplain ordinance limits development within the 100 year floodplain with a
requirement that the finished floor elevation must be 2 feet above the 100 year flood elevation.
However, USDA/RD requires that any project using its funding cannot be used to serve any
future user within the floodplain. Accordingly, the Town of Ayden will adopt a resolution
prohibiting water and sewer taps to serve any future development proposed to be located within
the 100-year flood plain. Table 5 shows the flood designated areas within each of the Study
Areas.
Environmental Report - Water and Wastewater Infrastructure
Town ofAyden, North Carolina
Page 13
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Table 5 Acres of Floodplain in Each Area
Study Area Total Area Flood Designation Area (Acreage)
Floodway 100-Year Floodplain 500-Year Floodplain
Northwest 1639 0 39 0
Southeast

Golf Club 1430 138 185 30
Southeast

Hines Dr. 53 0 0 0
Total 3122 138 224 30
3.2.2 Environmental Consequences
3.2.2.1 Direct Impacts
There will be horizontal crossings of the floodplain with pipeline work in a limited number of
locations. These crossings will be by a combination of directional drilling in order to avoid
disturbance of any streams and limited open cut in accordance with a Nationwide Permit 12 of
associated wetlands. The project therefore will not directly impact the actual streams in the 100
year floodplain and have minimal impact on the associated wetlands.
3.2.2.2 Indirect Impacts
New construction and development could create a temporary increase in silt and run-off during
construction. It is possible that the water and wastewater infrastructure will increase the rate of
development in the area but will ultimately reduce sprawl in the planning area. The pipelines
and planning were done with the intent of servicing the existing annexed population.
3.2.2.3 Cumulative Impacts
As with indirect impacts, there will be no cumulative impacts on the floodplain.
0 3.2.3 Mitigation
Environmental Report - Water and Wastewater Infrastructure Page 14
Town ofAyden, North Carolina
The Town of Ayden has adopted and will enforce Pitt County's floodplain ordinance, which
prohibits any development within the floodway. The floodplain ordinance limits development
within the 100 year floodplain and requires that the finished floor elevation must be 2 feet above
the 100 year flood elevation. In addition and in accordance with USDA/RD policy, the Town of
Ayden will pass a resolution prohibiting water and sewer connections (taps) to serve any future
development located within the 100-year floodplain.
All water supply and force main pipelines that cross a waterway will occur by way of directional
drilling underneath the waterway.
3.3 Wetlands
3.3.1 Affected Environment
Wetlands serve as a buffer for aquatic species of plants and animals and are sensitive to
disruption of the soil surface and sedimentation occurring during construction of water systems
and subsequent development of the surrounding areas. A portion of the Northwest Study Area
straddles most of Swift Creek Tributary 1 and the proposed wastewater gravity main will cross
adjacent wetlands. The Southeast Study Area near Golf Club Road is bisected in a north/south
direction by Swift Creek and a force main will cross the creek. The Southeast Study Area near
Hines Drive boarders but does not cross the Swift Creek. All of these creeks and streams have
wetlands adjacent to them.
3.3.2 Environmental Consequences
33.2.1 Direct Impacts
All stream crossings will be accomplished by way of directional drilling. This technique will
avoid any adverse impact on wetland resources or water quality. All wetland disturbances will
be in accordance with the regulatory requirements of a Nationwide Permit 12 to minimize
impact.
i 3.3.2.2 Indirect Impacts
Environmental Report - Water and Wastewater Infrastructure Page 15
Town of Ayden, North Carolina
There could be indirect effects if the availability of public water results in increased construction
activity and development. New construction and development could create a temporary increase
in silt and run-off during construction. Additional impervious surfaces such as roofs and
pavements would increase runoff flowing into wetland areas and streams. However, pipelines
and planning were done with the intent of servicing the existing population that has been
annexed. The project is expected to minimize sprawl for future development.
3.3.2.3 Cumulative Impacts
The potential cumulative impacts are the same as those cited as possible indirect impacts. With
the following mitigation measures in place, there will be no significant adverse impact to
wetlands.
3.3.3 Mitigation
Directional drilling will be used to minimize impact to streams. Disturbance of any wetlands
will be in accordance with the regulatory requirements of a Nationwide Permit 12. Riparian
buffers will also serve to protect wetland resources. Undisturbed buffers in accordance with the
Neuse River Basin Buffer Rule will be retained between force main construction corridors and
the top of banks of perennial streams. An additional 10-foot disturbance (60-feet) from top of
stream bank and beyond the requirement of the Neuse River Basin Buffer Rule will be
maintained on gravity wastewater mains.
Construction corridors will be no wider than absolutely necessary. Disturbed wetland areas will
be returned to original soils and contours in accordance with the regulatory requirements of the
Nationwide Permit 12. Plant communities will be re-established if any wetland plant
communities are destroyed. They will be replaced with plants that are of equal or greater value
than the habitat that was destroyed. Temporarily disturbed wetlands will be reseeded with
annual small grains appropriate to the season and be allowed to revert to natural wetland
vegetation.
Environmental Report - Water and Wastewater Infrastructure Page 16
Town ofAyden, North Carolina
3.4 Cultural Resources
3.3.4 Affected Environment
There are twenty five sites in Pitt County that are listed in the National Register of Historic
Places; however, none of these sites fall within the proposed project area.
3.3.5 Environmental Consequences
3.3.5.1 Direct Impacts
The project will have no direct impact on areas of archeological or historical value because there
are no sites in or around the proposed project area.
3.3.5.2 Indirect Impacts
There could be indirect effects if the availability of public water results in increased construction
activity and development. However, pipelines and planning were done with the intent of
'servicing the existing population that has been annexed. The project is expected to reduce
sprawl of any future development.
3.3.5.3 Cumulative Impacts
There will be no cumulative impacts on such resources.
3.3.6 Mitigation
Because there are no adverse effects to this resource, no additional mitigation measures are
required to protect cultural resources.
Environmental Report - Water and Wastewater Infrastructure Page 17
Town ofAyden, North Carolina
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3.5 Biological Resources
3.5.1 Affected Environment
There are 13 species of flora and fauna in Pitt County that are classified by the U.S. Fish and
Wildlife Service as endangered or as a species of federal concern. While their presence is of
significant concern, the locations of habitats of these ecological resources are not specifically
delineated. The endangered, threatened, and rare species in Pitt County are listed in Table 6.
Table 6 Endangered, Threatened, and Rare Species in Pitt County
t
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Scientific Name Common Name Status
Vertebrates
Haliaeetus Leucocephalus Bald Eagle T
Ammodramus Henslowii Eastern Henslow's sparrow FSC
Noturus Furiosus population 1 "Neuse" Madtom FSC
Lythruurus Matutinus Pinewood Shiner FSC
Trichechus Manatus West Indian Manatee E
Picoides Borealis Red-Cockaded Woodpecker E
Heterodon Simus Southern Ho ose Snake FSC
Invertebrates
Lasmigona subviridis Green Floater FSC
Procambarus Medialis Tar River Crayfish FSC
Elliptio Steinstansana Tar Spiny Mussel E
Fusconaia Masoni Atlantic Pigtoe FSC
Lam silis Cariosa Yellow Lampmussel FSC
Vascular Plants
Tofieldia Glabra Carolina Asphodel FSC
FSC = Federal Species of Concern T = Threatened E = Endangered
3.5.2 Environmental Consequences
3.5.2.1 Direct Impacts
Minimal clearing will be necessary for the project and all stream crossings will be achieved by
way of directional drilling. Any wetland disturbance will be in accordance with the regulatory
requirements of a Nationwide Permit 12. Therefore, there will be no direct adverse impact on
biological resources. It should be noted that grassed road shoulders where a significant portion
of the pipelines will be located are not a suitable habitat for any of the vascular plants.
Environmental Report - Water and Wastewater Infrastructure
Town ofAyden, North Carolina
Page 18
Essentially all of the land suitable for development or agricultural production has already been
cleared and therefore, any future development that might occur will have no adverse effect on
critical habitats for endangered species or plant communities.
3.5.2.2 Indirect Impacts
As previously noted, the availability of public water and wastewater is not projected to accelerate
the development in the area, which could indirectly negatively impact the biological resources.
Therefore, there will be no indirect adverse impacts on biological resources.,
3.5.2.3 Cumulative Impacts
Possible cumulative impacts are the same as those discussed for indirect impacts.
3.5.3 Mitigation
•
The use of directional drilling for stream crossings and adherence to the regulatory requirements
of the Nationwide Permit 12 for wetland disturbance are sufficient to avoid adverse impacts on
biological resources. No additional mitigation is required.
3.6 Water Quality Issues
3.6.1 Affected Environment
3.6.1.1 Groundwater
The Town of Ayden utilizes four wells for its water supply. The current water supplies for
individual homes outside of the town of Ayden are provided by individual wells.
The groundwater quality will likely be improved by the proposed project and definitely not
degraded as the current situation is likely to cause. Existing septic tanks within the Ayden Golf
Environmental Report - Water and Wastewater Infrastructure Page 1
Town ofAyden, North Carolina
and County Club subdivision area are already experiencing varying degrees of failure, which
could lead to degraded groundwater quality.
3.6.1.2 Surface Water
The area of the proposed work will be within the Neuse River public water supply watershed. It
will cross two creeks that drain into the Neuse River. The first creek is the Swift Creek
Tributary 1, which flows into Swift Creek, which in turn drains into the Neuse River. Swift
Creek itself will also be crossed. The Neuse River Basin is classified by the Environmental
Management Commission as a nutrient sensitive water. This classification aims at reducing the
average annual load of nitrogen delivered to the Neuse River from point and nonpoint sources.
3.6.2 Environmental Consequences
3.6.2.1 Direct Impacts
The project will have a positive impact on groundwater levels by reducing the volume of water
withdrawn from the aquifers that serve the area. The Neuse River is a nutrient sensitive water,
which means the state is sensitive to both point and nonpoint sources of nitrogen delivered to the
river. There is a potential for adverse impacts on the quality of surface waters and the adjacent
wetlands if pipeline installation does not properly protect the areas from storm water runoff of
disturbed areas. However, directional drilling will be used beneath streambeds and a Nationwide
Permit 12 for disturbance of wetland serve to minimize run off from the project area. The proper
sedimentation and erosion control techniques will also be used to protect water quality. As
trenching occurs and pipelines are installed in the right-of-way, silt fencing will be installed
along with the use of mesh matting, and seeding and mulching to re-establish turf as quickly as
possible. In addition, rock check dams and temporary sediment traps will be utilized liberally to
capture any temporary silting that may occur. If these measures are properly utilized, there are
no foreseeable adverse impacts on surface water quality.
3.6.2.2 Indirect Impacts
Environmental Report - Water and Wastewater Infrastructure Page 20
Town of Ayden, North Carolina
•
•
As previously noted, the availability of public water and wastewater is not projected to accelerate
the development in the area but should have the benefit of reducing sprawl. Therefore, there
will be no indirect adverse impacts on water resources.
3.6.2.3 Cumulative Impacts
There will be no cumulative adverse impacts on surface water quality resulting from the water
and wastewater system improvements.
3.6.3 Mitigation
The proposed project will use various sedimentation and erosion control measures to provide
safeguards. As trenching occurs and lines are installed in the rights-of-way, silt fencing will be
installed along with the use of mesh matting, and seeding and mulching to re-establish turf as
quickly as possible. In addition, rock check dams and temporary sediment traps will be utilized
liberally to capture any temporary silting that may occur. It should also be noted that stream
crossing swill occur by way of directional drilling underneath the streambeds to avoid
disturbance and increases in turbidity.
3.7 Coastal Resources
3.7.1 Affected Environment
The coastal zone includes the coastal salt waters and adjacent shore lands, including inter-tidal
areas, barrier and other islands, estuaries and land whose use would have a significant impact on
coastal areas.
3.7.2 Environmental Consequences
3.7.2.1 Direct Impacts
Pitt County is not a coastal county; therefore, there will be no environmental consequences to
coastal resources.
Environmental Report - Water and Wastewater Infrastructure Page 21
Town of Ayden, North Carolina
3.7.2.2 Indirect Impacts
There will be no indirect impacts.
3.7.2.3 Cumulative Impacts
There will be no cumulative impacts.
3.7.3 Mitigation
There are no mitigation measures needed for this resource.
3.8 Socio-Economic/Environmental Justice Issues
3.8.1 Affected Environment
This project will involve all households in the study areas regardless of race, color, national
origin, or income. The project locations do not favor any majority or minority groups and will
not favor higher income groups or exclude lower income communities. All potentially affected
community residents will have an appropriate opportunity to participate in decisions about the
proposed water and wastewater pipeline extensions and all questions and comments will be
addressed in a timely manner.
3.8.2 Environmental Consequences
3.8.2.1 Direct Impacts
All areas are being treated equally with respect to new water and wastewater service. Form RD
2006-38 "Civil Rights Impact Analysis" has been completed by the Rural Development Manager
and a copy is included in Exhibit I of this Report.
3.8.2.2 Indirect Impacts
Environmental Report - Water and Wastewater Infrastructure Page 22
Town ofAyden, North Carolina
There are no disproportionate effects to any minority or low-income populations or any other
socio-economic group in the project area. Availability of water and wastewater service is
offered to all properties in a non-discriminatory manner.
3.8.2.3 Cumulative Impacts
There are no disproportionate effects to any minority or low-income populations or any other
socio-economic group in the project area. Availability of water and wastewater service is
offered to all properties in a non-discriminatory manner, except that no future water and
wastewater service connection (taps) will be allowed in the 100-year floodplain.
3.8.3 Mitigation
There are no mitigation measures needed for this issue.
3.9 Miscellaneous Issues
3.9.1 Air Quality
3.9.1.1 Affected Environment
There are no significant sources of air emissions in the proposed area. The county is in
compliance with federal clean air standards.
3.9.1.2 Environmental Consequences
3.9.1.2.1 Direct Impacts
There may be some air quality issues associated with construction, such as increases in dust and
emissions. However, any impacts should be insignificant and short lived.
3.9.1.2.1 Indirect Impacts
Environmental Report - Water and Wastewater Infrastructure page 23
Town ofAyden, North Carolina
If the presence of a public water and wastewater system were to significantly accelerate the pace
of development, there could potentially be indirect adverse impacts on air quality by an increase
in vehicle emissions. Vehicle emissions are a major source of airborne pollutants. As previously
noted, the availability of public water and wastewater is not projected to accelerate the
development in the area, therefore, there will be no indirect adverse impacts on air quality.
'3.9.1.2.3 Cumulative Impacts
Possible cumulative impacts are the same as those discussed as possible indirect impacts.
3.9.1.3 Mitigation
No mitigation measures are required.
3.9.2 Transportation
3.9.2.1 Affected Environment
The project area is served by a network of two-lane roadways and NC Highway 11, which is a
four-lane highway. The project will not be crossing the railroad. A NCDOT Encroachment
Agreement will be required for all work on NCDOT rights-of-way.
3.9.2.2 Environmental Consequences
3.9.2.2.1 Direct Impacts
There will be temporary and minor traffic disruptions during construction of the improvements.
There will be no permanent impacts.
3.9.2.2.2 Indirect Impacts
is
Environmental Report - Water and Wastewater Infrastructure Page 24
Town ofAyden, North Carolina
If the presence of water and wastewater systems results in a significant increase in the pace of
construction, roadway capacity would be impacted. However, this is not expected to occur
because of this project and therefore no adverse indirect impacts on transportation.
3.9.2.2.3 Cumulative Impacts
As with indirect impacts, there will be no adverse cumulative impacts.
3.9.2.3 Mitigation
Work crews installing the pipelines should have persons on site with flags to warn and direct
traffic as needed. Work zone signs should also be utilized as appropriate and as required by the
NCDOT.
3.9.3 Noise
3.9.3.1 Affected Environment
The area of concern is primarily rural or agricultural. There are no significant sources of noise
besides those generated from typical highway use.
3.9.3.2 Environmental Consequences
3.9.3.2.1 Direct Impacts
Some temporary increases in noise will occur during construction. Noise associated with
construction will be short-lived and insignificant. The work will be confined to daylight hours
when most people are awake and at work.
3.9.3.2.2 Indirect Impacts
F-1
Environmental Report - Water and Wastewater Infrastructure Page 25
Town of Ayden, North Carolina
If the improvements result in a significant increase in the pace of development, there could be an
increase in vehicular traffic and the associated noise. However, as stated earlier this is not
anticipated to occur because of this project.
3.9.3.2.3 Cumulative Impacts
There will be no significant increase in noise levels attributed to this project.
3.9.3.3 Mitigation
No mitigation is required.
4.0 SUMMARY OF MITIGATION
All mitigation measure incorporated into this report and summarized below will be incorporated
into the Letter of Conditions issued to the town as a condition of loan approval.
• Any area requiring clearing will be confined to a 40 foot wide corridor. The cleared
corridor will be provided a vegetative cover upon completion of construction. All water
pipelines and some force mains and gravity wastewater mains will be laid within existing
road rights-of-way. Other force main and wastewater gravity pipelines will be located
perpendicular and parallel to perennial and intermittent streams. The location of these
pipelines will adhere to the requirements of the Neuse River Basin Buffer Rule with the
exception that gravity wastewater pipelines will extend an additional 10-foot from top of
stream bank (60 feet total) beyond the requirements of the Neuse River Basin Buffer
Rule.
C b:
• The town will enforce Pitt County's floodplain ordinance which prohibits any
development within the floodway and limits development within the 100 year floodplain
with a requirement that the finished floor elevation must be 2 feet above the 100 year
flood elevation. However, the town will adopt a resolution to prohibit any future water
Environmental Report - Water and Wastewater Infrastructure. Page 26
Town of Ayden, North Carolina
and sewer service connections (taps) in the 100-year floodplain in accordance with
USDA/RD requirements.
• Directional drilling will be used to minimize impacts streams and a Nationwide Permit 12
will minimize impacts on wetlands.
• A Nationwide Permit 12 will also serve to protect wetland resources. A vegetative cover
will be provided all wetland disturbance and existing trees and shrubs will be protected as
far as practicable.
• Construction corridors will be no wider than absolutely necessary and in accordance with
regulatory requirements. Disturbed wetland areas will be returned to original soils and
contours. Plant communities will be re-established if any wetland plant communities are
destroyed. They will be replaced with plants that are of equal or greater value than the
habitat that was destroyed. Temporarily disturbed wetlands will be reseeded with annual
small grains appropriate to the season and be allowed to revert to natural wetland
vegetation.
• The town will use various sedimentation and erosion control measures to provide
safeguards and will secure a Sedimentation and Erosion Control Permit from the NC
Division of Land Resources. As trenching occurs and lines are installed in the right-of-
way, silt fencing will be installed along with the use of mesh matting, and seeding and
mulching to re-establish turf as quickly as possible. In addition, rock check dams and
temporary sediment traps will be utilized liberally to capture any temporary silting that
may occur. It should also be noted that stream crossing swill occur by way of a
directional drill underneath the streambeds to avoid disturbance and increases in
turbidity.
• Work crews installing the pipelines will have persons on site with flags to warn and
direct traffic as needed. Work zone signs should also be utilized as appropriate. A
NCDOT Encroachment Agreement will be secured for any work performed on the
NCDOT rights-of-way.
5.0 CORRESPONDENCE

Environmental Report - Water and Wastewater Infrastructure Page 27
Town of Ayden, North Carolina
Comments have been solicited from the U.S. Fish and Wildlife Service and the State Historic
Preservation Office, the Federal Emergency Management Agency and the US Army Corps of
Engineers. Their comments are included in Section 6.0 Exhibits/Maps. Also, included in
Section 6.0 Exhibit/Maps is the Request for Environmental Scoping and the RD 2006 - 38 Civil
Rights Impact Analysis for this project.
6.0 EXHIBITS/MAPS
Exhibit I Correspondence/Comments - Review Agencies
• US Fish and Wildlife
• NC Department of Cultural Resources - HPO
• NC Department of Administration - State Clearinghouse
• NC Wildlife Resources Commission
• NC Division of Environmental Health
• NC Division of Water Quality
• Request for Environmental Scoping
i
• RD-2006-38 Civil Rights Impact Analysis
Figure 1.1 Town of Ayden Location Map
Figure 1.2 Study Area Location Map
Figure 3.1 Town of Ayden Zoning Map
Figure 3.2 Map of soils classified by septic suitability limitation
Figure 3.3 Floodplain map of the Study Area
Environmental Report - Water and Wastewater Infrastructure Page 28
Town of Ayden, North Carolina
_- - •??? 4u.1a raa cat bdi vatlu t.' UskA RD GRYE 1XIj'E'.rfG
¦'•._.
USDA-RD
Form RD 2006-38
(12-94)
Civii;- Ughi'a Impac't.,/# n atyai
CertfflCatiO'J.
1. Office and Division or L&a ion
2. Proposed Policy Action:. t

•

1.y ,? _ 8 cx?t? Vii[
I certify I have reviewed and analyzed appropriate documr-1.1ar!ou and determined that:
( k one and,provido the telaired inibrmati(m)
a: No major civil rights impact is Ikely to re's'alt it'the proposal action is implementcd.
Summariz : your rea9or:s ;q?tthis onclusiot?. Td ot?tif}° prrrting infcematijin and statistical data.
00 IS
b. A major civil rights impact, as ds:scribcd 'kelow, is `firAy t,; result if 'rh : propov-d action is
implemented.' .
Identify the group which may be -odverscly afie?•r 8. Summarize your reasons for this
conclusion. Id- ttify supporting oa`ormation ac„1:°Faasdral data.
To minimft t the potent ei for ar:. adverse: m.*4 i .t, the fr ilowi jg altar; itives or suppleuxntal
action(s) eio recommendA
e u1 k o ar g C?fft ' Date
Q001 k

-N1W! •

J

e'

M `
Foan RD 1006-38 (12-94) .
- -- --- ?.,? -VVV U-)VA xli ux;:r:r,t!.1,Lr, ,Nc
L ,
AT.TAd?HNLI NT FORMlID 2006-3g
•--
soft
CIVIL iIG?' S MPAC'E ANAL j SIS
CEO T-FICAT ION
Pitt County - Water and, Wastewater Svstelm. Improvements
Propo: ed .Con`?tructi,rin
The proposed construction of a wat-sr tre, fitment p1wi(for /.he above rvf r.enced applicant
will not have a negativcr ,1z dispropartionpLie imF, Of t:)w;c..ri ??ny >opula; ion segment of the
area to be served. This ?l ,tenninatic?n is upported b i th.,; bjlo /ping:
Y .
• All residents within. J.ie Town of Ayclcr. and the ETA .:e supPoI/d of this proposed
construction. A pubYic meeting will formal -y be heli a. A. later date 'out any resident
kmowledgeable of the proposed project has been supportive, The Ayden Town
r Council is also very slipportive4o thy: proposed coyintrdetion.
All residents within Ayden and the ETJ servics, w. vt •• ijl be saved rusu 1ting in mutual
benefit being derivt l for everyone v)ithin the s, .-L %-it. ; aea.
• The Town of Ayde,,'which iriw ora'cs
Ip the ir..aj«lity of tht; service arev. is composed
of 4,622 residents. F.e co:rding to the ,'000 cejisu.,, thy; racial ir,ak ur, is tt,3 follows:
2202 (1;.61%) White
2289 X49.52%) .131ack
8 (0,17%) A erigan indiari
9 (r) .19%) Asian
114 (z. S10/6) Other
'ENTITY Median Household Income (200. Census D.,4)
• 524,004
The applicant will sign, -„ ocumeat,o ,obligoing'theta to.. comply with thr; Ci-vil Rights Act of
1964, Title VI, Title 1X.bf the'Education,Amend cdetr s c-fi 1972 and ?,tP,;;r vinous laws
protecting individual r eil5ts includ?rtg the.4mer',%;av Dis Oihfy A ts.
The applicant has becit the recipient of p rior r .,.ce rzad l; c Jzra.1. ftindi-;,fi, in t}iO.Tfac? lnr'? i-
0002
.
THE
WOOTEN
COMPANY
ENGINEERING
PLANNING
ARCHITECTURE
•
301 West 14th Street
Greenville NC 21834
"0757.1096
fax [phone]
i N. C. Department of Administration
.. ,
State Clearinghouse
1301 Mail Service Center
Raleigh, NC 27699-1302
Re: Water and Wastewater System Improvements
Town of Ayden, North Carolina
TWC Project ##2393-J
l
Dear Sirs:
i .
Enclosed are sixteen. (16) copies of the Request for Environmental Scoping with
j accompanying maps for the above required' project. Please forward to us all
comments you may receive.
If you should have any questions, please let us know,
Sincerely,
i .
THE WOOTEN COMPANY
By
Amos L. ore, Jr., P. E.
ALWrmb
C: Adam Mitchell, Town Manager
Doug Causey, Rural Development Manager
Enclosures
I
REQUEST FOR ENVIRONMENTAL SCOPING
For use by USDA-Rural Development in gathering information In preparation of an
environmental Review.
Part 1 Type or Print in Black Ink
1. PROJECT INFORMATION
al AppEcant/Reoipient:
in of Ayden
Street/PO Box: I y;
4144 West Avenue Ay den
County: on c erson:
Pitt County
Type of Appllcant/Recipient:
A. State E. interstate 1. State Controlled Institution of Higher Learning
B. County F. Intermunicipal J. Private University
C. Municipal G. Special District K. Indian Tribe
D. Township H. Independent School Dist: L. Individual
Water Transmission and Distribution System Improvements
Area of Impact (cities, counties, etc.): Estimated number
Town of Ayden, Pitt County Persons benefiting:
5,000
Federal Agency to Receive Request (name & complete address):
Doug Causey
USDA Rural Development
403 Government Circle
Suite No. 3
Greenville, NC 27834
Iteviewing Agency ID #:
NC Zip Code:
28513
Phone (Include Area Code):
252-746-7030
(Enter Appropriate Letter)
M. Non-Profit Organization L
N. Other (Specify):
Project art Date:
Duration:
months
State Clearinghouse:
® NO ? YES project #
a. New b. Revision c. Continuation
Fa
Rolorwa?%l i niucrwI iv= trurpose, t_xpected Accomplishments, Major Tasks - Attach Estimated Line Item Budget)
This project, Water and Wastewater System Improvements, consists of
three (3) parts, Part I consists of water and wastewater system extensions in A line item budget summary is as follows:
the Southwest Study Area, Part II consists of water and wastewater t
sys em
extensions in the Northwest Study Area and Part III consists of wastewater
system rehabilitation by replacement of approximate 3,550 LF of existing 15-
Inch interceptor sewer. The water system extensions include approximately Construction -Wastewater
5.3 miles of 6 and 12-inch water mains connecting to the existing Town of Construction - Water
Ayden water distribution system. The wastewater system extensions
consists of approximately 4.5 miles of 8, 10, 15 and 18-inch gravity sewers, Construction Contingency 10%t
Sub-Total
four (4) new wastewater pumping stations with approximately 2.8 miles of 4
,
6, and 8-inch force mains. All of the wastewater extensions will connect to
w
Engineering
the To
n of Ayden existing wastewater collection system. Wastewater for
the Town of Ayden is treated by the Contentnea Metropolitan Sewerage Land and Easements

I
District which is a regional wastewater treatment plant serving the Towns of Legal
Ayden, Winterville and Grifton in southern Pitt County. Potable water for the Permitting
project will be provided by the existing deep wells presently serving the Town
of Ayden; however, by 2008, water will be provided by a new surface water Total Estimate of Probable Cost
plant near Kinston owned by the Neuse River Water and Sewer Auth '
only.
The purpose of the project is to provide a public water supply and public
wastewater service to areas recently annexed by The Town of Ayden and
other areas within the ETJ that are experiencing documented
malfunctioning septic systems. i
$4,865,000
430,000
530,000
$5.825.000
875.000
75,000
50,000
5.000
$6,830,000
Name & Title (Certifying Representative): Signature Date:
?IIIIIMs L. Moore, Jr., P.E., Project Manager
IF PROJECT INCLUDES CONSTR
"Submit sixteen (16) Copies Inc],
8'/a X 11 project location map (as
described on next page) To:
JCTION/ LAND ALTERATION COMPLETE PART 2 ALSO
North Carolina Department of Administration
State Clearinghouse
1301 Mail Service Center
Raleigh, North Carolina 27699-1302
19191807-2425
Page 1
ENVIRONMENTAL INFORMATION FOR CONSTRUCTION/DEVELOPMENT PROJECTS
"Supply 16 copies of map (e.g. county, highway, USGS topo (if possible)) of proposed project site & surrounding area. Mark area to
be acquired & construction site.
Part 2
i?RENT LAND USES (estimated percentages)
a. Urban/Built Up: 65% c. Forest Land: 15% e. Wetland (Marsh/Swamp): 4%
b. Agricultural: 15% d. Water: 10% f. Other (Explain):
B. UTILITIES (existinal

Water System: Name Town of Ayden
Line Size

® Central: Individual:
Length: Project
D

a. City/Town: Town of Ayden a. Well:
40 miles emand
Per Day
b. County: b
Oth
.
er:
Diameter:
c. Private: gals

Sewer System: Name Town ofAyden .2-10
Line Size 549,000
Project
® Central: individual: Length: Demand
a. City/Town: Town of Ayden a. Septic: Per Day
b. County: b. Other: Diameter:

c. Private: gals
81',10", 12", 15" 475,000
Street Improvements: NO ? YES, describe:
^.- I ITII ITIPR rnrnnncor!\

Water System: Name Town of Ayden
PI-Cental' ? Individual:
City/Town: Town of Ayden a. Weil:
County. b. Other:
c. Private:
Sewer System: Name Town ofAyden
® Central: Q Individual:
a. City/Town: a. Septic:
b. County. b: Other:
c. Private:

Street Improvements: ® NO 0 YES, describe:
Length: Demanc
Per Day
5.3 miles 11
gals
4". 6". S". 12"
Line Size 5,000
Length: Gravity and
Force Main Demand
. 7.25 miles Per Day
Diameter: gals
15,000
4" thru 18"
s
Alteration
(planned use) Present Use
(before change) Previous Use
(historical)
Acres Percent of
Project Area
To Be Acquired Agricultural Agricultural 0.5 <1%
To Be Developed Agricultural (Pump Station) Agricultural 0.5 <1%
To Be Originally Cleared Forested Forested. 1.8 5%
Pipeline Easements
To Be Landscaped
Pump Station Lots Agricultural/Forested Agriculturat'Forested 0.5 <1%
To Be Covered by Imperrne- N/A N/A 0 0
able Surface (square feet)
Cut (cubic yards) Road Shoulder/Forested Road Shoulder/Forested 31
2 100%
e Trench .
To Be Filled (cubic yards)
Pipeline Trench Road Shoulder/Forested Road Shotuder/Forested 31.2 100%
Page 2
Part 2 (continued)
E. TOPOGRAPHY AND VEGETATIVE TYPES BY ACRE
ypes or ve getation

e
A of Soil Types Forested on-Forested
cres Area (use USDA and SCS classification) Pine Hardwood Mixed Brush Grassland Other

31.2 100 AgI3, Bb, EXA, GOA, L y, OCB, Ra, WaB, Na X X
5-10% x x X X
over 10%
F. CULTURAL RESOURCES (archeological, historic, architectural)
1. Please give any known archeological or historic sites on project land:
None
2. What kind, it any, site preparation has already been conducted:
None
3, Has area been previously surveyed by archeologist? If so give name of principal Investigator and date of survey:
No
4. ? YES ® NO Are buildings/ structures on site now? (abandoned barns, farmhouses, tobacco sheds, bridges, etc.)
If yes, approximate age;
ny of these structures be demolished? (Indicate which):
Not Applicable
6. WIII any of these structures be rehabilitated or renovated? (Indicate which):
Not Applicable _
7. Please Include photographs of any buildings over 25 years old
Not A licable
U. tNVIKUNMENT
1. Check if any publicly owned/leased recreational/conservation lands are within one mile radius of the site:
? State Park or Forest ? Wildlife Game Lands or Refuge ? State Rivers ? Dedicated State Nature Preserve
? National Park or Forest ? State Estuarine Reserve ? Registered Natural ? State or Federal Wilderness Area
® Heritage Areas
Municipal Park ? State Trails
2. Stream that surface runoff from project area drains Into (Illustrate relative position on maps): The project will cross Swift Creek Tributary 1,
which flows Into Swift Creek, which In turn drains into the Neuse River. Swift Creek itself will also be crossed.
3. ij YES Site includes/borders on L__J YES Site includes/borders on ? YES Site Includes/borders on
® NO trout waters classified by
DWQ and/or WRC Io NO estuarine waters NO drinking water source
YES ® NO The project will involve Impoundment or withdrawal of water. If yes, mark Impoundment on map..
If Impoundment Is planned, the amount of water to be impounded is approximately I -? acrelteet and surface acres.
----------------
The Impoundment will be created by a dam approximately feet In height.
Page 3
Part 2 (continued)
G. ENVIRONMENT - continued
.,. -vat., lua Known mineral oeposlts of commercial value on site:
6. Note classes of wildlife known to exist in the general area:
® Bear ® Turkey ? Small Game (squirrel, quail, rabbit, raccoon, dove, etc.
® Deer ® Waterfowl Federal/State Listed Endangered/Threatenod Species (osprey, eagle, alligator, red cockaded
woodpecker, etc.)
WIII proposed forestry practices such as burning, clearcutting, or thinning have adverse or desirable effects on any of the above species?
Explain:
No. Majority of project will be constructed on public road rights-of-way already cleared. Pipeline easements through forested
areas will be seeded to reestablish ground cover.
8. Are proposed pesticides or herbicides known to have adverse effects on humans or any of above species? Which Pesticides/herbicides?
Which species?
will be used
alternatives or mitigating actions, if any, have been considered to avoid Impacts (i.e. alternative projects, sites, etc.):
Do nothing, provide the area with bottled water.
10. Description and acreage of branches, creeks, streams, rivers, or wetlands which will be filled as a consequence of the proposed activity:
None will be filled. All waterways will be crossed by horizontal directional drilli
11. WIII any water courses be altered or placed beneath the ground? YES NO
If yes, linear feet
12. Description of mitigation measures which will be employed to avoid, reduce, or compensate for wetland Impacts associated with the proposed activity:
ra 40watiand crossings will be
done by horizontal directional drilli
Page 4
Part 2 (continued)
H. LOCAL IMPACT OF PROJECT
1. Give name, position and office telephone numher of an Inrllvirtiinl t„ the ,.....,.,.1-4- 1,,,._ ____. _
?rNP-,., 1 ywonuntlnt unit that ran conTlrm the _
compatibility of the proposed activity with existing and/or proposed land use or economic development plans:
Name: Position: Phone:
A
ligarn Mitchell Town Manager [phone]
your opinion, what aspect of proposed activity will have the most significant negative environmental impact on site and
W
surrounding area? (consider traffic, noise, aesthetics, odors, loss of acres etc.):
Additional noise and traffic increase In construction activity of ro ect
.
3. In your opinion, what aspect of proposed project will have the most significant positive Influence on project area
This project will provide existing residents with a safe, potable source of drinking water that will not further deplete the
ground water aquifer. It will also provide an alternative for wastewater disposal other than s
ti
t
k
ep
c
an
s where it is documented
by the local county health department that existing septic tanks are malfunctioning. It will furthermore prevent sprawl with the
potential or more failing septic systems.
4. YES NO Will an environmental review document (e.g. environmental assessment) be prepared for the funding agency?
If yes, above, has It been prepared yet? YES NO
5. Check where effects are applicable. Give numerical estimates in last column, If possible.
ons ruc on Phase- ono ase
Effect Increase Decrease Minor Moderate Major Minor Moderate Major Estimate
Employment f no, jobs
Immigration to --

County no. pee a
Tax Base amount T
Sediment f

Y
lonsiday
Thermal Discharge max.lemp.dse
Chemicals type(s)
Smoke
sources
Road Closures no.roads
New Roads total miles

Traffic no. vehicles
Agricultural/Forestry
no. aceea
Operaflons f J
Cultural R Lj=c:S
Additional Remarks: _
NONE
0
North Carolina Department of Administration
Submit sixteen (16) copies of Parts 1 and 2 with State Clearinghouse
maps (8 %' x11' reproducible) to: 1301 Mail Service Center
Raleigh, North Carolina 27699-1302
[phone]
Page 5
f i
r
i
4
I
y t
i 4
?t
r
r
i t
i!
i t

'q caps
Town of Ayden
Zoning
Figure 3.1
Legend
* City Limits 0&1
O ETJ PUD
Zoning Classification R-10
B-1 R-12
B-2 R-8
CON RA-20
H-1 RA-20A
L-1
i,° MF
MH
N
W' E
S
Miles
0 0.25 0.5 1 1.5
HEL Consulting Planners, Inc.
MAY 19, 2005
Environmental Report
Water and Wastewater Systems
Infrastructure Development Plan
- f
10
Figure 1.2
e ° ° ° .is Proposed Water &
B ° 12 •?
p
-" %
I _ mm
Wastewater Infrastructure
° TOWN OF AYDEN
??-••-?,_, o
10 C PITT COUNTY, NC
s•
0 7 4-
p 4
e e Water & Sewer Symbols
10 < t r ® Force Main Junction Box
0 1 3
A
¦ Proposed PumpStation
°
:... .. , °
° Proposed Manhole
,? ..
u ,d 100 ?? 4y ¦ Existing PumpStation
14 • Existing Manhole
Water and Sewer
Existing Waste Water Gravity Main
• ?-
LLL
12 Existing Waste Water Force Main
°s Future Waste Water Extension
\ s ¦ ¦ ¦ Proposed Waste Water Force Main
0 41
o : ¦ ¦ • • Proposed Waste Water Gravity Main
° •
?• .... Proposed Water Main
err °S° 0 °0 ° ° °°1S ° \? - ---7. ° . : Study Areas
° ,S
• 00 o e ° ??- NW Study Area
.,
_ c
?o u
? • - -o.. e ' < SE Study Area
" , _ ° ° ¦ ¦ .e, 0- Major Roads
-+--? Railroads
. _.?._ \ _ e • i - Rivers & Streams
a ?• s Existing Water Service Area
•.• 0 NC 11 Corridor
lip
??• ?._..1 Ayden Town Limits
._..?,! ` •?+! '/ 10
\ I l._..1 Ayde
n ETJ
?L
THE WOOTEN COMPANY
a.1 G o atx i[.iI a.
i i
;July 2005
1 inch equals 2,000 feet
0 625 1,250 2400 3,150 5,000
ce s' j
•+rs.?.• - :,ne i e t har.z ?a ..<??1.eo per _ Fy.: "xi ? tl.8'1_RCOS
?? da Environmental Report
G? 6
Water and Wastewater Systems
'po
i ,_,
Infrastructure Development Plan
a. : s .700 ° 0 n •? 7 t Figure 3.2
Soil types Classified
,} `•? by Septic Suitability.
12 0
m 111 ° •?
Ve TOWN OF AYDEN
42
'PITT COUNTY, NC
All Soils Septic Suitability
.?_.° Severe
U °o
C 10 r.?
2 ¦ ?, ? s s
Moderate
1u ,r 10 s 10 .?..?s,,.. ? Slight to severe
o 4.==? 1
a ?' ° ! 1 = Slight to Moderate
10
r.. "?,?•°?? . Slight
Water
14 =.,
10 10?
millillilligillillillillillilillilljlllllllillillillI 10 r Water & Sewer Symbols
a 12 ® Force Main Junction Box
12 y
s ,„"?'? ¦ Proposed PumpStation
j iT_ ,as•"+,? ¦ 0 Proposed Manhole
14
1 ¦ Existing PumpStation
• 0 ?? •
e i Exiting Manhole
15, .
Water & Sewer Lines
JA "k
a ° • • 12
ssssmsmm Existing Waste Water Force Main
t
i t imssmsms Existing Waste Mater Gravity Main
Future Waste Water Extension
?t
? s 'y ,? ° i ,®,.,?___?. -,,,?? f=, \ ? ¦ ¦ ¦ Proposed Waste Water Force Main
a, ° o o c , ° o, 0,. 0 0 015 ? ¦ • • Proposed Waste Water Gravity Main
ss t s
«.....,,,,,,,,,• ? 0`"=?..?„ ¦ • ¦ Proposed Water Main
?? pr
1a ci. a 1 Study Areas
!I * ¦ a s s ¦y 15 NW Study Area
? s ' • ' jj ?_ e a 5E Study Area
24
14 - Existing Water Service Area
Major Roads
i` - Roads
42
Ayden Town Limits
10
.0 ( ! • Ik l i Ayden ETJ
s mkt ?,.
Proposed NC 11 Bypass Corridor
_°°,„J '•
30
THE WOOTEN COMPANY
July 2005
1 inch equals 2,000 feet
0 625 1,250 2,500 3,750 5,000
?•• " ?' ` GBqS SPC G untyVrytlenl' ' r Sauer pO,Am?Qmeni t1
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0
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Environmental Report
Water and Wastewater Systems
• Infrastructure Development Plan
Y Figure 3.3
r Floodplain
TOWN OF AYDEN
PITT COUNTY, NC
,
FEMA Flood Hazards (LIDAR Derived)
i ..,
to &e .?..?• . Floodway
100 Year Floodplain
' - 500 Year Floodplain
Water 8 Sewer Symbols
,-
• ® Force Main Junction Box
¦ Proposed PumpStation
° Proposed Manhole
¦ Existing PumpStation
12
"" ° -- • Existing Manhole
v
Water and Sewer
o''ts •° =„°@,x.a• ?_ -_ l to Existing Waste Water Gravity Main
.1 0 12
t =_-•_- _•• Existing Waste Water Force Main
i Future Waste Water Extension
• / - ¦ ¦ ¦ Proposed Waste Water Force Main
¦ ¦ ¦ Proposed Waste Water Gravity Main
015 pe
° " ¦ ¦ ¦ Proposed Water Main
0,0
o 10 Study Areas
.: a r
° NW Study Area
o a ?' SE Study Area
e V - Major Roads
i %° - Roads
I
? ?° - Existing Water Service Area
,2
o •' a Proposed NC 11 Bypass Corridor
/ r•'c • J1 vim...'
/// ? ? ?• L.,..i Ayden Town Limit
Ayden ETJ
°
THE WOOTEN COMPANY
1? I'V EX6iNE EAINd PL 0.N N!XL RPCxiiFO?UAE
I t?'? 1 if/
July 2005
i 1 inch equals 2,000 feet
/ k.
0 575 1,250 2500 7,750 5,000
/ FeN
-o ument (S \GlsPdt CountyaydmMater Sw eryrjWmendment_11Mana Calcl
?? ---/den Fb5ddaln Fig3a_11x17.mxd)8112M05-1121.39AM
Part 2 (continued)
E. TOPOGRAPHY AND VEGETATIVE TYPES aY ArRF
Types of Vegetation
F. - .:---

e

Acres
% of
Soil Types I ---
Forested
Non-Forested
W Area (use USDA and SCS classification) . , Pine Hardwood Mixed Brush Grassland Other

5-10% 31.2 100 AgB, Bb, EXA, GOA, Ly, OCB, Ra, WaS, Na x x x x x x

over 10%
t-. UUL I URAL RESOURCES (archeolonical, historic. architectural)
1. Please give any known archeological or historic sites on project land:
None
2. What kind, if any, site preparation has already been conducted:.
None
3. Has area been previously surveyed by archeologist? If so give name of principal Investigator and date of survey:
I -
No
4• ? YES ® NO Are buildings/ structures on site now? (abandoned barns, farmhouses, tobacco sheds, bridges, etc.)
If yes, approximate age:
ny of these structures be demolished? (Indicate which):
Not Applicable
6. Will any of these structures be rehabilitated or renovated? (indicate which):
Not Applicable _
7. Please Include photographs of any buildings over 25 years old
Not A licable
G. tNVIKUNMENT
1. Check if any publicly owned/leased recreational/conservation lands are within one mile radius of the site:
? State Park or Forest ? Wildlife Game Lands or Refuge ? State Rivers ? Dedicated State Nature Preserve
? National Park or Forest ? State Estuarine Reserve ? Registered Natural ? State or Federal Wilderness Area
® Heritage Areas
Municipal Park ? State Trails
2. Stream that surface runoff from project area drains into (illustrate relative position on maps): The project will cross Swift Creek Tributary 1,
which flows into Swift Creek, which in turn drains into the Neuse River. Swift Creek itself will also be crossed.
3. YES Site includes/borders on YES Site includes/borders on YES Site indudes/borders on
® NO trout waters classified by
DWO and/or WRC ® NO. estuarine waters 1--,1 NO drinking water source
YES ® NO The protect will involve Impoundment or withdrawal of water. if yes, mark impoundment on map.
If I'D
is planned, the amount of water to be impounded is approximately acre/feet and surface acres.
The Impoundment will be created by a dam approximately feet In height.
Page 3
Part 2 (continued)
G. ENVIRONMENT - continued
5. Describe known mineral deposits of commercial value on site:
6. Note classes of wildlife known to exist in the general area:
® Bear ® Turkey ? Small Game (squirrel, quail, rabbit, raccoon, dove, etc.
® Deer ® Waterfowl FederaUState Listed Endangered/Threatened Species (osprey, eagle, alligator, red cockaded
woodpecker, etc.)
Will proposed forestry practices such as burning, clearcutting, or thinning have adverse or desirable effects on any of the above species?
Explain:
No. Majority of project will be constructed on public road rights-of-way already cleared. Pipeline easements through forested
areas will be seeded to reestablish ground cover.
B. Are proposed pesticides or herbicides known to have adverse effects on humans or any of above species? Which pesticides/herbicides?
Which species?
will be used
alternatives or mitigating actions, if any, have been considered to avoid impacts (i.e. alternative projects, sites, etc.):
Do nothing, provide the area with bottled water.
10. Description and acreage of branches, creeks, streams, rivers, or wetlands which will be filled as a consequence of the proposed activity:
None Will be filled. All waterways will be crossed b horizontal directional drilli
11. Will any water courses be altered or placed beneath the ground? YES NO
If yes, linear feet
112. Description of mitigation measures which will be employed to avoid, reduce, or compensate for wetland impacts associated with the proposed activity:
LOWetland crossings will be done by horizontal
directional dnllln4.
Page 4
Part 2 (continued)
H. LOCAL IMPACT OF PROJECT
1. Give name- nnsitinn AflA „rs, a lnleni _: __
lunit
ans: at can contlrm the
compatibility of the proposed activity with existing and/or proposed land use or economic development ?
p
Name: Position:
Phone:
a
m Mitchell Town Manager [phone]
your opinion, what aspect of proposed activity will have the most significant negative environmental impact on site and
W
surrounding area? (consider traffic, noise, aesthetics, odors, loss of acres etc.):
Additional noise and traffic increase in construction activity of rooect.
3. In your opinion, what aspect of proposed project will have the most significant posltive Influence on project area?
This project will provide existing residents with a safe, potable source of drinking water that will not further deplete the
ground water aquifer. It will also provide an alternative for wastewater disposal other than septic tanks where it is documented
by the local county health department that existing septic tanks are malfunctioning. It will furthermore prevent sprawl with the
potential or more failing septic systems.
4. YES NO Will an environmental review document (e.g. environmental assessment) be prepared for the funding agency?
If yes, above, has It been prepared yet? L F71
YES LL'J NO
5. Check where effects are applicable. Give numerical estimates in last column, if possible.
ens uc on ase Operational Phase
Effect Increase Decrease Minor Moderate Major Minor Moderate Major Estimate
Employment no. jobs
Immigration to

County no. pee a
Tax Base 'f amount
Sediment f f tonstday
Thermal Discharge max.tempaise
Chemicals type(s)
Smoke
sources
Road Closures no.roads
New Roads total miles

Traffic
Vr no. vehicles
Agricultural/Forestry
no. acres
Operations
- Nr f
Cultural R
Additional Remarks:
NONE

Submit sixteen (16) copies of pails 1 and 2 with
maps (8 %" x11 " reproducible) to:
North Carolina Department of Administration
State Clearinghouse
1301 Mail Service Center
Raleigh, North Carolina 27699-1302
[phone]
Page 5
September 22, 2005
ENGINEERING
PLANNING
ARCHITECTURE
•
301 West 14th Street
Greenville NC 27834
52.757.1096
fax [phone]
Mr. Garland Pardue
US Fish and Wildlife
Raleigh Ecological Services Office
551 F. Pylon Dr.
Raleigh, NC 27606
Re: Environmental Report
Water and Wastewater Infrastructure Improvements
Town of Ayden, North Carolina
TWC Project #2393-J
Dear Mr. Pardue:
The Town of Ayden is in the process of performing an environmental review pursuant to
the National Environmental Policy Act for the USDA, Rural Utilities Service in order
that it may assess the environmental impacts of the Town's proposed water and
wastewater infrastructure project in Pitt County, North Carolina. The project is being
proposed because first of all the septic tanks in private homes around the Town of Ayden
have been continuing to fail, which has prompted the need for wastewater collection
lines. The Town of Ayden also falls within the water withdrawal restrictions of the
Central Coastal Plain Capacity Use Area Rules, which mandates the Town decrease it's
current groundwater withdrawal. The Town is taking steps to ensure that it complies
with the rules while providing the quantity of water required to meet customer demand.
By connecting rural customers to the Town's public water system, the Town will be able
to aid the underlying aquifers to recharge while ensuring that the newly annexed
population is receiving water of proper quantity and quality. Enclosed are maps that
depict the proposed project's area of potential effect for all construction activities and a
description of the work involved.
The proposed project does not represent a "major construction activity" as defined in 50
CFR 402.02. We have reviewed the list of threatened and endangered species in Pitt
County and do not believe the proposed project will affect any species listed. Please
advise us of any present concerns you may have related to possible effects of the project
on species or critical habitat.
We would appreciate a response within 30 days. If you need any further information or
wish to discuss the project, please contact me at [phone].
Sincerely,
THE WOOTEN COMPANY
B r ?u
Y
Amos L. M re, Jr., P. E.
C: Adam Mitchell, Town Manager
Doug Cause, Rural Development Manager
Enclosure
t
1
a ?
y s
)H? I tiµ?1?r
Town of Ayden
Zoning
Figure 3.1
Legend
''"''•,,..• City Limits
O ETJ
Zoning Classification
B-1
B-2
?*V CON
H-1
L-1
MF

t
d1l 0&1
dil PUD
* R-10
dil R-12
R-8
RA-20

RA-20A
_ MH
N
WE
S
Miles
0 0.25 0.5 1 1.5
I lolConsulting Planners, Inc.
MAY 19, 2005

•
0
0
ao00 c0`
- - Environmental Report
A_ Water and Wastewater Systems
Infrastructure Development Plan
Figure 3.2
Soil ty es Classified
-JU w-: I p
by Septic Suitability

^ m m o
m 12
o is
°'°,
01-- Q! TOWN OF AYDEN

::i? ?
?m
If n ?J NC
PITT COUNTY
f
p
m 10 5
0 ISO
y
r ,
Solis Septic Suitability

Severe
0 10
0 0 s .: ¦ ¦ ¦ ¦ ¦ :..

\ Moderate
0 1
10" 10 10 ?..r ,•r•.
%
1 Slight to severe

Slight to Moderate

?,- Slight
12

;L- '
s
P2

s c - °

i
7- * If
0
1 x
4
14.0... s +,_ .. i
d- -- - - - '®„s,t
f e. . Water
F
ry? ?
Water & Sewer Symbols
® Force Main Junction Box
' ¦ Proposed PumpStaticn
0 Proposed Manhole
1
¦ Existing PumpStation
c 1 • Existing Manhole
15z' Water B Sewer Lines
12
smossmsi Existing Waste Water Force Main
@"°?"""'® •°'y
Existing Waste Water Gravity Main
o
•
s
0 Future Waste Water Extension
3
t ", .. ¦
Proposed Waste Water Farce Main
0
A • ¦ • Proposed Waste Water Gravity Main
15
. ,,,?, .,?,.°
mss" t"?•?„, • ¦ ¦ Proposed Water Main
ie m
ti ?e +1, Study Areas
` ; ..B¦ . ¦ . 1 b s ! NW Study Area
14 • "•?,'^ a SE Study Area
- Existing Water Service Area
Major Roads
?-
- ?4,
-Roads
'
0 42 Ayden Town Limits
r 1
Ayden ETJ
5 ? ?
Proposed NC 11 Bypass Corridor

i-EWOOTENCOMPANY

R j July 2005
1 inch equals 2,000 feet

0 625 1,250 2,500 3,750 5,000

- Feet
E; SAO' VGIS'.at C i, ryWYdenlNlat Sewe _F?`Am 9mem._I1
.+ 'xldV ode. Sa15wt> 3 m.+? 9 -C05

•
•
0
September 22, 2005
Ms. Renee Gledhill-Earley
North Carolina Department of Cultural Resources
Historic Preservation Office

THE 507 North Blount St.
Bailey-Gallant House

WOOTEN I Raleigh, NC 27604
COMPANY Ke: Environmental Report
Water and Wastewater Infrastructure
E N G I N E E R I N G Town of Ayden, North Carolina
' TWC Project #2393-J
PLANNING
ARCHITECTURE Dear Ms. Gledhill-Earley:
The Town of Ayden is in the process of performing an environmental review pursuant to
the National Environmental Policy Act for the USDA, Rural Utilities Service in order
that it may assess the environmental impacts of the Town's proposed water and
wastewater infrastructure project in Pitt County, North Carolina. The project is being
proposed because first of all the septic tanks in private homes around the Town of Ayden
have been continuing to fail, which has prompted the need for wastewater collection
lines. The Town of Ayden also falls within the water withdrawal restrictions of the
Central Coastal Plain Capacity Use Area Rules, which mandates the Town decrease it's
current groundwater withdrawal. The Town is taking steps to ensure that it complies
with the rules while providing the quantity of water required to meet customer demand.
B
y connecting rural customers to the Town's public water system, the Town will be able
to aid the underlying aquifers to recharge while ensuring that the newly annexed
population is receiving water of proper quantity and quality. Enclosed are maps that
depict the proposed project's area of potential effect for all construction activities and a
description of the work involved.
We have reviewed the National Register of Historic Places in Pitt County and there were
not any historic properties that would be affected by this project; however, the Town of
Ayden requests the assistance of your office in identifying historic properties that are
eligible for listing on the National Register of Historic Places that may be affected by the
project. Please provide any recommendations you may have to mitigate or avoid these
impacts to properties that may be affected.
We would appreciate a response within 30 days. If you need any further information or
wish to discuss the project, please contact me at [phone].
Sincerely,
THE WOOTEN COMPANY
301 West 14th street
Greenville NC 27834 Bye"'
Amos L. ore, Jr., P. E.
C: Adam Mitchell, Town Manager
2.751.1096 Doug Causey, Rural Development Manager
252.7
57.3121
Enclosure
i ya5fA7F o,,
North Carolina Department of Cultural Resources
State Historic Preservation Office
Peter B. Sandbeck, Administrator
Michael F. Easley, Governor Office of Archives and History
Usbeth C. Evans, Secretary Division of I iistorical Resources
Jeffrey J. Crow, Deputy Secretary David Brook, Director
October 11, 2005
Amos L. Moore, Jr.
The Wooten Company
301 West 14th Street
Greenville, NC 27834
Re: Water and Wastewater Infrastructure, Town of Ayden, TWC Project #2393 J, Pitt County,
ER 05-2280
Dear Mr. Moore:
Al" ...
Thank you for your letter of September 22, 2005, concerning the above project.
We have conducted a review of the project and are aware of no historic resources that would be affected by
e project. Therefore, we have no comment on the project as proposed.
The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the
Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36 CFR
Part 800.
Thank you for your cooperation and consideration. If you have questions concerning the above comment,
please contact Renee Gledhill-Earley, environmental review coordinator, at 919/733-4763. In all future
communication concerning this project, please cite the above-referenced tracking number.
Sincerely,
.r vzea- 1? .
Peter Sandbeck

tyl 1 I m
THE WO01"ki
GREENVILLE NL

Location Mailing Address Telephone/Fax
ADMINISTRATION 507 N. Blount Street, Raleigh NC 4617 Mad Service Center, Raleigh NC 27699-4617 [phone]/733-8653
RESTORATION 515 N. Blount Street, Raleigh NC 4617 Mad Service Center, Raleigh NC 27699-4617 [phone]/715-4801
SURVEY & PLANNING 515 N. Blount Street, Raleigh, NC 4617 Mad Service (:enter, Raleigh NC 27699-4617 [phone]/715-4801
f'
United States Department of the Interior
FISH AND WILDLIFE SERVICE
Raleigh Field Office
Post Office Box 33726
Raleigh, North Carolina 27636-3726
2O0y,
October 27, 2005
Mr. Amos L. Moore, Jr., P.E.
The Wooten Company
301 West 14"i Street
Greenville, North Carolina 27834
Re: Water and Wastewater Infrastructure Improvements, Town of Ayden, Pitt County, NC
Dear Mr. Moore:
Thank you for your letter, dated September 22, 2005, requesting comments from the U.S. Fish
and Wildlife Service on the subject project. Our comments are submitted pursuant to, and in
accordance with, provisions of the Endangered Species Act of 1973, as amended (16 U.S.C.
1531 et seq.) (Act).
Based on the information provided and other information available, it appears that the proposed
project is not likely to adversely affect any federally-listed endangered or threatened species,
their formally designated critical habitat, or species currently proposed for listing under the Act.
We believe that the requirements of section 7(a)(2) of the Act have been satisfied. Please
remember that obligations under section 7 consultation must be reconsidered if: (1) new
information reveals impacts of this identified action that may affect listed species or critical
habitat in a manner not previously considered; (2) this action is subsequently modified in a
manner that was not considered in this review; or, (3) a new species is listed or critical habitat
determined that may be affected by the identified action.
i
Thank you for your cooperation with our agency in protecting federally-listed species. If you
have any questions or comments, please contact Mr. David Rabon at [phone], extension
16, or via email at [e-mail].
Sincerely,
0 -t 2 -
Pete Benjamin
Ecological Services Supervisor
i
North Carolina
Department of Administration
Michael F. Easley, Governor
Mr. Amos L. Moore
Town of Ayden
c/o The Wooten Company
301 West 14th Street
Greenville, NC 27834
October 3, 2005
Gwynn T. Swinson, Secretary
Dear Mr. Moore:
Subject: Scoping - Project of improving water and wastewater system which entails Part I & Part
II - water & sewer extensions in the S. W. & N.W. areas, and Part III - system
rehabilitation.
The N. C. State Clearinghouse has received the above project for intergovernmental review. This
project has been assigned State Application Number 06-E-0000-0097. Please use this number with
all inquiries or correspondence with this office.
Review of this project should be completed on or before 11/03/2005. Should you have any
questions, please call [phone].
Sincerely,
Ms. Chrys Baggett
Environmental Policy Act Coordinator
Mailing Address:
1301 Mail Service Center
Raleigh, NC 27699-1301
Telephone: [phone]
Fax[phone]
State Courier #51-01-00
e-mail: [e-mail]
An Equal Opportuntty/Afrmative Action Employer
"T 0
"1 5 2005
Location Address.
116 West Jones Street
Raleigh, North Carolina
puw
North Carolina
Department of Administration
Michael F. Easley, Governor Gwynn T. Swinson, Secretary
November 8, 2005
Mr. Amos L. Moore
Town of Ayden
c/o The Wooten Company
301 West 14th Street ,nv 'i
Greenville, NC 27834
Dear Mr. Moore:
Re: SCH File # 06-E-0000-0097; Scoping; Improving water and wastewater system which entails
Part I & Part II - water & sewer extensions in the S.W. & N.W. areas, and Part III - system
rehabilitation.
The above referenced environmental impact information has been submitted to the State Clearinghouse
under the provisions of the National Environmental Policy Act. According to G. S. 113A-10, when a
ate agency is required to prepare an environmental document under the provisions of federal law, the
Onvironmental document meets the provisions of the State Environmental Policy Act. Attached to this
letter for your consideration are the comments made by agencies in the course of this review.
If any further environmental review documents are prepared for this project, they should be forwarded to
this office for intergovernmental review.
Should you have any questions, please do not hesitate to call.
Sincerely,
Ms. Chrys Baggett
Environmental Policy Act Coordinator
Attachments
cc: Region Q
ailing Address:
1301 Mail Service Center
Raleigh, NC 27699-1301
Telephone: [phone]
Fax [phone]
State Courier 051-01-00
e-mail Chrys.Baggett&cmail.net
An Equal Oppor1unity14fJ2rmative Action Employer
Location Address:
116 West Jones Street
Raleigh, North Carolina
/ AV
NCDENR
North Carolina Department of Environment and Natural Resources
Michael F. Easley, Governor
5 6 7R William G. Ross Jr., Secretary
v ?
Nov z00.5
MEMORANDUM oE0 a
TO: Chrys Baggett
State Clearinghouse
FROM: Melba McGee
Environmental Review Coordinator
SUBJECT: 06-0097 Scoping - Water Transmission and Distribution System
Improvements, Town of Ayden in Pitt County
i
DATE: November 4, 2005
The Department of Environment and Natural Resources has reviewed the
proposed information. The attached comments are for the applicant's
information.
Thank you for the opportunity to review.
Attachments
01 Mail Service Center Raleigh, North Carolina 27699-1601
Phone: [phone] FAX: [phone] Internet: www.enr.state.nc.us/ENR/
An Equal Opportunity/Affirmative Action Employer - 60 % Recycled 110 % Post consumer Paper
NorthCarohna
Na&i4i4
•
9 North Carolina Wildlife Resources Commission
Richard B. Hamilton, Executive Director
MEMORANDUM
TO: Melba McGee, Environmental Coordinator
Office of Legislative and Intergovernmental Affairs o` NOV,2005
Carolina Department of Environment and Natural Resources " 200
Ncc
N
FROM: Maria Tripp, Northeast Coastal Region Coordinator
Habitat Conservation Section
`s
DATE: October 27, 2005 a?C.
SUBJECT: Scoping comments for Water Transmission and Distribution System Improvements,
Town of Ayden, Pitt County, North Carolina.
OLIA No 06-0097
This memorandum responds to a request from the Town of A den for our concerns regarding the
effects of proposed water transmission and distribution system improvements to fishery and wildlife
resources. Biologists from the North Carolina Wildlife Resources Commission (Commission) have
reviewed the provided material. Our comments are provided in accordance with provisions of the Fish
and Wildlife Coordination Act (48 Stat. 401, as amended; 16 U.S.C. 661 et seq.) and the North Carolina
Environmental Policy Act (G.S. 113A-1 et seq., as amended; 1 NCAC-25).
The Town of Ayden proposes to extend and improve water and wastewater services to areas
recently annexed by the Town and other areas within the ETJ. Approximately 5.3 miles of water line
extensions, 4.5 miles of gravity sewer line extensions, and the replacement of 3,550 linear feet of
interceptor sewer are proposed in the three part project.
To provide a thorough review of proposed project impacts on fish and wildlife resources, we
request that consultants, project sponsors, or permit applicants provide the following information in the
environmental documents:
1. Include descriptions of fish and wildlife resources within the project area, and a listing of federally or
state designated threatened, endangered, or special concern species. When practicable, potential
borrow areas to be used for project construction should be included in the inventories. A listing of
designated species can be developed by consulting information from:
The Natural Heritage Program
i,7iv-\v.ncsparks.net/nhp/search html
2. If designated threatened, endangered, or special concern species are in the area, surveys should be
conducted by biologists with both state and federal endangered species permits.
Mailing Address: Division of Inland Fisheries • 1721 Mail Service Center • Raleigh, NC 27699-1721
Telephone: [phone] • Fax: [phone]
Town ofAyden
OLIA No. 06-0097
Page 2
October 27, 2005
3. Include descriptions of any streams or wetlands affected by the project.
4. Include project maps identifying wetland areas. Identification of wetlands may be accomplished
through coordination with the U.S. Army Corps of Engineers (COE). If the COE is not consulted, the
person delineating wetlands should be identified and their credentials listed.
5. ! Provide information on existing, planned, and projected sewer and water infrastructure service
throughout the service area. A map showing the location of the existing and projected lines and areas
containing special resources should be included.
6. Define the service area for the project, including any ETJs (extra-territorial jurisdiction), and provide
a map of the service area. The map and description should provide the NCDWQ designated 14 digit
hydrologic unit codes (HUC) included in the service area.
7. Provide a description of project activities that will occur within wetlands, such as fill or channel
alteration. Acreage of wetlands impacted by alternative project designs should be listed.
8. Provide a description and a cover type map showing acreage of upland wildlife habitat impacted by
the project.
9. Discuss the extent to which the project will result in loss, degradation or fragmentation of wildlife
habitat (wetlands and uplands).
10. Discuss any measures proposed to avoid or reduce impacts of the project or to mitigate unavoidable
habitat losses.
11. Discuss the cumulative impacts of secondary development facilitated by the proposed project. Such
discussion should weigh the economic benefits of such growth against the costs of associated
environmental degradation.
(a) Include specific measures that will be used to address stormwater at the source. Include specific
requirements for both residential and industrial developments and Best Management Practices
(BMPs) that will be required.
(b) Include specific measures that will be used to protect stream corridors, riparian habitat, and a
minimum of the 100-year floodplain from filling and development. Commitments by the project
sponsors to protect area streams with riparian buffers through purchase or conservation easement are
of particular interest
12. Include a list of document preparers that shows each individual's professional background and
qualifications.
We appreciate the opportunity to provide input in the early planning stages for this project. If we
can be of further assistance, please me at [phone].
N0? 2t,U5 J?
?;.
°§06

DEPARTMENT OF ENVIRONMENT AND Project #
NATURAL RESOURCES 06-0097
DIVISION OF ENVIRONMENTAL HEALTH Countya
Pamlico
Inter-Agency Project Review Response
Project Name: George Street Type of Project: Revitalization Project
Comments provided by:
Regional Program Person
Regional Supervisor for Public Water Supply Section
Central Office pro r m person
Name: Fred Hil lephone #: [phone] Date Rec'd: 10-20-05
Date Rev'd: r10-25-05
Program within Division of Environmental Health:
0 Public Water Supply
Other, Name of Program
R
FN I esponse (check all applicable): 2 4
No objection to project as proposed
41O
F No comment G??
cF aS
Insufficient information to complete review
Comments attached Rc?
?OZ 618 ?1
to,
See comments below
Potable water service will be provided by Pamlico County water system. Water supply wells and the
treatment facility should not be adversely affected by the renovations planned for this project.
Plans and specifications should be submitted for approval by this Section for any new water distribution
lines; and new sewer lines and lift stations should be designed and constructed to meet minimum
separation distance requirements from existing potable water lines.
Return to :
Public Water Supply Section
Environmental Review Coordinator
for the
Division of Environmental Health
I
Exhibit 2 Page 2
- DEPARTMENT OF ENVIRONMENT AND. Pro
o t Number
NATURAL RESOURCES 097
DIVISION OF ENVIRONMENTAL HEALTH County
Pamlico

Inter-Agency Project Review Response
Project Name Georee St. Type of Project_ Revitalization Project
? The applicant should be advised that plans and specifications or all water system
improvements must be approved by the Division of Environmental Health prior to the
award of a contract or the initiation of construction (as required by 15A NCAC 18C
.:0300et. seq.).. For information, contact the Public Water Supply Section, (919)
733-2321.
r

? :
This project will be classified as a non-community public water supply and must comply
with state and federal drinking water monitoring requirements. For more information the
applicant should contact the Public Water Supply Section, [phone].
? If this project' is constructed as proposed, we will recommend closure of feet of
adjacent waters to the harvest of shellfish. For information regarding the shellfish
sanitation program, the applicant should contact the Shellfish Sanitation Section at (252)
726-6827.
? The soil disposal area(s) proposed for this project may produce a mosquito breeding
.
`
problem. For information concerning appropriate mosquito control measures, the
applicant should contact the Public Health Pest Management Section at [phone].
? The applicant should be advised that prior to the removal or demolition of dilapidated
structures, a extensive rodent control program may be necessary In order to prevent the
migration of the rodents to adjacent areas. For information concerning rodent control,
contact the local health department or the Public Health Pest Management Section at
[phone].
? The applicant should be advised to contact the local health department regarding their
requirements for septic tank.installations (as required under 15A NCAC 18A. 1900 et.
sep.). For information concerning septic tank and other on-site waste disposal methods,
contact the On-Site Wastewater Section at [phone].
? The applicant should be advised to contact the local health department regarding the
sanitary facilities required for this project.
? If existing water lines will be relocated during the construction, plans for the water line
relocation must be submitted to the Division of Environmental Health, Public Water
Supply Section, Technical Services Branch, 1634 Mail Service Center, Raleigh, North
Carolina 27699-1634, [phone].
For Regional and Central Office comments, see the reverse side of this form.
Jim McRight PWS 10-12-05
Reviewer Section/Branch Date
w ?,t A State of North Carolina
Reviewing Office:
CDENR Department of Environment and Natural Resources /
Project Number: zoV / ?ue Date: .
INTERGOVERNMENTAL REVIEW - PROJECT COMMENTS
After review of this project It has been determined that the DENR permit(s) and/or approvals indicated may need to be obtained in order for this project
to comply with North Carolina Law. Questions regarding these permits should be addressed to the Regional Office indicated on the reverse of this form.
All applications, information and guidelines relative to these plans and permits are available from the same Regional Office.

I is
PERMITS SPECIAL APPLICATION PROCEDURES or REQUIREMENTS Normal Process lime
(Statutory Time Limit)

Permit to construct & operate wastewater treatment Application 9o days before begin construction or award of construction

facilities, sewer system extensions & sewer systems
contracts On-site Inspection. Post-application technical conference usual 30 da
ys
not discharging into state surface waters. , {90 days)
NPDES-permit to discharge Into surface water and/or Application 180 days before begin activity. On-site inspection preapplication
permit to operate and construct wastewater facilities conference usual. Additionally, obtain permit to construct wastewater treatment 90 -120 days
discharging Into state surface waters, facility-granted after NPDES. Reply time, 30 days after receipt of plans or Issue (N/A)
of NPDES permit-whichever is later.
Water Use Permit Preapplication technical conference usually necessary 30 days
(N/A)
? Well Construction Permit Complete application must be received and permit issued priorto the 7 days
installation ofa well. (15 days)
. Dredge and Fill Permit Application copy must be served on each adjacent riparian property owner.
- On-site Inspection. Preapplication conference usual. Filling may require Easement 55 days
" to Fill from N.C.Department of Administration and Federal Dredge and Fill Permit (? days),
? Permit to construct & operate Air Pollution Abatement
facilities and/or Emission Sources as per 15 A NCAC. N/A 60 days
(2Q.0100, 20.0300,2H.0600)
Any open burning associated with subject proposal
must be in compliance with 15 A NCAC 213.1900
Demolition or renovations of structures containing
asbestos material must be in compliance with
15 A NCAC 2D.1110 (a) (1) which requires notification N/A 60 days
and removal prior to demolition. Contact Asbestos (90 days)
Control Group 919-733-0820.
? Complex source Permit required under 15 A NCAC
2D.0800
The Sedimentation Pollution Control Act of 1973 must be properly addressed for any land disturbing activity. An erosion & sedimentation 20 days
control plan will be required if one or more acres to be disturbed. Plan filed with proper Regional Office (Land Quality Section) at least 30 (30 days)
days before beginning activity. A fee of $50 for the first acre or any part of an acre.
? The Sedimentation Pollution Control Act of 1973 must be addressed with respect to the referenced Local Ordinance. 30 days
Sedimentation and erosion control must be addressed in accordance with NCDO-rs approved program. Particular attention should be
given to design and installation of appropriate perimeter sediment trapping devices as well as stable stormwater conveyances and outlets.
? Mining Permit On-site inspection usual. Surety bond filed with DENR. Bond amount varies with
type mine and number of acres of affected land. Any are mined greater than 30 days
one acre must be permitted. The appropriate bond must be received before (60 days)
the permit can be issued.

North Carolina Burning permit
On-site inspection by N.C.Divis)on of Forest Resources if permit exceeds 4 days i
1 day
(N/A)
I ? Special Ground Clearance Burning Permit-22 counties On-site Inspection by N.C. Division of Forest Resources required Tmore than five 1 day
In coastal N.C.with organic soils. acres of ground clearing activities are involved inspections should be requested (N/A)
at least ten days before actual burn is planned'
Oil Refining Facilities N/A 90 -120 days
(N/A)
PERMITS
I [] Dam Safety Permit
w

? Permit to drill exploratory oil or ,Well
? 1 GeophWcal Explora- ion p mkt
? I -----
State Lakes Canstruct(on Permit
? 401 Water Quality Certification
? CAMA Permit for MAJOR development
? I - CAMA Permit for MINOR development
SPECIAL APPLICATION PROCEDURES or REQUIREMENTS
if permit required, application 60 days before begin con
must hire N.Cqualifed engineer to: prepare pl stru
anx 0On' Applicant
construction Is according to DENR a P ?AeR construction, certify
mosquito control program, and a 404 a mil plans May also require Permit under
An Inspection of site is necessary to verify Hazard oasrpficauonlA minimum
fee of $200.00 must accompany the application. An additional
based on a percentage or the total processing fee
project cost will be required upon completion.
File surety bond of $5,000 with DENR running to State of N.C conditional that any
well opened by drill operator shall, upon abandonment, according
to DENR rules and regulations be plugged
Application filedstandardwith DENRapplicaatd onoleafstr10 days prior to issue of permit Application
by letter. Nom
Application fees based on structure size is charged. Must ()dude descriptions
& drawings of Structure & proof of ownership of riparian property.
N/A
$250.00 fee must accompany application
550.00 fee must accompany application
? Several geodetic monuments are located In or near the project area. If any monument needs to be moved or destroyed, Please notify:
N.C. Geodetic Survey, Box 27657 Raleigh, N.C.27611
Abandon- t f
Normal Process Time
(Statutory Time Limit
30 days
(60 days)
10 days
(N/A)
10 days
(N/A}
15 - 20 days
(N/A)
55 days
030 days)
60 days
(130 days)
22 days
(25 days)
en o anywells,ifrequired must be in accordance with Tide 15A.Subchapter 2C.010o.
? Notification of the proper regional office is requested if "orphan' underground storage tanks (LISTS) are,
iscovered d
? Compliance with 1SA NCAC 2H 1000 (Coastal Stormwater Rules) is required. unng any excavation oQeration,
I Other comments (attach additional pages as necessary, being certain to cite comment authority)
^ry NOV 2005
" RECEIVED
45 days
(N/A)
Questions regarding these p ermits should b

? Asheville Regional Office
59 W e addressed to the Regional Office marked below.
p Mooresville Re
io
l o

oodfn Place
Asheville, N.C. 28801
( g
na
ffice
919 North Main Street
Mooresville
N
C
28
127 C Wilmington Regional Office
Cardinal Drive Extensio

828) 251-6208 ,
.
.
115
[phone] n
Wilmington,
Wilmington, N.C.28405

•
? Fayetteville Regional Office
225 Green Street, Suite nal 714
? Raleigh Regional Office

3800 B [phone] .
?~- +-_ •'_-?-• ••
`''''' '
El Winston-Salem R
i

Fayetteville, N.C. 28301
[phone]
arrett Drive, P.O. Box 27687 Raleigh, N.C. 27611 eg
onal Office
585 ghtown Street
[phone] Winston-Salem, N.C.27107
[phone]
? Washington Regional Offi
ce
943 Washington Square Mall
Washington, N.C.27889
[phone]

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Town of Ayden
Zoning
Figure 3.1
•
Legend
City Limits
O ETJ
Zoning Classification
B-1
B-2
CON
H-1
L-1
` MF
MH
0&1
PUD
R-10
R-12
R-8
RA-20
RA-20A
N
WE
S
s

Miles
0 0.25 0.5 1 1.5
He-?Consulting Planners, Inc.
MAY 19, 2005
f 6
Environmental Report
.4 Water and Wastewater Systems
•"'? Infrastructure Development Plan
', ? j
°•°°°` Figure 3.2
a ?, •? : Soil types Classified
`..o• o ?? J' Q - 12 o by Septic Suitability'
04
10
TOWN OF AYDEN
..,_ mQT
ITT COUNTY,
P N
m?
}G lo 3 Solis Septic Suitability
c Ago o Severe
?. \ 8
2 ¦ ti 10
1
? ? 0 ? \ `? ¦ ¦ ¦ a ¦ a i ¦¦ ?-- ?,.. ? - a. Moderate
C ?
to ,o -Slight to Severe
o too 6 _ L e•.?.........?••
a t°-.; s? 1 Slight to Moderate
0
H ?,, ?•?•
Slight
10 ,a 100 Water
,z ?o - .,. ..> '`'? ?.? 1 Water & Sewer Symbols
1z ® Force Main Junction Box
' j; • I
• .? / ¦ Proposed PumpStation
u i ,. .?
o Proposed Manhole
` ¦ Existing PumpStatlon
t
•
? ? • Existing Manhole
i is µ ,l
? i ,
y. I Water & Sewer Lines
¦ ®?" p ,_ ? is nommons Existing Waste Water Force Main
i1r, •??•? _,_ •?,: ? ® Existing Waste Water Gravity Main 112 0 ...
s - - ? Future Waste Water Extension
o ..
-?
o _ o - o f6..ma. s=.,??,!<, \ ? • • • Proposed Waste Water Force Main
?• o 4051
0 ° 0 J o is ¦ ¦ ¦ Proposed Waste Water Gravity Main
• o p'? s s °
¦• ?? ?..?,_ c f ?r ?`"?.,... ¦ ¦ ¦ Proposed Water Main
.0- _ rz 1 Study Areas
?. r r8rc ®r ¦q . ¦ 156 ` .q.6 ?. NW Study Area
i ze i u C3 SE Study Area
Existing Water Service Area
® - Major Roads
' ,` [ i •'... •? f -Roads
42
I i , to
r 1. ?? Ayden Town Limits
Ayden ETJ
9 I-A
- , ..' 14 11 eI - df • V^ Proposed NC 11 Bypass Corridor
30
,, .
THE WOOTEN COMPANY
r s
., s..? July 2005
i '? d o r 1 inch equals 2,000 feet
D 625 1250 2500 3,750 5,000
Feet
t - - - _ Aora. StPlttCauntylAydenlWater Serer ppWmendment 11
e , ;r? Mara?Cal. W'S Ayden Sal &A Fg3-2 11.17.-d)8112/2005
i

•
0
NORTH CAROLINA STATE CLEARINGHOUSE
DEPARTMENT OF ADMIT S TRAT ION
INTERGOVERNMENTAL REVIEW

MS RENEE GLEDHILL-EARLEY
CLEARINGHOUSE COORD
DEPT OF CUL RESOURCES
ARCHIVES-HISTORY BLDG - MSC 4617
RALEIGH NC
REVIEW DISTRIBUTION
CC&PS - DEM, NFIP
DEHNR - COASTAL MGT
DENR> LEGISLATIVE AFFAIRS
DEPT OF CUL RESOURCES
DEPT OF' TRANSPORTATION
MID EAST COMMISSION
STATE NUMBER: 06-E-0000-0097 H03
DATE RECEIVED: 10/03/2005
AGENCY RESPONSE: 10/31/2005
REVIEW CLOSED: 11/03/2005
t G
2 3 .,
"AA 4
n 7' e. l ?lV) I?Yt?ivl Gh?2
NOV 2005
liti.?`iM
BOA
C4
PROJECT INFORMATION
APPLICANT: Town of Ayden
TYPE: National Environmental. Policy Act
ERD: Scoping
C: Project of improving water and wastewater system which entails Part I & Part II -
water & sewer extensions in the S.W. & N.W. areas, and Part III system
rehabilitation.
The attached project has been submitted to the N. C. State Clearinghouse for
intergovernmental review. Please review and submit your response by the above
indicated date to 1301 Mail Service Center, Raleigh NC 27699-1301.
If additional.review time is needed, please contact this office at [phone].
AS A RESULT OF THIS REVIEW THE FOLLOWING IS SUBMITTED:
NO COMMENT
COM NTS ATTACHED
SIGNED BY: -
EC IVIED
DATE: OCT 2 2005
0 C T 1 2
o? WATF9Q
69 G
r
5 -q
a
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
June 5, 2006
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 06-0722
Pitt County
Town of Ayden
Attn: Mr. Adam G. Mitchell
PO Box 219
Ayden, NC 28513
Subject Property: SE Area and Hines Drive, Wastewater System Improvements
UT Swift Creek (030409,27-97-(0.5), C, SW, NSW]
REQUEST FOR MORE INFORMATION
Dear Mr. Mitchell:
On May 1, 2006, the Division of Water Quality (DWQ) received your application dated April 17, 2006,
with additional information received by DWQ on May 17, 2006 to impact 2,800 linear feet of streams and
an unknown amount of protected riparian buffer to install sewer lines in the southeaster area and along
Hines Drive in the Town of Ayden, NC. The DWQ has determined that your application was incomplete
and/or provided inaccurate information as discussed below. The DWQ will require additional
information in order to process your application to impact protected wetlands and/or streams on the
subject property. Therefore, unless we receive three copies of the additional information requested
below, we will have to move toward denial of your application as required by 15A NCAC 2H.0506 and
will place this project on hold as incomplete until we receive this additional information. Please provide
the following information so that we may continue to review your project.
Additional Information Requested:
1. Please ensure that you complete the table in the permit application for the buffer impacts on page
11 of the PCN. All temporary and permanent buffer impacts must be reported on the PCN form.
2. Please indicate all buffer impacts on the site plans.
Please contact the DWQ within three weeks of the date of this letter to verify that you have received this
letter and that you remain interested in continuing to pursue permitting of your project and will be
providing the DWQ the requested information at a later date. Please contact me in writing and Kyle
Barnes of the DWQ Washington Regional Office. If we do not hear from you within three weeks, we will
assume that you no longer want to pursue this project and we will consider the project as withdrawn.
This letter only addresses the application review and does not authorize any impacts to wetlands, waters
or protected buffers. Please be aware that any impacts requested within your application are not
authorized (at this time) by the DWQ. Please call Ms. Cyndi Karoly at 919-733-9721or Ms. Amy
NC Carolina
401 Oversight/Express Review Permitting Unit
tuCa!!y
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http://h2o.enr.state.nc.us/ncwetiands
e.,t~.-In, r;.,,..1,..,A._cnotuP,.-1.,1i1n0t1D-+rfnc„r.,nrv...,.r
T
Town of Ayden, SE & Hines Dr
Page 2 of 2
June 5, 2006
Chapman at 919-715-6823 if you have any questions regarding or would like to set up a meeting to
discuss this matter.
Sincerely,
Cyndi Karoly, Supervisor
401 Oversight/Express Review Permitting Unit
CBK/asc
cc: Kyle Barnes, DWQ Washington Regional Office
USACE Washington Regulatory Field Office
File Copy
Central Files
Marie Peedin; The Wooten Company; 301 West 14`h Street; Greenville, NC 27834
Filename: 060722AydenSE&HinesDr(Pitt)On-Hold2
Nye Carolina
401 Oversight/Express Review Permitting Unit Nat!lC lly
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone]./ FAX [phone] / Internet: http://h2o.enr.state.nc.us/ncwetlands
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Triage Check List
Date: ?- - Project Name:
DWQ#: Flo - 0?! ?a
County: P •?
To: ? ARO Kevin Barnett )dWaRO Kyle Barnes
? FRO Ken Averitte ? WiRO Noelle Lutheran/Joanne Steenhuis
? MRO Alan Johnson/Barry Love ? WSRO Daryl Lamb
? RRO Eric Kulz
From: Telephone : (919) 1 5 $ ?3
The file attached is being forwarded to your for your evaluation.
Please call if you need assistance.
? Stream length impacted
? Stream determination
? Wetland determination and distance to blue-line surface waters on USFW topo maps
? Minimization/avoidance issues
Buffer Rule euse, ar-Pamlico, Catawba, Randleman)
Pond fill
? Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy.
? Is the application consistent with pre-application meetings?
Cumulative impact concern
Comments.
VY
THE WOOTEN COMPANY
E N G I N E E R I N G P L A N N I N G AR CH IT E C T U HE
3N West 14th Street Greenville NG 27234
212.757.1096 fax [phone]

DATE
February 14, 2006 JOB NO.
2393-L
TO: Division of Water Quality Attention: Cyndi Karoly, Supervisor
401 Oversight/Express Review Permitting Unit 0 to _ 0124x-
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604

WE ARE SENDING: X Attached ? Under separate cover via the following items:
? Shop Drawings ? Prints ? Plans ? Samples ? Specifications
? Copy of Letter ? Change Order Other:

COPIES DATE NO. DESCRIPTION
3 REF: Town of Ayden - Wastewater System Improvements Southeast
Area and Hines Drive - REVISED
3 Sets of plans
THESE ARE TRANSMITTED as checked below:
X For Approval ? Reviewed ? Revise and resubmit
X For your use ? Rejected ? Submit copies for distribution
? As Requested ? Corrected ? Return corrected print
? For Review and comment ?
? FOR BIDS DUE [ ] ? PRINTS RETURNED AFTER LOAN TO US
REMARKS As requested. Thank you.
SIGNED:
COPY TO: Marie U. Peedin, PE
LETTER OF
TRANSMITTAL - via UPS
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No. 0 Lo - on as
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
? Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
? 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested:
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details '6 eck here
II. Applicant Information
iO,
1. Owner/Applicant Information
Name: Town of Ayden "
Mailing Address: PO Box 219
Ayden, NC 28513
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: amitchellgayden.com
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Marie Peedin
Company Affiliation: The Wooten Company
Mailing Address: 301 W. 14t` Street
Greenville, NC 27834
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: mpeedingthewootencompany com
Page 5 of 13
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Town of Ayyden Contract I - Southeast Area Wastewater Collection
System Improvements - Golf Course Road and Hines Drive Areas
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN):
4. Location
County: Pitt Nearest Town: Ayden
Subdivision name (include phase/lot number):
Directions to site (include road numbers/names, landmarks, etc.): See location map
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): See Attached ON °W
6. Property size (acres): N/A
7. Name of nearest receiving body of water: Swift Creek
8. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Existing Creek draining the Town of Ayden to Swift Creek.
Page 6 of 13
10. Describe the overall project in detail, including the type of equipment to be used: The
project is to be constructed using track excavators and rubber tire backhoes for installation of
the sewer mains. Rubber tire front end loaders will be used to back fill the trench.
11. Explain the purpose of the proposed work: The project is being constructed to provide
sanitary sewer for newly annexed areas within the Town of Ayden.
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. This is a new project.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
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. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
Page 7 of 13
1. Provide a written description of the proposed impacts: Clearing and installation of
new force main. There will be one directional drill under Swift Creek. The project area shall
be restored to original conditions once construction is complete.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
es/no Distance to
Nearest
Stream
(linear feet Area of
Impact
(acres)
NONE

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property: 0
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact
Number
indicate on ma)
Stream Name
Type of Impact
Perennial or
Intermittent? Average
Stream Width
Before Impact Impact
Length
linear feet Area of
Impact
acres
??- Swift Creek Directional Drill P 40' 0 0

Total Stream Impact (by length and acreage)
Page 8 of 13
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact
Site Number
indicate on ma
(if Name of Wate applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc. Area of
Impact
acres

Total Open Water Impact (acres)
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres):
Wetland Impact (acres):
Open Water Impact (acres):
Total Impact to Waters of the U.S. (acres)
Total Stream Impact (linear feet): 0
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
Page 9 of 13
VIL 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.
The location of the force main is in the best location to avoid disturbance of existing
wetlands. The other areas of impact are within the 90 degree crossings of the creek and are
allowable impacts.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
hLtp://h2o.enr.state.ne.us/ncwetlands/strmgide.html.
Page 10 of 13
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 offsitc), 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.
The project of area runs parallel to an UT of Swift Creek through Southeast Ayden, NC.
The project consists of constructing a new sewer outfall to serve existing annexed areas of
the town; 2800 LF of buffer impacted.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet):
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 (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ® No ?
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ® No ?
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ® No ?
X.' Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
Page 11 of 13
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify Neuse Buffer )? Yes ® No ?
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* sqImpact uare feet) Multiplier Mitig t on
1 0 3 (2 for Catawba) 0
2 0 1.5 0
Total 0 0
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260. The Town plans to bore Swift Creek using
directional drill methods.
X1. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level.
X1I. 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.
Page 12 of 13
XIII. Violations (required by DWQ)
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 ?
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
The Town is providing sanitary sewer to serve existing property which has already been
developed.
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).

Applicant/Agent's Ai6ature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 13 of 13
r r
O?O? WA TFi9QG Michael F. Easley, Governor
William G. Ross Jr., Secretary
co t-- North Carolina Department of Environment and Natural Resources
>_
Q ^? Alan W. Klimek, P.E. Director
Division of Water Quality
May 4, 2006
DWQ Project 2006-0722
Pitt County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Town of Ayden
Attn: Mr. Adam G. Mitchell
PO Box 219
Ayden, NC 28513
Subject Property: SE Area and Hines Drive, Wastewater System Improvements
UT Swift Creek [030409, 27-97-(0.5), C, SW, NSW]
REQUEST FOR MORE INFORMATION
Dear Mr. Mitchell:
On May 1, 2006, the Division of Water Quality (DWQ) received your application dated April 17, 2006, to
impact 2,800 linear feet of streams and an unknown amount of protected riparian buffer to install sewer
lines in the'southeaster area and along Hines Drive in the Town of Ayden, NC. The DWQ has
determined that your application was incomplete and/or provided inaccurate information as discussed
below. The DWQ will require additional information in order to process your application to impact
protected wetlands and/or streams on the subject property. Therefore, unless we receive three copies of
the additional information requested below, we will have to move toward denial of your application as
required by 15A NCAC 2H.0506 and will place this project on hold as incomplete until we receive this
additional information. Please provide the following information so that we may continue to review your
project.
Additional Information Requested:
1. Please provide an application fee for the 2,800 linear feet of 401 stream impacts indicated on your
permit application. The fee for applications is $200 for projects impacting less than an acre of
wetland and less than 150 linear feet of streams. For projects impacting one or more acres of
wetland or 150 or more feet of streams, the fee is $475.
2. You submitted the incorrect version of the PCN form. Please fill out and submit 3 copies of the
March 2005 version of the PCN form. The updated form can be found on DWQ's website at this
web address:
http://h2o.enr.state.nc.us/ncwetlands/documents/PCN newt pddf
3. Please ensure that you complete the tables in the permit application for the stream impacts on
Page 8 and buffer impacts on page 11 of the 2005 version of the PCN.
4. Please indicate all buffer impacts on the site plans.
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: hftp://h2o.enr.state.nc.us/newetlands
None Carolina
Xtura!!y
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
F
Town of Ayden, SE & Hines Dr
Page 2 of 2
May 4, 2006
5. Please be aware that for non-perpendicular sewer line buffer impacts in Zone 1 of the protected
riparian buffers, mitigation will be required at a 3:1 ratio.
Please contact the DWQ within three weeks of the date of this letter to verify that you have received this
letter and that you remain interested in continuing to pursue permitting of your project and will be
providing the DWQ the requested information at a later date. Please contact me in writing and Kyle
Barnes of the DWQ Washington Regional Office. If we do not hear from you within three weeks, we will
assume that you no longer want to pursue this project and we will consider the project as withdrawn.
This letter only addresses the application review and does not authorize any impacts to wetlands, waters
or protected buffers. Please be aware that any impacts requested within your application are not
authorized (at this time) by the DWQ. Please call Cyndi Karoly or Amy Chapman at 919-733-1786 or
Kyle Barnes at 252-946-6481 if you have any questions regarding or would like to set up a meeting to
discuss this matter.
Sincerely,
Cyndi Karoly, Supervisor
401 Oversight/Express Review Permitting Unit
CBK/asc
cc: Kyle Barnes, DWQ Washington Regional Office
USACE Washington Regulatory Field Office
File Copy
Central Files
Marie Peedin;
Filename: 060722AydenSE&HinesDr(Pitt)Oo_Hold

MAR 1 4 2006
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No.
kir any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing 2 0 0 6 0 7 2 2
Check all of the approval(s) requested for this project:
? Section 404 Permit x Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
x 401 Water Quality Certification
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 (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:.-E]
!!
II. Applicant Information; 1
Nor,
j 1. Owner/Applicant Information
Name: Town of Ayden `` I'-
Mailing Address: P O Box 219
Ayden, NC 28513
Telephone Number: [phone] Fax Number: 252-746-7001
E-mail Address: manager(a,ayden.com
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Marie Peedin
Company Affiliation: The Wooten Company
Mailing Address: 301 W 14th Street
Greenville, NC 27834
Telephone Number: 757-1096 Fax Number: 757-3221
E-mail Address: mpeedin(a thewootencompany.com
Page 5 of 13
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Town of Ayden Wastewater System Improvements Southeast Area and
Hines Dirve
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN):
4. Location
County: Pitt Nearest Town: Ayden
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): See location map
5. Site coordinates, if available (UTM or Lat/Long): See Attached
(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): N/A
7. Nearest body of water (stream/river/sound/ocean/lake): Swift Creek
8. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/a(imin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Existing Creek and ditch draining the Town of A den to
Swift Creek.
Page 6 of 13
10. Describe the overall project in detail, including the type of equipment to be used: The
project is to be constructed using track excavators and rubber tire backhoes for installation of
the sewer mains. Rubber tire front end loaders will be used to back fill the trench.
11. Explain the purpose of the proposed work: The project is being constructed to provide
sanitary sewer for newly annexed areas within the Town of Ayden
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.
This is a new project.
V. Future Project Plans
i
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
N/A
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
Page 7 of 13
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: Directional Bore
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***

List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.t'enia.€ov.
*** 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?
(please secif
1 Excavation within
buffer area 2800 UT Swift P

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapgucst.coln, etc.).
Page 8 of 13
Cumulative impacts (linear distance in feet) to all streams on site:
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.

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, 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.):
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.
This nroiect is beine constructed in a presently cleared area created by SC Drainage
District of Pitt Co. The proposed force main can be constructed under a nation wide 12 permit
with the existing Wetlands outside of the buffer; however, we agree that environmentally the
line does not need to be constructed within the wet land and cut down numerous trees to
accomplish this. We will construct one air release manhole within the buffer area.
VIII. Mitigation
Page 9 of 13
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/newetlands/stniigide.litin].
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.
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/Nvm/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):
Amount of buffer mitigation requested (square feet): 9.42 sf
Page 10 of 13
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 (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes x 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 x 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 x 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 213 .0259 (Tar-Pamlico), 15A NCAC 213 .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
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* Impact
(square feet Multiplier Required
Mitigation
1 3
2 1.5
Total
* Zone t extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 13
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.
If mitigation is required the Town agrees to make payment into the Riparian Buffer Restoration
Fund. This is only an option if the cost is less than the construction of the new line within the
wetlands but out of the buffer area.
XI. Stormwater (required by DWQ)
XII.
XIII.
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
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.
The proposed sewer facility drains in to an existing sanitary system owned by the Town of
Ayden or CMSD.
Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 211.0500) or any Buffer Rules?
Yes ? No x
Is this an after-the-fact permit application?
Yes ? No x
Page 12 of 13
,-
XIV. Other Circumstances (Optional):
i
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).
Apdoicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 13 of 13
COPY
i N11 i i i i i i u 1i i i i i i i i i i N111i i i i i i i i i i i i i i i u i i 1
Doc ID: 000443210009 TVPe: CRP
Recorded: 04/27/2006 at 01:37:08 PM
Fee Amt: $38.00 Page 1 of 9
Pitt County, NC
Judy J. Tart Register of Deeds
BK2105 588
STATE OF NORTH CAROLINA
PITT COUNTY Irk
THIS ENCROACHMENT, made and entered into this the -I day of J J? ?•
2006, by and between:
GRANTOR: PITT COUNTY DRAINAGE DISTRICT
North Carol NUMBER THREE
a duly organized Drainage District
Post Office Box 5063
11 Greenville, North Carolina 27835-5063
ENCROACHER-PERMITTEE:
4144 Town
West Ave.
Ayden, North Carolina 28513
hereinafter referred to as "TOWN OF AYDEN"; and
The designations Drainage District, Encroachers, and Town of Ayden as
used herein shall include said parties, their heirs, successors and assigns, and shall
include singular, plural, masculine, feminine or neuter as required by context.
WITNESSETH:
THAT WHEREAS, DRAINAGE DISTRICT, is a duly organized Drainage
District pursuant to Subchapter III of Chapter P156 of roceeding General Statutes of North
73 SP 152 before
Carolina, it having been organized by Special P g Number
the Clerk of Superior Court of Pitt County and as such organization it owns
easements needed to accomplish the purposes for which it exists; and
non operates
WHEREAS, the Town of Ayden, owns and
residences of the Towniof
electricity, water, sewerage and gas to residents
Ayden; and
WHEREAS, the Town of Ayden 3csires to extend its services to an area
which is within the boundaries of the Drainage District; and
WHEREAS, plans and specifications for the proposed installation
fanners and
prepared by The Wooten Company of Greenville, who are engineers, p
surveyors, and are shown by documents identified as Waste System Improvements
Southeast Area & Hines Drive dated August, 2005 and consists of-Five sheets of
paper and is entitled and pertaining to Swift incorporated herein by reference; nd
Lateral 21. The said plans specifications are p
WHEREAS, it is a material advantage to the Town The ofAyden to have the
District is
encroachment upon the easements of the Drainage District.
agreeable and willing to permit the encroachment subject to the conditions as
hereinafter set forth.
NOW, THEREFORE, the parties hereto, Drainage District, and Town of
Ayden, do, in consideration of the performance of the covenants imposed upon each
of the parties hereto to be adequate consideration to each of the parties hereto,
agree as follows:
1. Drainage District agrees as follows:
1. That it will and does by the execution and delivery of this agreement,
convey to the Town the use of the easement of the Drainage District which is an
encroachment upon its easement, within the areas as shown by the plans and
specifications hereinbefore identified as Exhibit A. The installation shall be in
accordance with the said plans and specification.
2. The area of encroachment is set forth on the plans and specifications
identified as Exhibit A.. The area is located within Ayden Township, Pitt County,
North Carolina.
3. The use of the area of encroachment is limited to the construction,
operation and maintenance of force main and sewer pipe line to be owned and
operated by the Town.
4. The Town shall have the right to enter upon said area of land by ingress,
egress and regress for the purposes of constructing the said force main and sewer
line and the maintenance thereof.
2. The Town accepts this Agreement of Encroachment upon the terms and
conditions herein set forth.
3. GENERAL STATEMENTS:
1. The installation and maintenance of the force main and sewer line shall be
in such manner as to not hinder the fulfillment of the duties imposed upon the
Commissioners of the District, and the functions of its agents and employees to
perform such duties by the General Statutes of North Carolina. The duties are to.
primarily maintain all structures created and owned by the Drainage District which
includes the construction and maintenance of canal systems. The Town will repair
any damage to travelway with surface water drain away from ditch. The use of said
easement and encroachment by the Town shall not in any way interfere with the
duties imposed upon the Drainage District as hereinbefore set forth. Except for the
foregoing reservation, the use of said encroachment easement shall be joint with
each party having the use of the described areas for the purposes herein set forth.
Each party shall endeavor to prevent ay conflict the use that would interfere or
hinder the performance of the duties imposed by either party by law. The sole
discretion of the Commissioners of the Drainage District shall determine if there is a
conflict as to the use of said encroachment easement and what shall be done to
remedy the conflict of use.
2. The Drainage District makes no covenant in regard to its authority to
grant this easement.
3. The Drainage District shall in no way be responsible to any person,
including the Town, for the use and maintenance of the facility installed by the
Town.
IN TESTIMONY WHEREOF, the parties have caused this instrument to be
signed in their corporate names by their duly authorized officers and their seals to
be hereunto affixed by authority of the Board of Directors (for the Drainage
District) and the Board of Alderman (for the Town) the day and year first above
written.
PITT COUNTY DRAINAGE DISTRICT
NUMBER THREE
by:'MA -FSEAL)
CHAIRMAN
SE_?L
ATTEST:
Grover . Hardee
Secretary
TOWN OF AYDEN
BY: A ? (SEAL)
TO MAYOR
SEAL
ATT T:
LERK
STATE OF NORTH CAROLINA
COUNTY OF PITT
I, 6h i 4,F-4-1 AJ . W i /L50,la Notary Public in and for the above County and
State, do hereby certify that Grover Jed Hardee, personally appeared before me this
day and acknowledged that he is the Secretary of Pitt County Drainage District
Number Three, a North Carolina Drainage District, and that by authority duly
given as the act of the Drainage District, the foregoing instrument was signed in its
name by the Chairman, sealed with its corporate seal and attested him as its
Secretary.
Witness my hand and official seal this day of ?'Gj,-. 2006.
My commission expires: q- d 7- U q Seal

STATE OF NORTH CAROLINA
COUNT'0_0- OF PITT
I, C?,r??t??1it/k., a Notary Public in and for the above County and
State, do hereby certify that i, personally appeared before
me and that she is the Clerk of the To *n of Ayden and the foregoing instrument
was signed in its name by its Town Mayor, sealed with its corporate seal and
attested by her as City Clerk.
Witness my hand and official seal this j??day of2006.
P
N?Vrv
ublic c4 ftky o-
My Commission Expires: d D SEAL
STATE OF NORTH CAROLINA
COUNTY OF PITT
The foregoing certificate of and
Notary Public(s) of the
aforesaid County and State is certified to be correct.
Filed for registration at o'clock in this day of
2006.
REGISTER OF DEEDS
BY:
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NCSR 1723
SEWER a WATER
FORCE MAIN N02
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THE WOOTENCOMPANY
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DWQ# 2 Z Date 20 /,D (0 Who Reviewed: Piz
Plan Detail Incomplete
? Please provide a location map for the project.'
? Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan. V
? ' Please show all wetland impacts including fill slopes on the site plan. 41
c?- k,_.SG 5
? Please indicate all buffer impacts on the site plan. V S `? 1
? Please indicate proposed lot layout as overlays on the site plan. ?? M r -1
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? Please indicate the location of the protected buffers as overlays on the site plan.
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? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
? Please provide cross section details showing the provisions for aquatic life passage.
? Please locate any planned-sewer lines on the site plan.
? Please provide the location of any proposed stormwater management practices as required by GC 7
? Please provide detail for the stormwater management practices as required by GC 2.y
? Please specify the percent of project imperviousness area based on the estimated built-out conditions. ! ?? t
? Please indicate all stormwate'r outfails on the site plat;. Corn rye, - J-
r] Please indicate the diffuse flow provision measures on the site plan. T 7"?
? Please indicate whether or not the proposed impacts already been conducted.
Avoidance. and/or Minimization Not Provided
? The labeled as on the plans does not appear to be necessary. Please eliminate the. or provide additional
information as to why it is necessary for this project. .
? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the
Please revise the plans to avoid the impacts.
?. This Office believes that the labeled on the plans as can be moved or reconfigured to minimize the impacts to the
Please revise the plans to minimize the impacts.
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because
. Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it
is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management
practices that remove nutrients before the stormwater can be discharged through the buffer.
Other
? The application fee was insufficient because over 150 feet of stream and/or over I acre of wedand'impacts were requested. Please
provide $ This additional fee must be received before your application can be reviewed.
? Please cor. -plete Section(s) on the application.

Please provide a signed copy of the application.
Please provide copies of the application, copies of the site plans and other supporting information,
Please submit electronic CAD files showing via email to [e-mail] and CD.
Mitigation
? of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan. The
plan must conform to the requirements in 15 A NCAC 2H.0,500 and must be appropriate to the type of impacts proposed.
? Please indicate which 404 Permit the USACE would use to authorize this project.
ON HOLD
06-0722
Pitt County
Town of Ayden:
SE Area WW System
Improvements 6,=0,06 „d
¦ Complete Items 1, 2, and 3. Also complete A. Signature
Item 4 if Restricted Delivery is desired. ????i I „ G,
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¦ Print your name and address,on the reverse p VLtJ
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so that we can return the card to you. '
¦ Attach this card to the back of the mallplece, . R ed by (Prints Nam
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or on the front if space permits. l
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D. Is delivery a dress different from Item 1
1. Article Addressed to:
I If YES, enter delivery address below:
Town of Ayden
Attn: Mr. Adam G. Mitchell
P.O. Box 219
Ayden,NC 28513
DWQ# 2006-0721-Pitt
? Agent
? Addressee
? No
3. Service Type
led Mail ? Express Mall
iA(Certif
76 Registered wetum Receipt for Merchandise
? Insured Mall ? C.O.D.
4. Restricted Delivery? (Extra Fee) ? Yes
2. Article Number 7005 1160 0000 9954 7167
(Ransfer from service label)
Ds e:,,,,,, QA11 ?eti...e.., onne n a o .... o o. . .
UNITED STATES POSTAL SERVICE

• Sender: Please print your name, address, and ZIP+4 in this box •
NC DFNR Division of Water Quality
401 Oversight/I?XPresS Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
First-Class Mail
Postage & Fees Paid
USPS
Permit No. G-10
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MH 3~ ' - 0+57.9., ~ CL SS I RaP RAPT ~ A = 8+5 .95 INV = 33.70 ~ N Q - ~ r-
~ _ NEW 6 FORCE MAIN Ri ~ ~m ' 00 ~ STA 4+53.78 INV..=, SE BAN STA~ILIZAT~ON wz ~ ~ N' 9. 1 Rim 47.21 Rim = 50• 1 ~ ckF~ M~F77 INV = 33.90 ° - - _ ~ r ~ r~u~:T_F Z ~ =17 9~-- _ NV = 32.40 3 - - ._-~-a.-. ~ _ _
NV ,p ~ DE AIL I ~Q_ ~ INV=131.1 N~ NV 9 - _ _ - . - _ a n. o - ~ _ ~ = 1 8 - - ~ - - - - - - a o
- _ - ~ _ ° ~ 1 ~ ~ a - - - 1..._-_.1._,._. ~ . INV=~~ 31 ~ 3 - - - _ ~ _ - i 7 7.31 ° - - - - - _ - - - _~P ~ - - - - - - - - - - >
_ - _ - - _ _ _ _ - - _ - - _ e06 6Ll z M o
R D ,(NCSR 1723) - - - - Li CL OLF _ _ _ YDE w N G ,g9 A - .
a ' 0. ~~9y9LFp o msr _ w
a. 4,l.L!____-[_. Y.L. ChM k. 541rv04 w - - w _ c~ -,V-1 - - - - - _ _ - - - - ~ l~ w m - - - - - ( °Q O
NEW _ - _ 15" RCP Y--"~ w N ~ ° ~ ° ~ - - ~ ~ 1 ~ ~ Z
-k - mr ~ -____-:.,Ek, WATER MAI ~ _ _ - - ~x My _ _ _ _ ~ - _ _ ~ _ - o ~ u~ _ _ ~ O w it ~ ~ H
00 ~ srA o+26. a r, ~
EAIED MI ARE REOUtREO ~ _ ~ ,I ~ o ° 3~ ~ i OwE fL Rim - 43.80 ~ ~ ~ ° ~ 1N ALL AREAS 8EL ~ ~ ~ ~ I a; o ~ ~ ~ a,~ r Nv= _ ~ ~'TI,~ Ul
_ _ __J 5
~r,•`Y ';ice 1 I \\\I ~ i i ~ i`r ~'i ~ f X " 0.23 = ~ i ~ i I _ ~z ~ ~ ~ ~ ~ . ,
~-T~ x _ ~ ~ - ~ ~ -a ~ ~ ~L MPSTAT N ' 0.2 I ~ I A= 0 ~ I ~ ~ FOR REVIEW
30 LF-10" D.LP. SEWER MAIN IN i m = 0.00 , ~ ~ I ~ ~ I ~ PURPOS ~ _ ES ONLY - ~ ~ - _
OF 24" STEEL ENCASEMENT WITH MIN i I ~ ; - X 30 LF ~ ~ I ~ WALL ThICKNES5 OF .250 8Y DRY BORING ~ ~ ~ f-jl, I~~,_ ~ W
PITS COUNTY DISRICT ~ ~ AND JACKING ; I i I
N0.3. LATERIAL S.C.10 I EASEMENT ~5 RT., 35 LT ~ i ~ N ~ ~ v ~
C ANAL, DOW STREAM i ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ W - ~ F M
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2b,8OhF of 1'O.OQ 7LF of -1D 00..; PVC... 0.2_ • _ 397. L _ _ - r; W cC
- _ PVC @ 0.2$x _ _ _ . :00° PVC 0,28 0 ~ rn Z ~ W 30 _ . _
396 59LF ~f 1 _ _ _ _ ~ . ~ o _ _ _ . ~ ~ ~ ~ W 0~ ~ ~ ~ ~ ~ ~ ~ ~ , ~ D ~Q
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1 7 + + 8 00 12+00 13+00 14+00 ~ + 11 +00 0 cnp~ + 10 00 ~ 9 00 0
+ 6+00 7 00 3+00 4+00 5 00 2+00 va c~ w cn ~ w
1 +00 0+00 ~ ~U
CLASS I RIP RAP W ANK STABI RATION ~ SEE B L,
MH 7 ti MH 8 DETAIL o W ~
Mid 0 ~ = Sta = 20+18.32 a = 16~'~0"'5 - Rim= 49.72 to = 24+15.47 ~ H g _ o (A im = 49.56 ~ to = 28+12.19. ~
o t = 51.08 = NEW 6 FORCE MAIN ~m - 4 ~ INV 36.03 I V _ 4 INV= 36.23 ° - i m = INV- 37.34 - 45.33 Ha 10 +
V ° 4=1 I = 185.86 _ _ _ _ _ _ _ 80 22 INV= 37.54 NV .6 t = 12.19 ~w m = . 80 mo - 8 179.60° INV= 39.25~E~,-: , N
- ~ --a- - _ - - - .e o Z - - - - _ - - _ _ W
- - _ Q _ _ _ - - ~~4; 12° rya'' a l p _ _ - F-U
F• - N _ 399.53LF of 10.00' PVC Sao. r „ - - - _ - - _ - 14 L ~ P Q _ . _ Ind Q
r.------- - ~e5,es 400.05LF of 10.00 PVC » .so° 398 78LF of 10.00 PVC AYDEN GO LF W CLU ~ W B DR
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- w - _ ~X. WATER ~X. WATER MAN w w _ w J~ Na
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~N.: _ . _ - - , _ ~ y, - Z MUP
~ ~Hv.e~~+o.~r BY: ~ H DRAWN ' r _
_ . , -r ~ V W _ _ W _ f ~ W ~ CLP
Y~ 6" Q .MAI. . -PEE. RGE i F i ~Wm~ CHECKED BY:
~ ~ a ~ a ~ a i h QvW MUP
W ~ W . ~ ~ ~ ~ ~ ~ ~ OWh~
~ ~ Z m Z d PROJECT NO.; n @ . Z8% W d
0 ~ ~ 4 ~ ~ , 7 LF of ~ 10. 0 ~ PVC ~ M H 2393-L -_:398 - 146_,.9 LF of 10. N 0 ~ -
_ ~ V ~ 0.287. d Z Z ~ DATE: _ - P ~ Q OC Z
- P,VG ~ _ .28x _ - 40o-.;0 LF o - ~ r~ ~ W AUGUST 2605 - ~a Q
v _ _ , - M _ : _ _ _ : II y = ~ = SCALE: 50
f 10. 0" PVC. 28~ _ _ M 399.,5 L o ~ . _ OF HOR, 1d_~~
35 .zax VER. 1.=b.
IJ Z
^ I SHEEP 9 OF 18
r) r)
30 > zbp
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25 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 +00 24+00 25+00 26+00 27+00 28+00 29+00

L
NEW 6" PVC FORCE MAIN
~ 5' OFF R / W
W~ c~ AVER _ _ _ _ - - _ i i i ~ _ ~ ~
CP ~ - _ i ~ - - ~ ~ - - E--0_ 4_ ~"i i ~
- _ - - _ ='1~1" MCP _ - - - 1 _ - __..r ~ ~
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EW ~ 6:" P C ~ FORCE MAII`i ~ ~ ! , . ~ ~ - Q c~~ 0 ~ W cvQZ _ z W= r~
z
~ ~ ~ ~ ~ I cn
+ + 1+00 33100 34+00 35+00 36+00 37+00 38+00 ~ ~ o } 8+00 39+00 40+00 41 +00 42+00 4 + + o ~ N U W
30 00 3 00 44 00 45 00 (A W
MATCH L]NE STA. 17+11.04 MATCH LINE STA. 24+76 ~ ZS U W W~
I~ ~ ' y 'S ~p
Op I ~ ~ -~I ~ I - ~ - I W ti
Z TA. S -4953. 7 A ~ ~ 2 (FORCE MAIN) C7
~ I 30 LF•6" D.I,P. SEWER FORCE MNN IN STA. =26+18.43 (S W A ' T E ASEMENT WITH MIN ~ E E R MAIN Q 30 OF 16 S E L ENC C~,•y~ i
_ WALL THICKNESS OF ,250 BY DRY BORING - f~, i8" ~i~„ iu~ Cj i f JACKING
~ ~w; '2" RLF' MID ~ ~ kl I z
~ I I I I I z, N w
~ fV 1 I = I - i~ I j ~ ~ ~ - Q I 0 r
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i~ ~ ~ ~ ~ i j ~ I i ~~,,,,.o-u't'~vq,n
~ I a _ I I r-(~ p I I ?t~n*,v ~`~Fr~,
,I NEW 6 PVC FORCE MAN N t0 h~ X++ i~~ /q ~~9
o ~ = 52.31 + ,t. ~ R i m I I ~ i. l,~ ~ ~ Q "'l p
~ d ~ r 1NV = 40.57 • r~ ~,~AC.
Q ~ V= 4 2. ~ - - - ~ INV - ~ ~ a~ . .y ~
' ~ ~ ~ ---~1-
y- - _
STA. 45+22.65 - - ~ w + (WATER MAIN) + STA. 49+25.27 ~/t Ar~~~• t a ry. ouw~~
Z (WATER MAIN)
EX. WATER MAIN w I w w - w - -
Ea WATER MAIN ~ ~r~ ~ ----ar--- S'~/4 f
~ ~ ~v C VIEW 1Z WATER YAW ~ 42 LF-6" D.LP. SEWER FORCE MNN W
~ iZ" WATER MAN ' 42' OF 16" STEEL ENCASEMENT WITH MIN
WALL THCKNESS OF .250" BY DRY BORING AND JACKING

STA ~ 9±53,2.7 RIM El• 52.31 :
- EX GR UhJD,- ' y
r.- ~ - - - ~ ~ - ~ ~ - _ _ . - - _ _ _ _ _ - - _ = DESIGNED BY;
: : : MUP
- _ _ _ - DRAWN BY:
_ ~ RCE MAIN ~ - _ CLP
6 -F ~ ~ ~ ~ ~ ~ ~ ~ ~ NEW - ~
w 10" Sew CHECKED BY;
MUP
PROJECT NO..
' 30 LF- ' D.1.P; SEWER RCE MAIM IN' 30' pF 6" STEEL ;ENCAS MET ;WITH MIN _ 2393•L
WALL ICKNE$5 OF ;2 Y ;ORY BORI G - - AID', dA KING _ : : _ ' _ . _ _ _ _ _ . - _ _ ~ - _ _ . DATE,
42 LF-6 :D.LP. SEW R FDRCE 1~AIN I FM; INV - 48.81 TH IN 42 OF 18 STEEL NT, Wl AUGUST 2005 i
s ~ - ~ IN~I-~ ~ ~4;~2: 1 ~ ~ ~ - W L TH14KN~SS OF ,2 " BY DR;Y ORMIG r, . ~ ~ ~ ~ ~ SCALE; 50
VER. 1"R6'
SHEEP 10 OF 18
I
C-10-
45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54 54+00 55+00 56+00 57+00 58+00 59+00 60+00

~ O
~ _ +
_ I
35 LF-10" D.I,P. SEWER MAIN IN -~~-L~ ~ 35' OF 24" STEEL ENCASEMENT WITH MIN W
WAL THICKNESS OF .250 BY DRY BORING SNN TOR TO PLACE ~ ~ NY NOTE CONTRAC - MqT C WATER MAIN ~ CH qNF 6 D.I.P. WHERE THE ~
~ AND ACKING SEf ~1 THE o - S NE IS TO PASS OVER ~ o
i - " WER FORCE MAIN IN ~ ~ 35 LF 6 D.I,P. SE MIN ~ HE ST MAIN z E MAIN IN ET q. ~ SEWER MAiN & NEW FORCE , . SEWR FORC C. P 1 5~ i ~ ~ ~ Uj 4
35 OF 18 STEEL ENCASEMENT WITH 32 LF-6" D.LP. SEWR FORCE l THICKNESS OF ,250 BY DRY BORING 32' OF 18" STEEL ENCASEME WALL ~ ~ WALL THICKNESS OF .250" I :EL ENCASEMENT WITH MIN ~ ~ ~ , ~ Z „ ~ F ~ ~ ~ O
AND JACKING ~ ~ , ~ ~ ~ - ~ AND JACKING 5S OF .250 BY DRY BORING Jg p p ae ' i ~ , i ~ ~ i ~ :r~ ~ - w i ~ ~
F ~ ~ 3 ~ ~ ~ _ ~ ~ _ ~ ~ MH 6. ' ~ ~ M 4 ~ ~ MH 5 ~ ~ ' STA = 13+83.9T ~ o 0
MH 2 ~ 0~.0 + f RCE MAIN M p+52.53 STA 4 52.23 NEW 6 PVC FO S ~ S A = 8+28.27 r l , I STA = 9+84.27 ~ Rim = 59.21 ~ d ' N
~N STA w~ ,Rim = 47.56 it ~ R ~ m = 45.47 ' ~ INV =41.56 im = 51.75 ~ ~ Rim = 53.81 ~I W 6" P~JC FORCE MAIN ; INV = 44.84 ~ NV = .91 ~ ~ INV - 43.53 NE , ~ = 45.04 ~ ~ w ~
~ 3' OFF R/W o ~ ' N~ a INV 39.2 av~ ZT,~ f NV = _4L-8~- ~ - - - ~ NV NV = .9 ~ ~ INV = 43.73 ~ INV _ , > po _ . 88 179 ~ ~~7~. = 184.40 ~ - --399.7 LF of 10.00 PvC ~-----------i-----`_~--------r~` QN o
INV = 39.45 ~ ~ ~~'P _ t^ _ E.~.. _ _ _ o _ - - t - - - - - - _ - - - - - - _ - - " - 1 - - - d~a „tit ~ nr a - B6.5-3 0 - d~a ,tit~._--- ~ ~ ~ > ~o~
~OO _ - - x _ _ o _ - _ _ _ _ w ~o _ _ _ - w
' ~ arm ..p-'~"",,,~- _ _ _ _ _ ll. _ - - - _ 3 : OaLF ~1. 10.00 • pVC , ' - - _ _ _ _ . .10.00 84.40 »s.ea• zW o~
q Q o~- 17 .84 - uIIV _ JW I I -
6.53' --r~~ __NEW FH. F ~ g - - - _ - - _ _ _ _ = Q O
DETAIL _ _ P _ TERMENATION , U
SEE . QW -----f~--__--'_""'----- W
_ r.~ - _ _ P TER MAIN ~cn & BOX P. NEW 6 WA NEW 6 G.V „
~ 2 - ~ TA - 0 EALED RH ARE REQUIRED 85 LF-10" D.I.P. SEWER MAIN IN 32 L -6 D.I.P. WATER MAIN IN 32' OF 16" STEEL ENCASEMENT WITH MIN
i m ~ 42' 91 P . P • IN ALL AREAS BECOME fL NEW 85' OF 24" STEEL ENCASEMENT WITH MIN WITH MIN W 6"X6"X6" TEE WALL THICKNESS OF .250" BY DRY BORING W NE ACKING
M INV = 26.00 ~ - aSS `•~•p ~ WALL THICKNESS OF ,250" BY DRY BORING LX, ~YHD INV = 39.12 ~ PANEL iRY BORING AND ~ NRWNSA 20" WATER MAIN i-
AND JACKING , . ~ V N TM z
~ RATOR GENE _ ~.71 " .V & BOX W NEW 6 G ~ p
PUMR STA. Rim ~ 42.8 ~ _ v N
INV =..,25.9 ~ pR. OC
t NEW 12 GRAVE Q _ .c
NEW NON-FREEZE ~ U ~
~ YARD HYD. Z in _ ~
2 W z 7
e ~ C r J 7
a ct c
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RCE AIN iN N ~ IY ` _ 3 LF-6 Q.LP. EWR f0 ~
' 18".STE ENCASEMEN WITH MIN. mm W W RIN 6 5 z = + 3 OF B DRY BO F-- W L TFUCKNES OF ,250 m H O
I ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ S ~ ~ cj
~ 0 'S > ~ F- N
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wll W ~ ~
w X00 E o (!a 60 ~ z ~ M a: ~ W W
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{ 35 LF- q.LP. SEWE FDRCE MAIN IN _ _ _ lr.oo. ~ w II "
35' OF " ;STEEL EN EMENT WR 1~IIN ~~N~ - ~ 55 z ~ Eo W
WAIL T CKNESS, OF 50 8Y DRX 80RIN6 ~ , ciao' _ p " ~ff~
AND JA KING • 55 - ~ Q
- _ _ _ _ . _ .
~ ~ I N " ~ I r HBI~ NEW_b FORCE A N " y _ ~ _ ~ ~ 0 w~,~~~a
- - _ , _ ~ u~ O~iA® ~o.
: ~~WATE~R MAIN ~ ~ ~ ~ ~ Od.~ ~~SCi~j~F,., E~
Ph t- 1 I~ ;M ~ ~ ~ ~ -y- 50 ~~.b t ~ y . ~ ~ n
v , z ~ _ _ _ + E~ GR6 4 r ~ _ ~ ~ o ~~~ry
z _ , ~ ~ - ~M ~WL.1~ ~ . . - - NEW ~0 F OF ; 3q '
o o ai ~ ~ l ~ ~ _ N _ _ . _ -_T-~~ ~ 3 MIN ~ b , _ - _ _ 0.2 7 NEW 6 DIP 39g,70LF of 10, 0 r o~grN~.
a o _ EX. GRADE. - - ~i
4 5 N II ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 15 6 0 f ' ; ~ ~ ~ o0 0 poi r~~ roc
~ ~ ~ ~ ~ - ~ ~ ~ _ , ~ ~ o f ~ PVC ' ~ 0 28 . 0~0 ~ o ~ ~ 376.04 F a Q 28~•. ~ . ~ ~ ~ ~ ~~rui da - - ~M _ vv - ~ti
o~ - - m ~ ~ II 11 ,i~Il ~~ni
- _ fix: ~ _ _ , _ _ n (~IM_ Q4 ' ZZ 40
- . 0 PVC- @ 0.5 _ gg. OLF of ~0 _ r.:_ , _ 3 ; ~ - ~ tT ~
: : II II
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_ _ _ _ - -
~ ~
35
~ ~ ~ ~ ~ III ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 85~~~ L -tb" D,LP. SE E~ ~ORCE~ M N IN ~ ~ ~ ~ ~
K S . 54." $Y..D.. Y..BORING WALL THIC NES .9. 2
35 LF 10" D.I,P. SE R MAIN IN: _ _ - . . = ~ _ 35' OF 2Q" STE>=L E CASEM~~NT~, W TH MIN - _ - AND ACKING
' D Y BORING L HICKNESS 25 WAI: _ - - DESIGNED BY;
AND' J CKING _ , 30 MUP
.44LF of 0,00
DRAWN BY:
CLP - _ .
: ROP : , OUT SIDE D CHECKED BY. _ _
E AN IiOL MUP _ 25
PROJECT NO.:
2393-L
25 ~ ~ ~ ~ ~
- AUGUST 2005
N
r SCALE: OR. 1 "=50'
M H
~n vr=a 1._5~
V- -T 15
SHEET OF 18
15
I o C-11
14 +00
10 6+00 7+00 7+00 8+00 9+00 10+00 11+00 12+CL~ 13+00
3+00 4+00 5+00 -1+00 0+00 1+00 2+00
Ff ;C 11 SGPi 5/95/20ir Vi ill 5,] AM

MH 1'L NOTE: CONTRACTOR TO PLUG
TA = 29+60.17 EX. SEWER MAIN o S 0 a~ z
35 LF-6 O.I.P. SEWER FORCE MAIN IN Rim = 51.5 Q 'CE MAIN IN 35' OF 18" STEEL ENCASEMENT WITH MIN INV = 50.20 N ~
~ " EWER FORCE MAIN IN 35 LF-6 D.LP. S EL ENCASEMENT WITH MIN ~ 35 OF 18 STE ENT WITH MIN WALL THICKNESS OF .250" BY DRY BORING ~
WALL THICKNESS OF .250 BY DRY BOR ~ ~ ~ tY G ING BY DRY BORIN AND JACK l ~ o o w
AND JACKING ~ ' i ~ ~ N ---T I ~ ~ O + Q
~ t~ ; Y ~ ~ ~ ~ I O ~ N r ~ ~ ~ i CC ~ ~
i ~ i I ~ ~ ~ - - r i r C , i k~ U i r' r I I ~ c ~ Z
r~ ~ ~ i TO REMOVE o ~ o ~ ~ ~ , NOTE : CONTRA' TOR ~
~ ~ ~i~ i ~ ~ ~ ~ _ I ; i ~ ~ P M P S T A ION ~ c n C~ ~ ~ EX U z - - C ~ ~ Q ~ ' , ~ ~ ~ i ~ ~ - o W W ~ u ~ - ~ ~ -
r~? ~ ~ } I ~ ~ ~ ~ I 1 1 ( I ~ ~ ~ I---Q ~ ~ iii , ~ ~ ~ ~ I~ ~ Rl I ~ ~ ~ ~
~ I ~ I i ~ I ~ I I ~ ~ ~ U ~ ~ -y ,Y. ( ~ I i ~ , o ~ - ~ o ~ ' i q I ~ ~ ~ ~ i ~ , 'i - ~ W Q 0
~ ~ ~ ~ ~ O b ~ ~ ~ i ~ ~I ~ 1 ~ ~ ~ U i' ii ~ ~ Z
~ IV i I ~ ~ i ~ i ~ ~ 1 • = 4 26x3 - S A + o~ © q~--: a ~ ~ I ITl 1 ~ + .10 „ ~ ° r'`` W ~ O 8. o ~ ~~a A - 28 16 ~ > ~I
I ~b ~ I - i i I MH ~ 8 'r ~ ~ ~ _ ~N ~ z ~ ~ ~ ' _ - 7 8• ~ ~ g, _l ,
+86 . fr + ~ 4 - 17 _ A- 4 0 , ~ ST ~ , A 21 ~ ~ f i 9 ~ ~ ~ _ ~ _ ~ ~ ~ - < - ~ ~ , Q o0 0 _ o ~ 48 , 53 ~ ~ V - m o ~~o ~ ~ a ~ 17 7 10 ~ ~ V
Rim - 59 0 _I ~ im - .9 / , ~ ~~z~ INV - 46. i ~ V - „ i~TZ1~ ~ r~ _ r~ 1- _ - ,p t1~ ~
u7~ ~ NEW 6 PVC FOR E MAIN I y = 46.36 ~ i ~ ~ , , 24" R i~~ ~ ~ , ~ ~ o c ~ ~ Y ~i r '-~-----w---- ~ ~r~cxrr..+cri~a-~~.c ors ~ i l ~
. 60° ~ '1 = 182.94 ~ . P~ ~~~i _ _ , ~ ~ 178 316_41LF of 10.00 PVC v~~ 402.5~0'LF_ of 10.00 _ PVC ~ a_ - - - - _ _ _ _ 18 RC -
- - _ ~ _ - - . . . - - _ - - - _ _ _ _ j ~ Q 95L o 1 _ _ - - - - _ _ _ _ ~w Qo 00 _.Q" 0 - 93.84' i~ L~ ~~~:_i
Q - _ _ _ - _ I- ~ - - tT .to• OPEN CUT
(n 178.60 182.9 _ - _
- - W~ _
- - arm's Z W
~W - s~ CONTRACTOR TO LOCATE W
~ " TER MAIN 10o LF to D.I.P. sE U NEW 5 WA ~ ~ 4" STEEL F-10" D.LP. SEWER FORCE MNN IN , ~ ~ NOTE " ENCASEMENT WITH MIN ~X F,~ W,-~; I h MhIfJ EX. FORCE MAIN AND CONNECT F 24 STEEL F ~
w r o ; 100 OF 2 ~ ~ SS OI W °N ~ WALL THICKNE KNESS OF .250" BY DRY BORING ~ ~ ~ ~ i~, All~l TO NEW FORCE MAIN _ N THIC ~ ~ V+J ~,T
~c~ W 6" G. V ~ 80X AND JACKING ~ NE TACKING IJf~'JVi'~1`~~~~ ~ ~ ~ Z a w
^ - a t.1. = co
E~ CONTRA TOR Ttl 4 IN - 0 ATE Ex. W TES ~iA - U N - . OC tU
AN CONNECT TO NEW ; 65 a z - O
WA. ER MAIN. _ _ ~n q o~~ ~ ~ ~ ~ U ~
m m o : _ , ~ ~ - cr Z
~ ~ ~ ~ ~ ~ ~ ~ 35 F 18 ~ STEEL L ~ . NCASEMENT ITH .MIN ~ ' - ~ ~ o W z a F 18" STEE . - ,
~ CKNES6 ~5 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ WAL G it II ~ a m _ - THICKNES6 f .250'! BAY Y QORIN~ so ,
u ~ ~ N At!I A . ? JACKING... ~I f I 35 LF~6" D.LP. SEWER ORCE MAIN I + + ~ > TEEt ENC f MENT WITH MIN > oo » ~ L~ Q c >w 35 OF 1B S @N ~N
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DESIGNED BY:
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. _ - ~ - _ _--ss. - - ~ - _ ~ DRAWN BY.
.LP, WATER MAIN IN p p - 32 LF-6 D NCASEMENT WITH MIN ' ~ sf - - - CLP
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AND JACKING n~ / 5 OF R/W ~ ~ - M_~ ' CHECKED BY. - MUF
STA.8*74.00
NEW 6"X6"X6" TEE ' ~ ~ PROJECT NO.:
' ~ m i- s 2393-L
' ~ L~~ lP X. WATER MAIN , CONTRACTOR TO LOCATE E DATE,
NEw s" c.v. & Box o ' ~ 11/111/1 AND CONNECT TO NEW 6 WATER MAIN AUGUST 2005
~ yDl3~ ~ ~ ~ ~ ~uiW 1 Q ~ SCALE; 50
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1
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HEAD i
' LIFTING CABLE
MINIMUM NOOK WITH GW.VANIZED SPRING - CAPACITY 1000 LOADED CAI~MWG DEVICE. HOOK 3 SHOULDER 6 0 6 -0 3' SHOULDER
SHALL BE ATTACHABLE TO PUMP.
NON-FREEZE YARD SLOPE HYDRANT JOSAM AUTOMATIC VACUUM ~
14 ":1' 7170 3/4-3 OR BREAKER-MOUNT Z PERMANENTLY
I CRANE SLEEVE ~~2 "PLATE APPROVED EgUAL O ~
ANCHORS , . ,
(1YP,l •SEAYICES TO BE INSTALlE6 Y1TN AY1CE CLAMPS, S RVI CLAMPS W S~TEUEL NBARD11Dd~E FTRAP, NERVY BODY, BRONZE OR TA ESS ~
0 tN ~,A~E µp ~pN~ItA~LDLEINKiTHgETIIIIEAIp pAlpgpp0-RINGDASKE C~~N1ED I 0 •11{E TApp1N6 MACHINE ASII~COIBEIDf~ BY TX[ WNUFACTUREA. •CAST IRON BOX SHALL BE DE{EY•BROS. SOLID CONCRETE BLOCKS
WINCH ASSEMBLY o 0 4" TOP SOIL 6" MIN. CRUSHED STONE INC. 16XAA DR EQUAL 1' T~+~ 2' DOUBLE CHECK BACKFLOM PREYENTEA SHALL BE FEBOD MDDEL {OBY OR EQUAL
COMPACTED SUBGRADE ~2' Tyr Z' 7V' ~ ~ .
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GOBBET NOT TO SCALE \ ~ ~ • ~ `
15" x 15" x 4" CONCRETE PAD FINISHED TRacrDH m oAnL 1 ~ NaE IN ' GRADE 4l' ANW.E wETEn Amr AA w~FACTUAEO PIS BTODX To INST~~ i % 6~CN. ~ Pvc ~ ~ ~ . BY MIELLEII Olt EQUAL CONNECT TER ME
IETEA IN ACCORDANCE ~ 2 IACKFLP/ PREY[TEII I 1, i : b MITH THE SPECiFICATI I.
BASE PLATE J 1 SCH. b - THI~ADED PVC PIPE w a I~
EXACT LOCATION o TO BE DETERMINED - ~ ~ 0 N w - . ~ ~ ' • i N1N
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~ KEEP LINE SLACK CIKISIIED S1DNE GRADE H I• : ~ m
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0 00 NOT TO SCALE 0 00 ~ t[Y rATER MAIN ~ : ~ ~ _ ~ I.. C7 N ~
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NON-FREEZE YARD E YARD HYDRANT 1 WATER SERVICE WITH DOUBLE CHECK BLACKFLOW PREVENTER DETAIL "~T~s• z ~ oil
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MAIN w W~ IN W
z ° L ~ f - -
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GRAVITY S - AVITY SEWER MAIN
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(NCSR, 1723) r~ Q n U
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NEW 6' HIGH CHA IN LINK z ~ NEW 12 STONE DR. W ~
FENCE W/ 14 DOUBLE GAT o E
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YARD HYDRANT ,,a{°°°°BE~,B,a
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° ° ~ a, °o • ~ YARD HYDRANT ~ rr I ~ 'I MAIN
a o ° ~ o~' VAULT ° °
a ° °n• °o ~ °o L
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° °~C op ~ ~ 0-. n~ - ~ - - NEW 1-5-MCP
° ' o{ ' ° 'v ° ~ _ - - - - - r- - - _ 09 _
° o~ i ~ \ l NEW SERVICE POLE ~ ° NEw 20 PE _ ~ ~ a RMANENT C... ° - - _ - - - - - - - - - ao ! _ ~
0 _ . ~ a .
a° ~ , UTILITY EASEMENT
a° ~ ~ - ° o DESIGNED BY.
a u ~ ' MUP
~~~~'0 ;~l a°:.~a °~0 NJ=W ~15 ~ ~ ~ ~ (NCSR 1122) DRAWN BY: -
G \ M N ~ ~ ~ \ _ CLP
~ ~ ~ ~ ~ ~ -y~\---~-_ , ~ - R MAIN CHECKED BY:
- _ - - _ - - _
MUP - - _ - ~ ~ PROJECT NO.:
- - Ew_~ ~aRC - _ - _ 393•
_ _ _ _ - ~ ~ - - ~ _ - _ - - - DATE:
_ -
_ - _ =i _ - - - - n ~ AUGUST 2005 - - - - - - - - - - - - SCALE:
_ _ _ NEW 8 FORCE MAIN - _ - - --o- - - f HOR,
_ - y_ _ . - _
- - ~ - VER.
n I 11 I I-1 T A T T n 6 ~ . ~ r.
~ I-' U IVI F' S I A I 1 UN INU. S SHEET 13 OF zo
rl-,~ PUMP STATION NO. I
U SEE SHEET C-1 1 OF 18
SEE SHEET C-3 OF 18
C-13
L 14
_1CALMSHIN-13 oGN 5/1H/'006 10:47:A AM

NOMINAL I-I/2" X I-I/2' TOGGLE SWITCH
GALV, STEEL FRAMING ALUMINUM EQUIPMENT ISOLATION MATERIAL- CHANNEL RACK PANEL 3M PEEL•N-SEAL OR IAL-
EQUIVALENT OR ~ DUPLEX RECEPTACLE ~
- z _ o
GALV. (~j JUNCTION BOX ~
STEEL BACK PANEL OF MENT
PIPE 2' WIDE STRIP OF ELECTRICAL EQUIPMENT ADHESIVE ISOLATION ALUMINUM NEOPRENE ENCLOSURE PROVIDE SPLICE IF LENGTH OF SAFETY DISCONNECT SWITCH w
MATERIAL - 3M PEEL-N-SEAL PANEL WASHER EQUIPMENT RACK EXCEEDS
OR EQUIVALENT STANDARD PANEL LENGTH, C ENCLOSED CIRCUIT BREAKER
B WELD PANELS TO PLATE
3/8"STAINLESS 3?16" ALUMINUM EQUIPMENT AND TO EACH OTHER,
STEEL HEX 3?i 3?8 GALV, NEOPRENE HEAD BOLT RAI RACK PANELS WELD SHALL BE Ip MOTOR, WITH HORSEPOWER INDICATED
STEEL `U`BOLT, WASHER AND NUT CONTINUOUS.
NUTS, AND WASHERS
NEOPRENE FLOaT swlTCH
WASHER WIRE AND CONDUIT INSTALLED ABOVE GRADE CONTINUOUS CONTINUOUS
ALUMINUM CONTI PANEL WELL WELL 6 WELD
NEOPRENE WIRE AND CONDUIT INSTALLED BELOW GRACE
3/8" STAINLESS WASHER I/4' ALUMINUM PLATE © MOTOR WINDING THERMOSTAT W
STEEL HEX HEAD CONTINUOUS FULL WIDTH ~ QF PANELS MOISTURE DET T P ~
BOLT AND NUT ® EC OR ROBE ~ zW~
2" WIDE STRIP OF ADHESIVE ISOLATION FASTEN ALUMINUM PANEL DETAIL TYPICAL FOR H MOTOR SPAC H A Q
MATERIAL ° 3M PEEL-N-SEAL TO HORIZONTAL FRAMING TOP ANO REAR © E E TER o ~ _ PANEL ASSEMBLIES ~ N
OR EQUIVALENT CHANNEL ON APPROX, ~ V M
3 FT, CENTERS, ARRANGE TO AVOID INTERFERENCE p `~M
WITH EQUIPMENT U
Z = Z
(TYP. 3 LOCATIONS - W
EACH POLE) L R A < ~M ~ A R VIA 0 N a~~o
A AMPERES ~ a
o AF FUSE AMPERE RATING = °A m
BEND TOP PLATE AS SHOWN TO AFF ABOVE FINISHED FLOOR W W
PROVIDE REINFORCEMENT ATS AUTOMATIC R = W z T ANSFER SWITCH z N
SERVICE LIGHT; BFP BACKFLOW PR ~ ~ EVENTER
LITHONIA •OMW 2 32 120 GEBIORS z
OR EQUAL AS REQUIRED C CONDUIT W
3 -8 CB CIRCUIT BREAKER
DETAIL 8 PIPE CAP fTYP,) GALV, STEEL f CHANNEL iTYP GALV, STEEL FRAMING CKT CIRCUIT CHANNEL (TYPICAL OF 3)
CP CONTROL PANEL Q Z
3'12,1"12G-3/4 'C -ARRANGE EOUI ARRANGE EQUIPMENT TO MEET NEC
to WORKING CLEA TO SERVICE LIGHT ~ AND FOR CON' WORKING CLEARANCE REQUIREMENTS DI DUCTILE IRON p
TYPICAL MAINTENANCE AND FOR CONVENIENT OPERATION AND ~ EX. EXISTING d MAINTENANCE ACCESS U
b ELECTRICAL G EQUIPMENT GROUNDING CONDUCTOR = ~
~ TOGGLE SWITCH IN EQUIPMENT WP ENCLOSURE ~ J
GF GROUND FAULT CIRCUIT INTERRUPTER ~ to ~
DETAIL A GFCITYPE DUPLEX RECEPTACLE w/wP ~ K I - 0 ~ KAIC LO AMPERES INTERRUPTING CURRENT Z Z W
12 ENCLOSURE PROVIDE PROM E IT MINOU KVA W ~ D B U S KILOVOLT-AMPERES ~
TYP, 4 LOCATIONS COATING COATING ON P RTIO 0 N KW KI W T UJ J
- 2 EACH ENCLOSURE OF PIPE ~ 12 OF PIPE IN CONTACT LO A TS Z Q
N 12•• 1,-6~~ WITH CON PROVIDE WITH CONCRETE MCB MAIN CIRCUIT BREAKER W ~ ~ U PROVIDE A 4' CONCRETE PAD UNDER ~ ~ Q
FIN,GRADE , , ~ RACK, EX' MLO MAIN LUGS ONLY ~ ~ RACK, EXTEND PAD TO I'-0' OUTSIDE I"
. . ~ ~ . • , . ; . OF SHIELI 4 ~N OF SHIELD EDGE AND POST NF NON-FUSED ~
RAINSHIELD FABRICATED W P POLE ~ ~
OF 3/16 'ALUMINUM, ~ ~ ~ WELD ALL JOINTS, PH PHA Z W = W SE F- ~
12 DIA, CO - 12' DIA, CONCRETE S fA Z
ENCASEME ENCASEMENT AROUND SE SERVICE ENTRANCE Q ~
3' CIA, GAI ~ ~ I ~ 3' CIA, GALV. PIP ~ ® E SN SOLID NEUTRAL ~ (TYP) (Y Q
U iTYP) SS STAINLESS STEEL W
STP SHIELDED TWISTED PAIR W N Q-
TVSS TRANSIENT VOLTAGE SURGE SUPPRESSOR ~
V VOLTS ~
VA VOLT-AMPERES
z
W WIRE, WATTS Lu 0
WP WEATHERPROOF ~ Q
TYPICAL EQUIPMENT MOUNTING RACK Dc FAIL
PROVIDE LOGO-----~ NOT TO ~~~-~LE "ELECTRIC'
H
0
STAINLESS STEEL- ? 8 HEX HEAD BOLT
W/ WASHER I21 ~
COVER
SKID RESISTANT HEAVY DUTY WITH 2 BOLTS PULL SLOT- SURFACE MARKER TAKE
iSUBJECT TO OCCASIONAL r- -
NON-DELIBERATE HEAVY VEHICLES) i FIN. FIN. GRADE ~W
I IIII~~ ~ 7~ i
u„~ i ~~P,, d, ~ p6.
~ -CONCRETE Rlt~,: I FULL LENGTH '~--~1 AROUND BOX ELECTRICAL HANDHOLE ~ y y ;
GASKET GENERATOR ENCLOSURE Q - = ~ : ~o+ - -
~ _ SP IC (TYP A - a o ~ ' - L E ICU FLEXIBLE 'v'"' ~
~ ,,.tip; CABLES ; ti';~b ~ ti:
• POLYMER CONCRETE FURNISHED d ~ SEALING FITTI WITH OH P
to ~ X AN V R BO D CO E i EARTH N NG ~ P CH~~~ ,RTH - ITYPICAU i EOUI MENT. III~~
~ BACKFILL COMPACTED EARTH II ~ 12 I- 12 ~CKFILL PROVIDE PROPER
CONDUIT- 3000 PSI SUPPORT AND DESIGNED BY;
FUEL TANK CONCRETE TYPICAL wiRE AND i CONDUIT, QUANTITY PICAU wIRE AND , o v ~ FROM PUMP MANAGEMENT. CWC NDUIT, QUANTITY v o
~ ~e•,~a FUEL TANK DIMENSIONS ~ 1 CHAMFER AND SIZE AS INDICT ~1 ~ et,t b ~a u ~ D SIZE AS INDICATED CONTROL ! DRAWN BY.
~ ~ APPROX, 113 L X 43' W ON PLANS AND RIS PLANS AND RISERS v PANEL i8 88 ~ A.o v 'p ~
4„ ' PM NT TO PAO AS RECOMMENDED BY EQUIPMENT MFR. ~ BOLT EOUI E FIN. GRADE ' ~ ~ CHECKED BY:
~ o 0 0 0 0 l~ o 0 0 0 3000 PSi X00 PSG z II/2'C. WET
CONCRETE ~ INCRETE ~ 8"14 - 3/4'C WELL CWC iv (FLOAT SWITCH PROJECT NO,.
~ ~ 4 3' MIN. ITYP,) ~ - ~ - CIRCUITS)
~ GRAVEL OR L CRUSHED u6 REBAR 12" O, C, ~ 2303-1. 0 2'C.
ROCK 8" EACH WAY i ° v a PUMP MOTOR DAtE: CIRCUITS (SEE RISER) MAY 2006
~ ~ 3' 1.5' 3'
SCALE:
h~ I 'MINIM N
N A5 SHOWN
C
2 HANDHOLE DETAIL 3 R n GENERATO PAD DETAIL
r q Q 16 NOT TO SCALE NOT TO SCALE q - TYPICA~ DUCT BANK SECTION 5 HANDHO~E DETAIL AT WET W~~~ -
I ~i SHE~t 14 of 18
16 U NOT TO SCALE 16 NOT TO SCALE
ono
vi ry)
O G

13'-0'
" 6'-0' 6'-p" "
f- ALARM LIGHT PUMP STATION CONTROL PANEL
ALARM HORN
0
TOGGLE SWITCH FOR SERVICE LIGHT RVI SE CE LIGHT
W/WP COVER z 0
~~w N
WIRING TROUGH ~ N
Z ~ U OWp ~ U W U S)L
v \ \ N"1
v, r\'I AUTO a z N r1 i i v
N U U ~ O
PANEL DIALER N ~ ~ o TVSS MAIN LP ~ 3 ~ _ N N
;r, DISCONNECT ~ ~ I ~
SWITCH ATS PUMP o 0 ~ n. CONTROL HANDHOLE '
PANEL ~ c~ ~ v v
a a
GF TYPE DUPLEX ~ v~ c
RECEPTACLE W/WP u, ~ tt a N N
'IN USE' COVER w a. ~ w z = JAW _.1F-U WZS
~a~ m3~ JrU ~ Q3~= ~
U F- Ups U C~ to ' ~ ~ N ~t
wma w= ~ w J J = f-' F- M
Q] ~ mZ0 X Z X m~d ~ d p XZO ~ _ ^ rn
w Q wj~ J ~ Lla Q' J V N ~ J~~ ,G rt V m
w ww , 4#14-?r4"C. ~ a z ~
AUTO DIALER ~ ~ 'd
® ® lLL.11 7.5 7.5 F ® _~1 ~ ~ ~ .5 F F F F Z ~
IPM NT A T AK QU LYU RC NG NTI MO L1J z
SCALES 3/4' = I' - 0" '4 C M 01
17 p c i z z w z~ a~ Ng ~ ~s~r r z © d o O O u- J~ C3~ ~ ~ ~ W~ a.0~~ 2 ~ - ~ N O Wd ~Q ~G d OQ wd U~-QO i,oo
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> y > > ~ XW ~w dW 3 Ow ~ ~ ~ ~ rn
> iY a n n. n. ~ r z ~ a o~ z aw~z ~ ~ W W`
o~ c Q < J Q d ~ O J O T W J~ J z N
N w J ~ d a a. w d a d d ~ v; w o w z
~ d W J
2 I PUMP CONTROL ONE L.~f~E DIA RA G M Q
AREA LIGHT, GE CAT. ~ M2ARl5SIH2LMS41 NOT TO SCALE Z
W/PE SWITCH OR EQUAL WIRING TROUGH, 7 - J
6' x 6' x REQUIRED LENGTH,
1112" CONDUIT NEMA 4X Q ~ V
25' TREATED, CLASS 150A 240/120V, 3PH, 4W 2'14,1~14G.-112'C SERVICE IICHT;
5 WOOD POLE SERVICE DROP BY LITHONIA ~ DIAW 2 32 120 GEBIORS, _ _U F-
UTILITY COMPANY AUTOMATIC TRANSFER OR EQUAL ~ ~ QL 0 I-
I I/2' TO 3/4" REDUCING BUSHING SWITCH ISOA, 3P, SN, 240V, NEMA 4X ALARM HORN ZZ U
PROVIDE GUY STRAND WITH e' A~ARI~ LIGHT w W ~ J
LONG YELLOW GUY GUARD 4~U0,1~6G-II/2'C WQI W
AND SCREW ANCHOR IF 4'4, FUSED SERVICE I'6G- TOGGLE SWITt,H; 20A,120V W/ WP ENCLOSURE fE z > w w p~ z
REQUIRED TO STABILIZE POLE, NN 1 WITCH II/4'C, 2 DISCO EC S 3s4, 16G. o ~Q p
200A1150AF13P, SN, ~ -I114'C. ~
240V, NEh~A 4X, SERVICE i EQUIPMENT Q 4K d 5 W GENERATOR ~ - I ~
EOUIP~IENi RAZED, ~10UNTING RACK. 240/120V, 3PH, 4W ~ ~ ~
I SEE DETAILS ~ ~ ' I TVSS 1/16 & 1;17 Z W 2
2 t2, i 12~ 3/4'C, _ W/ INTEGRAL 4 I/O I U2 C. PUMP LP-6 I- ~ S1. CONTROL PANEL ~ ~
I NN CT PANEL _I AUTO PROVIDE 1El.EPHONE CONNECTOR D SCO E N ~ E CONTROL LP DIALER COMPATIaIE W! ~ ~i AUTO DIALER IN 0 ~ F- fA
PANEL LP WP ENCLOSURE METER BASE LP_4 150A N
GF,WP ~ J BATTERY CHARGER C W
~ - - ELECTRICAL HANDHOLE; B ~ TOLE; JACKET HEATER W _U
4 ~,I 6G I C 13'W x 24'L x 24' 0, D,
TELEPHONE CO o ~6G~ SEE DETAILS 2/16 & 5/16 INTERFACE BOX ~ 3/4 C. 10'14 -3/4'C. & 5/16 ~
En I ISI~NAU 2" C. ~ WP, CONCRETE PAD. GF SEE PAD DETAIL
it 3/I6
24 MIN. ALL CONDUIT (PROVIDE CONCRETE ENCASEMENT) I z w
o
Q FLEXIBLE CABLES FURNISHED
WITH E~UiPMENT.PROVIDE ~ENERATCn
---.Lp-2 - - PROPER SUPPORT AND
- - - - II/2" C. MANAGEMENT, CONTROL T PANEL
2' EMPTY CONDUIT s~P-3' S j
TO STREET. COORDINATE TELEPHONE CABLE GROUND R00 3/4" SPARE CONDUIT. ~ J W O Y
STREET TERMINATION IN I' C, 4 CONDUCTOR INSTALL TO 2' BEYOND WITH LOCAL TELEPHONE CO. 22 AWG COPPER, M TA WAT R - - EDGE OF PAD AND CAP.
CATEGORY 3 E L E ~ PIPE IF AVAILABLE, ~ 7.5 7.5 F ~ J ~ W ~ ,5 7.5 _ w ~ ~
OTHERWISE DI CIRCUITS LPI-3, 5 U Z r~ w W 4~1/0,1~6G- ~ ~ d c o 0
FORCE MAIN TO GENERATOR I I/2"C TO ATS ~ J .
FROM GENERATOR 310 (POWER), 4"12 (CONTROU, PROVIDE CONCRETE M o 0 0
I~IOG-I" C. (PROVIDE 3"12 - 3/4' C ENCASEMENT v U TO ATS (GENERATOR N ~ ~ o
CONCRETE START CIRCUIT) ~ ? o J 7~~;
3 LECTRICA~ RISER DIAGRAM ENCASEMENT) E
e~12 - 3/a' c. I ~ NOT TO SCALE (FLOAT SWITCHES) y = AUTO DIALER ~ ° ~ ~ ~ -
(GENERATOR -a:,"~ M ~O
FAILURE ALARM ~ 3; 1 ~ AUTO AND RUN CIRCUITS) ~ ~y ;6d ; ~
T ~ D~aLER ;~y~-,, a P
C~p\~
~J iii~~~~ mod cs o~
rrz ~Q r-d d u o ° J c J DESIGNED BY:
GENERAL NOTES; sa ~d r w w
C u u MA I. THIS DRAWING IS TYPICAL OF THREE PUMP STATIONS; ATIONS; ~ ww zw CWC a s w~
~ PANELBOARD LP ENCLOSURE TYPES NE 4X IOOA MAIN BUS RATING D PUMP STATION N0.1 FAIRWAY RD. r o ~ o z DRAWN BY: ~ ~ J
VOLTAGES 120/240 IPH, 3W MOUNTINGS SURFACE TYPE; BRANCH CKT. 60A MCB TOP PUMP STATION N0.2 AYDEN COUNTRY CLUB RD. CLUB RD, d a AO ~ w
~ T PUMP STATION N0.3 HINES RD. CHECKED BY:
r BRANCH CIRCUIT DEVICE PHASE LOADS DEVICE BRANCH CIRCUI ~WC
~ LOAD WIRE SIZE VA TRIP OLE KT LINE I LINE 2 KT POLE TRIP VA WIRE SIZE LOAD q ~RO~ECr No.:
`D AUTO DIALER 3"12-I/2'C 100 20 I I 2T0 2 I 20 170 312-3/4' AREA LIGHT GENERAT OR COf~ ~ ~ N 0 ~ LIN E DIAGRAM 2393-L
~ KEYED NOTES; NOT T~ SCALE DATE:
vii GEN. GATT, CHARGER 625 20 I 3 1625 4 I 20 1000 3'sl2-I/2'C GFCI RECEPTACLE 5"I , PROVIDE LOAD SIDE LUGS UL APPROVED FOR CONNECTION
T R 112 - 1800 20 I 5 1900 6 I 20 100 3"12-I/2'C SERVICE LIGHT I GEN. JACKET HEA E 3/4'C PER PHASE; TOSS CIRCUIT CONDUCTORS AND SERVICE FEED CONNECTION OF TWO CONDUCTORS MAY 2006 SERVICE FEEDER CONDUCTORS, SCALE:
`T I~0 20 SPARE ,
GEN~~ATQR RCPT, l~0 2Q I t 8 I ~ T P~ R N ,TOE T PHa A 2 CaNNEC. P~1NE~ ~ CEDE CO DUC ~ 0 SEA - r ~ r _ _ _ ~Nas~ ~~NeUcTG~ OE I~~ vtil_i ~urui~oi_ ~I~cull iP~ cu~v ~ PHaSE~ "A" & "C", CONN€CT
SPARE 20 9 10 20 SPARE I I PHA 'A' OR 'C'. PHASE "8' IS THE NIGH LEG. ZCUI i iP~ ~u~v T ~~L ~~~EL T~ ~iTN~I~
~ SE %i? JI it~~o~'~'~
~ SPACE 20 I II 12 I 20 SPACE
~o~~
Q u IV iova )
KVA LOAD. 3.96 10,000 AMPS 1~ SHLLr 15 of
MIN. INTERRUPTING CAP, (RMS SYM. AMPS) AMPERE LOAD: 18
~c
o 03
0-)
E2-
moo
?SAIL?

WIDTH AS SHOWN
ON DRAWINGS TOP OF COVER
D C
TWO 1" DIA. HOLES 0 REQUIRED FOR 0 P F~
CONCRETE THRUST BLOCK II II I STORM AND SANITARY ( ~ Z J
MECHANIC J IN I~ ,I I S W R Y AL O T CAP I E E ONL •..,a ,:P. THRUST BLOCKING 4';•,, Z
~ 5 FEET (MINIMUM) •t ~'e•.• •:+,'''•:e~''~'~ CONC. THRUST COLLAR a W O PAVEMENT Z
• ' ' ' ~ ~ s SHALL BE - , ~ ~
45° W W SAW CUT TO EXIST. ~
PROV A G~ w IDE PAVEMENT A
5' MIN. TEE INTERSF'C1`ION CLEAN EDGE ~ B
DTP' D.I. PIPE I A /2 I (TYPJ Q /2 LAG BOLTS Q
0 0118$ p ° ~ BOTTOM ) ° W ~ CF (TYP. OF 4) ~ o
~a ' a • 5 ~ a m ~ COVER /g' THREADED RODS . ~ J I I I(I ok I MAN E COVERS FOR K. 0. HOL
F_ 4 ~ ~2 MIN. (EACH SIDE) `-I "MIN. WATER VALVE WATER ~2 AIR-RELEASE VALVES, ASPHALT
~ > ~ ~ ~ THRUST 9lOCN ~ ~ y~ ~ IKEA •,e ~ MIN. AVG. WT. AND FORCEMAIN
A ~ D.I. PIPE BLOCKING ~ a ~ ~ b: AIR-RELEASE VALVES PAVED ROADS SHALL NOT HAVE VENT
~ . ~ RING 190 LBS 2,_11/„ COVER 120 LBS a 2'-11/4" HOLES A AREA TO BE TAMPED.
s " THRE E R A UNDISTURBED ~ r, ° 1'-11 " 1 11 ~4" MIN. NOTE1
/e ADD ODSIE CH SIDE) SOIL ~ ~ TOTAL 310 LBS 1'-111 " 1'-111 " IN LIEU OF 8" CABC AND A
B S PROVIDED IN NCDOT 2" TYPE I-2 ASPHALT, 6" ENCROACHMENT W
1. CONCRETE swu a Saco PSI , • • ~ p•' • t 2 CONCRETE SKILL NOT CONTACT Q •v. 1. ;p ~ , '.~'r LAG BOLTS HB ASPHALT IN 2-3" LIFTS (MIN. 2" TYPE I-2 ASPHALT)
,aTS oR nos oP NEal~wcx (2) 45 BENDS FOR _ JOMT FlTT?pS, 0 o' r•1 I ; ? ~ 'f (TYP. OF 4) WILL BE ALLOWED. THIS IS ~ ~ N ~ ~
USE THREADED RODS FOR PIPES 12" & SMALLER a.mENacs sNru cusoRN ro 90 ANGLE , _ l1~ 1„ ONLY• PIPES LARGER THAN 12" WILL REQUIRE ;TU"ii®, ir~ar a~ocx r .1_. z w 3 ONLY IF PAVEMENT SECTION C AS PROVIDED IN NCDOT ~ M
RESTRAINED JOINTS. r/aes, w•a tlwu w•n,Pa AREA or caxRCrc REOUIIEO. 1' -10 I/4 i Q - d I „ IS NOT PROVIDED IN NCDOT ENCROACHMENT ~
S.ALL 8E109 AND XTERSECTgNS ~ SNAiI NAVE COMGKTE THRUST 2'- 1/2„ 110/4 ~N~ I „ ENCROACHMENT AGREEMENT. AGREEMENT (MIN. 8
,y."~, 6.O~Yl1C. ~ 4 3/g"-- 2 ~ ~ ~2 3 a z ~r 4 /e" OF CRUSHED STONE) m
1 STANDARD CAPPING D~ 1~AIL. 2.-9 1-,~ 4 1 ~ n ' s 00 2'-9
C-16 NOT TO SCALE U D 1" TYPE I-2_ ASPHALT OVERLAY Z ~ X
Z
2 STANDARD TH RUST BLOCKING VI 3 EWS STANDAR D MANHOLE RIB W Z ~ w~ OLE RING AND COVER =
C-16 NOT TO SCALE C-16 NOT TO SCAL( 4 T TO SCALE a a o
C-16 _ ~ N NOT TO SCALE O T
o~ 2 m
- t ~ ~r
W w n
..i.. W Z z ° N - r-I
(PAVED AREAS) EXISTING WATER MAIN NOTLS t2" THICKNESS I-2, C7 z
H OR H8 BITUMINOUS w
UNDISTURBED--*? NEW TAPPING SLEEVE i. ALL FITTINGS SHALL BE CONCRETE TYP. FINISHED GRADE TRENCH WALL COVERED WITH 10 MIL Z IN UNPAVED AREAS (UNPAVED AREAS)
POLYETHLENE SHEETS TYP. FINISHED ~ "aZ CONC. ENCASEMENT NEW TAPPING PR10R TO POURING GRADE IN . ~ g AT 3000 P.S.I.
VALVE CONCRETE BLOCKING. PAVED AREAS ~ n (PAVED AREA ) 11~z" GALVANIZED STEEL d
S 12" THICKNESS I-2, MARKER PIPE EXTEND 30" ABOVE Z GRADE AND PAINT SAFETY ORANGE a
~ , x 2 P.V,C. PIPES SHALL BE ~ H OR HB BITUMINOUS CONCRETE + SUPPORTED EITHER SIDE CONCRETE
BLOCKING , OF SADDLE LOCATION WITH CONTRACTOR TO PRO' CONCRETE ENCASEMENT VALVE BO 10 HDPE AT 0 % GI 10" X 6" MJDI REDUCER tCOMPACT C-153 C A ) SET MARKER 2' DEEP 0 ,TOR TO PROVIDE A MINIMUM OF L SS 350 ~ 'E AT 0 ~ GRADE FOR PROPER d
NEW WATER PRIOR TO INSTALLING X COVER ALIGNMENT TO CONNI .NT TO CONNECT TO DIP U
MAIN SADDLE. < (UNPAVED AREAS) ~ PROVIDE MJD]P PLUG, MARK = RESTRAINED JOINT ~ LOCATION W/ UPRIGHT 2" I'
BASE COURSE ~ CONC. ENCASEMENT AT 3000 P.s.l, 10.75", 12.75"~ 14 BY APPROVED o ? ~ ~
NOTE TO CONTRACTORS o a 16.00` OR 18.00" D 12.75 ~ 14.00 ~ MEANS SEE SPECS. ~ ~ STEEL PIPE AND BURY p ~
PLAN VALVE BOX-~ VALVE BOX SHOULD NOT ! 0° CONTACT MWN OR VALVEN ~ ~ HDPE OR 18.00" DR-9 Z Z W
TAMPED BACKFILL ' RJ DIP - 2 FULL 18' JOINTS LAID HOR ~
UNDISTURBED ' a TRENCH WALL MAIN I I VALVE ° IZONTAL PVC SAME SIZE AS D[P W Z ~
(1 NOMINAL P[PE SIZE SMALLER THAN HOPE W (7
NEw TAPPIN rr- NEW TAPPING VALVE 2'•O" NOMINAL PIPE DIAMETER) D p: J
SLEEVE: PLAN CONTRACTO ~ d ~ N STANDARD SLIP JOINT ~ ~ H CO TRACTOR TO FUSE ON MJ ADAPTER NO DEFLECTION IN THESE JOINTS W _ t,`J
TAMPED BACKFILL BLOCKING a~ DR - 11 M DR - 11 MIN. THICKNESS ® ~
CONCRETE ;'~k BACKFILL DIP WITH SELECT OFFSITE GRANULAR MATERIAL OR
BLOCKING CRGSHEO STONE BEDDING SECTION 1. D•I,P. MAY BE USED FOR VALVE BOX EXTENSIONS. CRUSHER RUN FOR FULL P]PE LENGTH FROM 6 BELOW PIPE Z W ~ STIFFENER REOUIRED INVERT TO TOP OF PIPE ~
(SEE CHART 2. VALVE OPERATING NUT MUST BE EXTENDED SO FOR SIZING) UNDISTURBED THAT THE DEPTH IS NO GREATER THEN 5' FROM o w
CMU(S)FOR BOTTOM THE SURFACE USING A MANUFACTURER APPROVED PIER OR ~ ~ ~
APPROVED ELEVATION EXTENSION KIT. 7 RESTRAINT DETAIL 10" HDPE AND LARGER ~ ~
EQUAL 3 PRECAST CONCRETE ENCASEMENT IS ALLOWED OUTSIDE OF PAVED AREAS. - - - - _ _ _ - _ W ~ C-16 NOT TO SCALE ~
5 ~ TAPPING SLEEVE AND VALVE DETAIL i d
6 STANDARD VALVE BOX INSTALLATION t!?
C-16. N.T,S. C-16 NTS
Z W
CL ROADWAY }
d
~ PAVEMENT va u ~ o ~ ~ ~a~, ,
0 5' FROM
FILL SLOPE q~ -f' AI 1 X41 ~'!C ..W lx~i.~_ 4/ '
z b ~ Z 4 Cl ~ - "r.
w z_ 3 ~z Z
~ ~ J W u r~ ~ ~~~.,W (n J 1'-0" TYP. UNLESS `L~ ~g,
STEEL PIPE SUPPORT Q Z = w Q SHOWN OTHERWISE ra 3 W ON DRAWING °a ~1,;~ ;
~ END SEAL (SEE SPECIFICATIONS) ~ 5'-0" SQUARE d
- GASKET ~ EASEMENT ~ ° o HYDRANT TO BE PLACED WITH
(TYP.) r~ 4" PUMPER NOZZLE FACING ROAD HYDRANT
2~~z" HOSE ,~/G~tl (0 VALVE PROTECTOR RING Z ~ NOZZLE EXISTNO OR PROPOSED CR10E
C.I. VALVE BOX ~ ~
D.I. PIPE CAST IRON ~ N I: ~ ~ ~ ~ N 2
Z METER BOX TRANSITION RANSITION s° GATE VPLVE x/: ~ ~ y Z w HYDRANT TO BE 4 3
o COMPACTED COUPLING OUPLING 7q" BRIDLE ROD ~ r PA64TED ONE COAT ~ (
M BACKFILL IF REQ'D REQ'D AND COLLAR (TYP. : i OF RED AFTER 8 2 OF 2) ~ INSTALLATION,
nW 5 6 NEW WATER MNN 6" rn NOi LESS THAN 8 4'aWILrLR
5° 3' 8' 8' 3 3' p-O~~ DIP CU.FT. •57 CRUSHED ~0~ "'r 10 9 . ` E TEE STONE (AROUND wA ER
3 3 12" COIFACTED N0.67 ST ~`'s WEEP HOLESI
18' JOINT OF DI CONCRETE r ¢a,~prn::.~1.; THRUST ;-":,'~,,t;,; CONCRETE THRUST s'-0" ~
STEEL ENCASEMENT TYPE "K" SOFT ''r BLOCKING 1/3 C.Y. BEL of wTwas HorE: ii BLOCKING - ;a.:;"": `O AT 3000 PSI. I PRECUr u sr LMR vavE ro BE P-zo MTH DESIGNED BY: 1/3 CY 0 P-3"X1'-3" THK. ~ z CRASH Hoao VACUUI Cl1ECK BY CRISPH
PIPE TAPPING SADDLE COPPER PIPE 3000 PSI CONCRETE SLAB y 3 z° NR V OR VA MATIC VY 45. MUP
7q' BRIDLE ROD AND 4 r' cure stop BAtL vAlvF z. rl~ NR REIF~G wraia.E COLLAR (TYP. OF 2) "D"Pm` ~ HsrA<E~o w T~ DRAWN BY. NOTE a z" ~caavacAL ,arrt BRASS PPE AND mrHCS SHaADER OR u DRECrm
NOTE; AS SPECIFIED 1 Z" TYPE "K•,SOFT COPPER WITH FlAREO ELBOW BY 7HE ENCNEER. CLP 1, CONCRETE PAD -THIS WILL APPLY TO ALL VALVES caRPaRATKxr cocK S.roR wNS LocATeo oursnE or v
WATER SERVICE CONNECTION TO METER AT ALL LOCATIONS. CONCRETE PAD TO BE POURED e• ow¢rER oRA., srREEr RIGHT-aF-wArs THE CHECKED BY;
ENDS OF CASING CAN BE SEALED USING MODEL AC PULL-ON MAIN BOX TO BE TYPE 'K' SOFT COPPER SO THAT NO FITTING OR FLANGES ARE COVERED. >o GROUr ve• ra r-o• uH SLOPE To aTAN wXK+uw asrAHC£ BErwEEH rHE n PVE c.P wraHa.E A!o THE vKVE eoX MUP 12 2"-OAT[ VKYE 4. wN SH1LL~ ~ PSEFHOIM,H TO
EXTENDED 18" MIN. AND/OR TO END SEAL GASKET, AS MANUFACTURED BY ADVANCE PRODUCT y. THRUST BLOCKING SHALL BE IN ACCORDANCE WITH SEE STANDARD DETAI W-3 i0 tCiUiE PROPER BACKFLL. ACCOYOOAIE NST/LLATKkr AS SHOWN srANDARD DETA~. PP~O,IECT NO.:
THE BOTTOM OF DITCHLINE AND
SYSTEMS, INC., OR APPROVED EQUAL IN LIEU OF CONCRETE TURNED TOWARD CONNECTION 3.CONCRETE BLOCKING TO BE 2" FROM HYDRANT WEEP HOLES. 2393-L
FILL 4.HYDRANT STANDPIPE TO BE EXTENDED AS NECESSARY TO DATE: SUIT EX. GROUND ELEVATION. AUGUST 2005
NOTE PROTECT CORPORATION STOP DURING POLY OR COPPER
BACKFILLING OPERATIONS. REPAIR OR SERVICE LINE SCALE,
REPLACE CORP. STOP IF DAMAGED. to FIRE HYDRANT ASSEMBLY NOR.
C-i6 NOT TO SCALE VER.
/11 ~ CTANfIARfI W~TFR AIR
MBLY C-16 RELEASE VALVE SHEET 14 of 18
nSTEEL ENCASEMENT DETAIL Y4' & V METER Box ASSEMBLY
C-16 NOT TO SCALE C-16 NOT TO SCALE
C¦
77lll\SH[f iC-1d.O6N 5/75/7(106 10. 4tl. ?8 AM

PIPE DIA ~2' RESULTANT THRUST AT FITTIh 1RUST AT FITTING AT 150 P.S.I. WATER PRESSURE
FINISHED TOTA 'D GRADE TYPES OF THRUST BLOCKING TOTAL POUNDS
NOT TO SCALE NOMINAL SO[L (8 BAR SQ: F°TADI
i ~ - DEAD 90° PIPE MAY NOT ENTER ~ ~ PIPE DEAD 90° 45° 221'2° 111'4° MUCK 0 END BEND BEND BEND BEND SOFT CLAY 1,000
° MANHOLE THROUGH CONE ~'Y" ~ ~ 1i ~ ~ - I=~ I _ DIA. END BEND SECTION OR JOINT c~~, ~ ' _ - _ ~ -i i ~ SILT 1,500
'D~ D D _J Ill,-.-- - _ „ 2,700 3,800 ~k_;` o~~ I_l 1_111 ~I_JIl_1~ I-_ ' - ~ 4 ,700 3,800 2,100 1,100 530 SANDY SILT 3,000
WYE FITTING ~ ~ ~ ~ ~ ~ _ ~ . ~ ~ ~ ~J ~ ~ ` ~ 'D ~ ~ ~ ~ _ - „ 5,600 8,000 SAND 4,000 ,600 8,000 4,300 2,200 1,100 SANDY CLAY 6,000 CONCRETE THRUST
C~• - I-III,-II- = 6 _ ~ ~1-,~-~~ ~ ~ ~ 6" 9,700 13,600 ,700 13,600 7,400 3,600 1,900 HARD CLAY 9,000 COLLAR 13000 P.SL) B ~
G, c ~ 0 - - ~ o, D ~ nr - ~ , ~ I UNDISTURBED ~ Z
~ ~ ~ ~ ~ - 10" 14,500 20,501 ~ ~ y ~ i_i i i- ~ ~ I-. I w ~ ~~C.~ ~ ~ -~~t--~~i_ - I~_'> ~ - - 12" 20,500 29,001 1,500 20,500 11.100 5,100 2,900 SOIL ~ I a (A
.III-II " Jl ~ ° ~o~. - - ' ~ ~ J,500 29,000 15,700 8,000 4,000 ° MECH. JOINT a, idi":. a 'a ,,,t TAPPED ~
°•D, • I - =11~•~~. ~-~i~--1~~- ~ 14 2T,fioo 39,001 TRENCH WALL C D.LP. W 7,600 39,000 21,100 11,000 5,400 PLUG MAIN ~ ANCHOR RING ° D.LP
~ • x I- -III ->T~TI=rR-~T7--~T - -_-1 ° D T-~ D, ° « -i i_ ill-III-111- 16 35.700 50,401 5,700 50,400 27,300 14,000 7,000 , 'MAIN ° 4._0.,
~ D ~ ~ ~1 /I PIPE D• ' , ( 18 44,800 63,401 4,800 63,400 34,400 17,500 8,800 TRENCH WALL ;~I~,F~~~p~,fi ~ , off ~1 e ~'M,~>~s:;--COMPACTED
° SECTION ~ ~ - ,a ~ THRU LINE CONNECTION THRU LINE CONNECTION DIRECTION CHANGE DIRECTION H , ~ ' ' fl BACKFILL MEGALUG OR 5,000 77,800 42,100 21,500 10,800 I APPROVED EQUAL
' ~ ~ ~ TEE C ANGE 20 55,000 77,801 CROSS USED AS TEE ELBOW TEE USED AS ELBOW ° G 111, i os ~,,~C 24 76,500 00 UNDISTURBED TYPE ANCHOR RING 6,500 111,000 60,000 31,600 15,400
' D ~ lL' ( C D • )L~( - 30" 120, 600 170, 60 SOIL SECTION 0,600 170,600 92,300 47,100 23,600
90 BEND ; ' kj~a I = ,II „ ° ~ , ~ ~ 36 172,800 244,40 2,800 244,400 132,300 67,500 33,900 PLAN a
' ° ~ ~ a~ ~i. ~u~~ I ~ 1. - ~ LI
6 ~6L~~~~-~~-~~ in ~ - 42 233,300 330,OC c_ a a 1- j - - 3,300 330,000 178,600 91,000 45,100 Z a
° ~`,~`~`~~,C'~~" - I~ -LI ~=~~i - - 304,000 430,00 ' STONE BASE - ~ ~ --1 I I - 48 e , Y ° D D ° ~ _ 'D~ 't v c _ ~ _ ~t _ _ i i- _I I r-~' . , 54" 384,100 543, 20 4,000 430,000 232,700 118,600 59,600 NOTES: fi" TO 16" MAINS•12-N0.7 BARS a
- i L-1 I t- , ~t~`.'u~.Op_C~~ ,~)-t~;~~~~' Q(j~ i:0~~~ =III= ~i-ii~~iii- ~ - II I- 4,100 543,200 294,000 149,000 75,300 20" TO 36" MAINS•12-N0.8 BARS
^ i.l. ~_i, U ~ r~ - -III--I I i- - ~ ~ ~ ~ ~ 0~„~1. ,-~'1, SECTIONAL PLAN ~~~r~u ~ U ~ ICJ, J~~,>~,~~ ~ A„ CONC ENCASEMENT a.G~ (~.0; x~o Jig 0..0 (J~~Ci ~ ~ r,,.~ ~ ,~7~ 3000 PSI ~ . BARS PLACED AS SHOWN R INFORCING
~ ~ ' " NOT TO SCALE - ~ W s
12" STONE BASE _ 1=1~' i _ 1. TO DETERMINE Th ^ . =r-I _ - ~i , l~ FORCE BY THE B DETERMINE THE SIZE OF A CONCRETE THRUST BLOCK, DIVIDE THE TOTAL SCHEDULE )RCE BY THE BEARING VALUES OF THE SOIL. THE QUOTIENT WILL 8E THE ~ ~ N
_Iii_a1iII ~ -I .~~,_~-~~.il l_ SIZE OF THE BEA lE OF THE BEARING AREA OF THE THRUST BLOCK IN SQUARE FEET. PIPE DIAMETER CONCRETE THRUST COLLAR ANCHOR RING RING REQUIRED z ~ ~r
SECTION ~ APPROXIMATE VAL L . 'PROXIMATE VALUES FOR VARIOUS TYPES OF SOIL ARE LISTED IN THE A B C W 'y ',BLE BELOW. - Q ~ M 6" 12" 1'-0" 1'-0" 2" ONE Qr x ~ v,
NOT TO SCALE _ -1 _ - _ l;_= TABLE BELOW. _ _ - = 2. CONCRETE SHALL ( ~I - )NCRETE SHALL NAVE A 28 DAY COMPRESSIVE STRENGTH OF 3000 psi. 16" 10' 4" 2" ONE ~ cv ~
NOTES: 2 V M 20" 10" 4" 3" ONE ~ Z ,a
3. LEAVE JOINTS CL~ 1. TO BE CONSTRUCTED FOR DROPS OVER 30". CHANGE LINE SIZE DIRECTION CHANGE DIRECTION CHANGE 4. POLYETHYLENE SI ;AVE JOINTS CLEAR OF CONCRETE. M 24~~ 10~~ 4' 3., TWO ~ r o0 )LYETHYLENE SHALL BE WRAPPED AROUND FITTING WHERE CONCRETE
REDUCER CROSS USED AS ELBOW BLOCKING MAY BE 2. PVC OR ABS FITTINGS MAY BE USED FOR THE DROP IF THE MAIN LINE IS ABS OR PVC OCKING MAY R V 30" 10" 7" 4" TWO U " 'm BE EMO ED ~ z ~ Q,
3. APPROVED PRECAST DROP MANHOLES MAY BE USED 36" 10" 10" 4" TWO ~ - ~ x
W w z 3 TANDARD THRUST COLLAR INSTALLATION H- ~ M
OUTSIDE DROP MANHOLE CONCRETE THRUST 1 LOCKING 2 SING NOT TO SCA d ~ ° C-17 LE
C-17 NOT TO SCALE C-17 NOT TO SCALE 0 _ Q
Z m~ - r~
W ~ W `
T W O
I-STEEL SPIDER ASSEMBLY REQUIRED REACTION BEARING AREAS FOR HORIZONTAL WATER PIPE BENDS y Z REACTION BEARING AREAS FOR HORIZONTAL WATER PIPE BENDS I- ~
AS SHOWN PER JOINT OF CARRIER PIPE BASED ON TEST PRESSURE OF 200 P.S.I. BASED ON TEST PRESSURE OF 200 P.S.I. z ILL AREAS LIVEN N SWARE FEET. ALL ARFAS GIYEN N SWARE FEET. W
STEEL ENCASEMENT PIPE 6"' a,
D - - ~ rO ©`r O~ ~ 4 0~ v yv h ~ e0 / \P O O QO
FINISHE GRADE
x T " S E PAT 8" E L L E STRAP CARRIER PIPE j~ 0 k O~,C ,'Yst V ~c ~ 0~ ~ 4 ~ ~ 0 ~ ~k G k o a ti~ ~ Z
0~' ~ 4 ~ 4 v 4 ~4 P ~4 ~v~~4 ~ oo ti~ Off' J v 4 ~ O~ F 4 ~ 4~ 0 O~ ~4 J ~e ~ a• y ~ y~ a ~ ~ ~ y o o e m W >r o ~ ~ ~ w ~ o o o ~o ~ e m ov m o m ~ oo m c, m X00 o o ~ ~ m ov ~ Q o m o~~~ ~ o e m p
v' ~ i ~ tiG ~O fie' ~ ,lv v G ~ Op ~ ~Z ~C' O ee v v ,O /.j Vv v V v ~ v ri ~o
i FORCE MNN I DISCHARGE ,~w 0 ti~ J 0 00 4 0o Q 00 y 00 ' 00 O 00 \O y G p ® F JJ 00 00 4 00 Q' ~ a 00 O 00 0 00 \O'~' y Off' p00 Q ~ 4 ~ e0 0 ~O y0 0 e' ~ e- ~O ~O ~~0 OJ h0 e0 ,~0 ti 4 ti O O p 0 O e' p0 Q• O ~ 0 ~ O J O O O• h O ~ ry O 0 ~ 0 ~e ~a hN O ~ y+b hIa O~ e-~. V
b s~ 4 6" _
ENCLOSED END W/ ° MATCH CROWN ELEV. D D . ' ~ , 2-3/4" x 4" BOLTS 8" BRICK MASONARY 111/4 ° 1,108 1 1 1 1 1 1 2 1 ° ~
F RCE MAIN PIPE ~ ~ ° JO.. OF 0 W/ HEX NUTS EA. TO CROWN ELEv, OF ~ ' > SIDE OF SPIDER CASING SECTIOf~ 111/4 17,734 5 9 11 3 3 5 18 2 22 1/2° 2,207 1 2 2 1 1 1 3 1 22 1/2~' 35,305 9 16 22 5 5 9 36 4
~ OUTLET PIPE NOT TO SCALE 45° 4,328 2 3 3 1 1 2 5 1 45° Z Z 69,252 18 35 42 9 9 18 70 7 ~J
` > > V D 90° 7,996 2 4 5 1 1 2 8 1 90° 127,936 32 64 77 16 16 32 128 13 ~ Q
1 GROUT PIPE IN PLACE PLUG 5,655 2 3 4 1 1 2 6 1 PLUG 90 478 23 46 55 12 12 23 91 10 W Q F--
W/NON-SHRINK GROUT STEEL ENCASEMENT TYP. PIPE 7/8~~ g~~ 30;; Z ~ W
8" x3 "STEEL PLATE STRAP FORCE MAIN ~ STEEL PLATE /s ° ° W p~ w 111/4 1,970 1 1 2 1 1 1 2 1 111/4 27,709 7 14 17 4 4 7 2 3 Q
DISCHARGE SHOE I .P , 22 1/~ 3,922 1 2 3 1 1 i 4 1 22 1/~ 55,163 14 28 34 7 7 14 56 6 ~ ~
45° 7,694 2 4 5 1 1 2 8 1 45° i ? _ _ Q 08,206 ~8 55 65 14 14 28 109 11 ~ ~
90° 14,215 4 8 9 2 2 4 15 2 90° 199 900 50 100 120 25 25 50 200 20 Q 1 1 O ~ W PLUG 10,053 3 5 6 2 2 3 0 PLUG 141,372 36 71 85 18 18 36 142 15 I,j,~ 0
OUTLET 8" x 3/g" THK 12" Z ~ I
PIPE STEEL PLATE 36" F- W ° ° 'S t!} 111/4 4,433 2 3 3 1 1 2 5 1 111/4 39,901 10 20 24 5 5 10 40 4 ~ Z
• BRICK & MORTAR INVERT - - - - 22 1/~ 8,826 3 5 6 2 2 3 9 1 22 1/~ 79,439 20 40 48 10 10 20 30 8 O Q
' ; OR PRECAST INVERT _ ~ _ ` ~ MEETING SPECIFICATIONS ~ J 45° 17,312 5 9 it 3 3 5 18 2 45° 155,816 39 78 94 20 20 39 156 16
~ ~ ~ ~G U CARRIER PIPE 90° 31,983 B i6 19 4 4 8 32 4 90° 287,85 72 144 172 36 36 72 288 29 W -J
~-J,;~~J~(~ )o~~ca~lrt~r~~~~oOC~o` SECTIONAL PLAN ~ ,~ar~~r ~ . ~~,or,,.~ , ~:~.n~Q"~~ NOTES PLUG 22,619 6 12 14 3 3 6 23 3 PLUG 203,57 5t 102 122 26 26 51 204 21 ~ W
' N T TO CALE ~ 12" STONE BASE O S 16" 48" W U
1. ENTIRE SPIDER ASSEMBLY TO BE BITUMINOUS COATED AFTER FABRICATION, 11 114 ° 7,881 2 4 5 1 1 2 8 1 11 1/4 ° 70 935 18 36 9 ~ 43 9 18 71 8
2. FIELD MODIFY AS REQUIRED TO PROVIDE SECTION DESIGN SLOPE IN CARRIER PIPE. 22 1/2° 15,691 4 8 10 2 2 4 16 2 i/ ° 22 2 141,218 36 71 85 18 18 36 142 15
NOT TO SCALE 3. SPIDER ASSEMBLY NOT REQUIRED FOR SERVICE 45° 30,779 8 16 19 4 4 8 31 4 45° 217,007 70 139 166 35 35 10 277 28
LAT R N END ELEVATION E AL E CASEMENTS. NOT TO SCALE 90° 56,861 15 29 35 B 6 15 57 6 90° 511,742 128 256 320 64 64 128 512 52 Z
4. MAXIMUM SPACING OF SPIDER ASSEMBLIES NOT PLUG 40,213 10 21 25 5 5 10 41 5 PLUG 361,911 91 181 217 46 46 91 362 37 W r~
TO EXCEED 8 -0 O.C. REICTION BEARNG AREAS IRE N SQUIRE FEET CITY OF RALEIGH REACTION BEARNC AREAS IRE N SQUARE FEET ?EASURED N A VERTICAt PlAlE N TVE uEASURED N A vERr~cw RLAHE N THE CITY OF RALEIGH Q
TRENCH SEIE AT IN ANGLE OF YO° TO THE THRUST DEPARTMENT OF PUBLIC UTILITIES TRENCH 510E AT AN ANaE OF 90° To rHE THRUST DEPARTMENT OF PUBLIC UTILITIES
NNECTION TO MANHOLE SANITARY SEWERS MENT F R E MAIN CO TEEL ENCASE oc VEQTQR. THRUST BLOCKING DESIGN VECTOR THRUST BLOCKING DESIGN USE 6• - 90° BEND VALUE FOR HYDRANTS FOR USE 6" - 90° BEND VKUE FOR HYDRANTS FOfl
4 5 ADanoNAL SAFETY FAQTQR. QUANTITY TABLE ADDITIONk SAFETY FACTOR. , . , QUANTITY TABLE
C-17 NOT TO SCALE C-17 NOT TO SCALE W ,REVISIONS ATE REVISIONS DATE 'y U DW . N .REVISIONS DATE REVISIONS DATE D.W.G. 6-2 -99 D.W.C. 6-2 -99
w-~o w_i~ a.
U ; .
WATER TIGHT I PROPERTY ENTIRE SERVICE SAME MATERIAL UNLESS IN PAVED AREAS PLUG 'LINE
(WHERE THE WYE, BEND AND RISER MUST BE CAST IRON i i STANDARD MANHOLE RING AND COVER
PAVEMENT FINISH I I GRADE TWO 1" DIA. HOLES REQUIRED 4 i N ~
UNLESS MANHOLES ARE TO I USE FOUR 3/e INCH ANCHOR _ _ _ _ _ _ _ MANHOLE BREAK POINT
II lip iii, ah = _ _ _ BE WATER TIGHT 1 ~/z" F D D C BOLTS TO BOLT FRAME TO o B B SPACER. USE ROPE MASTIC
- 6" MIN. - ~ - - _ 6~ _III - .-1 i MIN SEAL BETWEEN FRAME AND 2'-O" ~ °//~1~~
1/8th BEND - _ _ _ _ _ SPACER. - CENTRI ~ o EC C
3/gu `:w.. %ie OR ~/a WYE _ ~ TAPER UNIT ~
Z BEND 1.0% ~ MINIMUM GRADE OF WATER TIGHT ~
_ I-1 I=~11 - - PLUG SOI UNDISTURBED - SOIL MANHOLE STEPS ALONG A
_ i i n l' L I I I~ I I I ~-111_-III I I I r= A ~:=11 I-1 I I-1 ~~-1 I I-I 11=1I I i I I=I I I__.1 I r a 1"R A A VERTICAL WALL NOT OVER THE
~L~1~=„L~II~_~~~-- - _ _ INFLUENT OR EFFLUENT PIPE. _ ALL LIFT HOLES WHICH
~ COMPACTED SOIL ~ ~ ~ MAIN - - -f - ~ - ~ ~ - - m ~ ~ ~ N M ~ ~ COMPLETELY PENETRATE
TAP TO BE MADE ON THE TOP QUARTER OF iv ~ ~ a iv 2 4' DIA. OR THE MANHOLE SHALL BE 5' DIA. FILLED WITH NON-SHRINKING
THE MAIN. IN-LINE WYE IS THE PREFERRED SECONDARY METHOD FOR SANITARY SEWER SERVICE. 4RY SECONDARY PRIVATE 0-RING JOINT OR GROUT.
1" ~ PAVED ROADS CLEAN OUT I )ADS UNPAVED ROADS PAVED DRIVE BUTYL RUBBER JOINT DESIGNED BY:
.\ti 1 FOR PAVED AND WELL THREADED I 2/ MUP
MAINTAJNED AREAS PAVED BRASS PLUG DETAIL C-C E DRAWN BY.
SURFACE THREADED NOTES WRAP THE EXTERIOR OF ALL ~ d CLP JOINTS WITH CONWRAP CS-212 ~ ~ CHECKED BY.
FINISHED BRASS PLUG I 4 TO BE TAMPED. BUTYL RESIN SEALANT AS
GRADE THREADED A. AREA TO BE TAMPE BRASS PLUG MANUFACTURED BY CONCRETE RISER )F CRUSHED STONE. SEALANTS OR APPROVED EQUAL UNIT MUP
CAST IRON OR SEE ~p B. 6" OF CRUSHED STI ~j" f' ~ ~ M C. 1" MIN. BITUMINOUS I DUCTILE IRON PIPE ENCASEMENT IN. BITUMINOUS CONCRETE SURFACE COURSE 5" 5" PROJECT NO,:
~ TYPE I-2'~ cD CAST IRON DETAILS E I-2'~ ;RUSHED STONE. A 2393-L
' I/TH BEND _ _ - _ TOP OF COVER SECTION D.8 CRUSHED STONE 4" THICKNESS o e BOTTOM OF COVER NOT TO SCALE CONCRETE TO MATCH EXISTING CONCRETE, BASE UNIT DATE:
3000 si CONC. E. NEW CONCRETE TI p BUT NO CASE LESS NO CASE LESS THAN 6 INCHES THICK.* BRICK & MORTAR INVERT - AUGUST 2005
6" F. 2" BITUMINOUS CONI IITUMINOUS CONCRETE SURFACE COURSE OR PRECAST INVERT ` I-2. MEETING SPECIFICATIONS SCALE:
SIDE VIEW PLAN TYPE I-2~ ~ IN PAVED AREAS, RE TOP VIEW CAST IRON WYE NOT TO SCALE AVED AREAS, REMOVE AND REPLACE PIPE HOR.
I RA PAVEMENT A MINIMU EMENT A MINIMUM OF 6 INCHES BEYOND PRIVATE
TRENCH EXCAVATI01 NOTE RING 190 LBS. vcH EXCAVATION, CONCRETE DRIVE - VER, 6" ~
1. SERVICE LINES BETWEEN 14 FEET AND 20 FEET IN DEPTH SHALL REQUIRE CLASS I COVER 120 LBS. " ~ 11." No 57
nrnnuin rnnu . wni ,rc ?n nw TuC cro~,inc i iur Tn ~ IAII~LI[C AD/1VC 7u[ ~ ILiC , ,.i,,, ~>n` ~ iin y r : tt~~ ;,~I~o. ,~''~-STONE BEDDING
OLUUIIYb fRVM 't INUrIL-.) ?LLVYV IIIL DLRV11,L LIIVL IV ~ nVVnL.7 rNUUVL IIIL LmL.
2. SERVICE LINES GREATER THAN 20 FEET OR LESS THAN 3 FEET IN DEPTH MUST BE DUCTILE IRON. ' x SHEET 15 of 18
MANHOLE RING AND COVER 8 r8--%N PAVEMENT REPLACEMENT rq--~ STANDARD PRECAST CONCRETE MANHOLE
SANITARY SEWER TAP AND SERVICE s 7
-1 C-17 C-17 NOT TO SCALE C 7 NOT TO SCALE C-17 NOT TO SCALE C-17 NOT TO SCALE Cml 7
\CACiI1~SHEFTC 17 DGN 5 15I?006 10:51 1~ AM

50' MIN. 3" 2" x 2" TREATED LUMBER OR STEEL POSTS
DAMS IN LIVE STREAMS. DO NOT PLACE CHECK
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~ N ~/i o~~ - 2: °e~0'O 0° 0 0 0 0~ 0 0 omos (=7 C~ O Q Y. ° o E~ ~ 0R BASIN ,Z r~
~ ~ ~ oo ~ ~~a ~ < FILTER FABRIC TO o0 . opt M
BE KEYED INTO oc~d LL
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o~`~ c,~U (3 MIN.) 0 ~a9o - v 18" MIN, OF
_ CLASS "B" RIP-RAP ~
ELEVATION APPROVED SILT
SMOOTH FOUNDATION 0000 o0 0 FILTERING MATERIAL
„ „ UNDER FILTER FABRIC o NCDOT CLASS A STONE O 7.2in ~Q
(2 TO 6 INCH DIR.) ~~~`C> MIN, EXISTING o cS~C"~ c >TING 35' MIN. X15' MIN. NEW CONSTRUCTION
o~~o~~ ROADWAY v ~DWAY NOTES: W
u7~ ~~Q~~o(~Q~ f ~ ~ali'0~~ t~0 OF 4' FOR EARTH BACKFILL. ANCHOR A. POSTS SET AT DEPTHS ~
N0.5 WASHED X o o c , . ° 0~ oo z " x 9" AND FILL IS TO BE COMPACTED, N DITCH IS 9 ~ z W
STONE Q ~ , ~ 0 0~ o ~ ~ ~ 12" MlN. Y USE MATERIAL OR METHOD UPON APPROVAL Q ~ o
. - ~ ~ ~~o(~) 6 MIN. uIIN• B. CONTRACTOR MA ~ FROM ENGINEER. U N
. ~ U m d 2
. / / o _L
~ . ~r., ~ % //i~ //i, SECTION U
TION Z TEC - PRO INLET .a RARY MPO Z TE
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C-18 NOT TO SCALE C-18 ,-18 = Z ° N - ~
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~ roaase ,~F , ~ ~ ~dV1 TO PR TECT EX TING PIPE _ _ ~ ~ J
INVER S THAT AIN 10 ACRES ~ I '~Cr~ } a. a Q ~
OR LESS ~ ~ - w
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~ I i. ~ ~ ' ~ i z W cn ~ ~ ~ ~
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- CTIVE VIEW - PERSPE o ~ ~ N w ~ z
Nor To scuE ~ w
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AND CULVERT PIPE _ ATE 1.5' BELOW EXIST. DITCH GARDE } NEWLY EXCAVATED BASIN, EXCAV Q ORIGINAL DITCH BOT70M GRADE LEVEL STONE APRON
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<0 SEDIMENT POOL EL. _ _ ~
~ FINISHED CONCRETE FILL N ~ E WEIR ELEV. , 1.0 MIN•
~ GRAD ; 0 I I
` 3:1 3:1 4.0 I I ~
R F I T H L I ; i N I ' SET SEDIMENT
10 TYP. 6 ROCK CHECK DAM ~ I o c ~CLEANOUT STAKE ~ 1i
12" C-18 NOT TO SCALE - JOINT D•[. PIPE CENTERED @ CULVERT
NOTE NOTE:1 18 ~ I - 15.0'
5 AS NOTED PIPE LINE GRADE NEw PIPE LINE FILTER FABRIC NOTED N w CLASS 'B' EROSION CONTROL STONE
NOT TO SCALE ~ i I ~~4 0~ I I ...............1..F..... p MIN• I
C-18 ...................I. ROAO---- ~ AS NOTED ~ CULVERT I I I
STATE ROAO---- STONE FILTER OF 1 GRAVEL PLACED E 1 0 z CROSS SECTION ................I..~... I I
G WHERE REQUIRED. ~~~~"~~~"...........I. AGAINST FENCIN 7.2in I 7 tin 1ft-2.4in I ~ CULVERT SEDIMENT STORAGE I (PROFILE VIEW OF ROADSIDE DITCH 1
OVERLAP r OVERLAP ALONG EDGES BOTTOM PL ~I I DE SLOPES 1.5:1. PROFILE SEDIMENT TRAP BOTTOM DIMENSIONS 15` x 2 Sl PLAN j 6 FT3
8'-0" MAX. 8 -0 MAX. TOP PIPE LINE OVER CULVERT i I voLUME 21
~ ~ _ - , I I 12.5 GRADE NEW PIPE LINE ~ I
- _ ~ ~ LE LOCATIONS (TYP.) AS NOTED NOTED NEW PIPE LINE ~ i ~ CLASS 'B' EROSION CONTROL STONE FILTER FA8R1C
WIRE _ ~ W sTAP Z - ~O ~ ~ ~ ................I..F.................._..... I YI I NATURAL GROUND
~ MESH M > w ~ o ~ - O a ~ ~ STATE ROAD----- AD---- ~ I---"~----~ AS NOTE CULVERT Y' a~ ~ 21" MIN. 6 0, EL• 366.5- 7E RO I 1 ZI ml ~Z
S L ....................I o I T ~ .................t..l--.._......_.--~--~• a ~ ~ a 2' MIN, ~ DESIGNED BY.
i ~ FENCE ~ I m l of ~ m . . J-~--CULVERT MUP a ~ ' n.
_ , I I ON NCDOT R!W BY SPE i ~ OF NCDOT PI ICDOT R!W BY SPECIAL WRITTEN PERMISSION PROFILE of of ~ o ~ 0 ICDOT PLAN m~ ~ 1.0' ~ DRAWN BY:
_ 1ft-2.4in o PIPE LINE UNDER CULVERT ,I I i , MIN. CLP
- 9~~ ACROSS MIDDLE ~ ~ ~o 3.5' 1.5:1 SIDE SLOPE ..I NI ~ ~ 2.5' DEPTH HECKED BY:
N 0] 7' MIN• CULVERT x' x~ ' x SEDIMENT 0 0 C GRADE w I wI I w AGE
w " ' 9 ~ ~ o AS NOTED NOTED PIPE LIN STOR MUP > NEw I I 2.0' NATURAL GROUND
D SILT 6 x 6 WIRE °d cn z APPROVE - O _ ANCHOR ~ w , o ~ ~ PROJECT NO.:
ILTERING MESH BACKING z Q M w O NETTING OR MATTING F DITCH o FABRIC M W' ~W I I STATE ROAD----' ' I _ CTION 2393-L I c1-__- NEW PIPE LINE STONE SE 4TE ROAD----TT- AS NOTE
w , I I ..................I..G-•~~~~--•-••~~~• I AS SEEN LOOKING DOWN STREAM) DATE:
INSTALLATION OF LINER I CULVERT 2 MIN• FLOW IN ROADSIDE DITCH. AUGUST 2005
PROFILE 1. CHECK BASIN AFTER EVERY RAINFALL WHICH CAUSES PLAN SCALE:
D LUMBER 1. APPLY LIME, FERTILIZER, AND SEED BEFORE LAYING LINER. F 3 LOG,2 x 2 TREATS - RT 2. REPLACE STONES WHICH ARE DISLODGED. PIPE LINE AROUND END OF CULVE p ABUTMENTS WITH STONE. ~-~QR, 3. REPAIR ERODE i N OUT SEDIMENT AND DISPOSE OF MATERIAL BY
OSTS LAY LINER FROM TOP OF DITCH OR CHANNEL ANO UNROLL IT OR STEEL P 2. DOWNGRADE. DO NOT STRETCH OR LEAVE WRINKLES. 4. WHEN BASIN IS 2 FULL CLEA RATING INTO BACKFILLING OPERATIONS.
RY THE UPSLOPE END IN A SLOT 6" DEEP. PROVIDE STAPLES SPREADING AND SEEDING OR INCORPO VER• THE SITE 1S STAB [L [ZED. THE BASIN MUST BE REMOVED AND MATERIAL
3. BU NOTES AND OVERLAP AS SHOWN ABOVE, 5• AFTER D OF ]N ACCORDANCE WITH THE SEDIMENT EROSION CONTROL POLLUTION LINE DISPOSE PIPE ON OF LATI
NSTAL I L ACT. TAI E INCLUDED 1N THE UNIT BID PRICE FOR OTHER ITEMS DE HALL B ' I VE P FOR
OF 4' FOR EARTH BACKFILL. ANCHOR DITCH A. POSTS SET AT DEPTHS MAINTENANCE 9 R T AYMENT S C U ~ 6 OF PAYMENT AT AS1S 1a 9 UESTED BY THE ENGINEER• SEE B UNLESS SPECIF[CLY REO SHEET OF
is o~' v 4" AND FILL IS TO 8E COMPACTED. _....,.,-...,..r rnn _ _ IIOT i0 SCALE n,lvuGlT TCD11C
INSPECT Al' I EN PAWS i urtm-, run
OF SILT FENCE TO ACT AS A EROSION OR FAILURE. REPAIR ALL EQUATE EXCAVATION AHEAD OUT AREAS BY REGRAD-
B. PROVIDE AD WASHED VELOCITY BREAK AND SILT TRAP. ING, RESEEDING, AND REINSTALLING
R METHOD UPON 10 T5T - TEMPORARY SEDIMENT TRAP DETAIL C-1
C. CONTRACTOR MAY USE DIFFERENT MATERIAL 0 LINER Y TEMPORAR
APPROVAL FROM ENGINEER. 8 C-18 NOT TO SCALE ~,t,, TYPICAL FOR ROADSIDE I CH5
ENCE DITCH LI LT F
(4)~NOT TO SCALE
CAD015HFFrC 9H HUN 5/15/r'00b 10 5:1 41 AM

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NEW 8" FORCE M IN ~ ~ i ~ , PROJECT NO:
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s THIS MAP IS NOT A CERTIFIED SURVEY AND
HAS NOT BEEN REVIEWD BY A LOCAL
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a " WITH ANY APPLICABLE LAND DEVELOPMENT
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I ~ _ S - 1~~~8. 0 ~ e~.; j~ 4 ~ CLASS I RIP ( T STA = 12+47.11 0 0 MH 4 ~ w~ Rim = 1.76
L 4 ~ ° . ~ ~'l~. i - ~44.Od`. RAP , ~ MH 3 i ~ ! SEE BANK ~STABIIIIZAT ~ ~ STA = 4+53.78 TRL ~ V = 80 ~ J, D I ION STA = 8+50.95 > INV = 3.70 ° - Rim = 50.61 INV = 33.90 ~ °
_ ETAIL R i m ~ 47.21 M NATE UTILITY EASEMENT 10 P R E ~ NV - l E _MENT INV = 32.40 a ~ ~
j e ~N INV-,31.30 = 2.60 CRP MYRT ~ _ _ INV 3 Q - 9° ~ ~
178.00 IF of 10.00 PUC i~~ ~ 177.31° - - _ - - - ~ Z ~ ~ _ - f- ~ . rn O
~_a 17.1° =k Cfd~-~ c-~ - - - _ _ 1 I 1 _ = _ 4' _-b - - - - - _ - _ _ - - - _ - - - - - cn _ ~
_ - ° EW _ - z > - _ -
15" RCP .e° E,. ~,~,,;F _ _ - - - _ - _ _ - _ _ U _ _ c ,(NCSR 1723) _ F OL _ ; ~ o G _ N
- - '0~~___ D Y ~ _ A w - w ~ x J
W - _ W - _ U o - - - - - F- N w ° - - - - - -
- _ y----~ w , ~ ~ 0 3 Q ~
MH 1 ~ ~ ~ ~ - ~ ~ _ STA = 0+26.80 ~ ~ - - - - - - - ~ - - - - ---~-v~,- , - - ~ _ _ - _ - - - a ~I ~ ~ ~ o ~ ~ ~ Z
Rim = 4 3.8 0 ~ ~ ~ ~ ~ ~ ~ ~ . ; ~ I ~ - ~ ~ a ' a O
INV= ~ ~ ~ oQ ~ ~ a 3w , 2 .53 ~ ~ INV= 2 .73 ~ w'~: ~ ; ~a O
> ~ ~ w a 180.23° ~ ' Via, ~ ~ ~ ~ _ ~ i - ~n
z , a r - ~ - ~ ~ro ~ ) , ~ , _ NEW 6 FORCE MAIN I I
~ ~ ~ ~ w o, ' FOR REVIEW i
h _ -
PITT COUNTY DISRICT ~ ~ ~ ~ 00 Yr ~ ~ ~ f.~~ ~ ~ ~ PURPOSES ONLY i i - I
EALED f,11 ARE REQUIRED NO.3 ~ L ATE R I AL S • C • 1 O ~ ~ I 1H ~u ~e~s aE~owE Ft. EASEMENT 75 RT. , 35 LT ~ ~ ~
C CANAL ~ DOWN STREAM ~ ! ~ ~ i i i i i W
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~ ~ ~ ~ ~ ~ ~ ~~298:3 LF of1~» 0 F'V ~ ~
_ . ; -3.95~.16L;F ~~of 10.0 , ; i ~
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Ov PVC 0,28x. 40L of ,00" F 1T8. .396 59LF o~ 1 o+ ~
- ~ - • VC ~ 0.2 0 0 tDl : M W _ _ M 30 z >

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II II II 5~ . _ C~ ~w Nam I r~ 25 w
> z = .-S ~ ~
+ + + 8 +00 a + 2+00 3 00 4 00 5+00 6+00 7 00 + ' 1 00 0 00 + 11 +00 12 +00 13 + + ~ cn 9+00 10 00 00 14 00 ~ a 0 ~ ~oC~
F- cn ~ U
MH 6 7 MH 7 ~ WW ~ Z 146. ~U 92LF of 10.00 PVC W
Sta = 16+20.55 Sta = 20+18.32 8 a= 398.118LF of 10.00 PV CLASS I RIP RAP W ~ a 24+15.47 ~ C --SEE BANK STABIUZATION ~ ~
Rim = 51.08 Rim= 49.72 Im ; ~ INV = 34.72 NV= 400.05LF of 10.00 PVC x u, d im = 49.6 I H 9_ ~a DETAIL o W lL
INV = 34.9 NV= ~ V= c ~r = 185.6 ~ d = 180.22° V= V_ to - 28+12.19 o N V- I 10 PERMENATE UTILITY EASEMENT i m = 45.3 MH 10
~ = 179.60° V= ~s Sta = 28+12.19 0`~°
- ~ - - - - . _ I = ~ ~ R i,fi - 46.8 _ 0 0 ~w - - ID4V= 39.25 mo
Q 185.86° - - - - - - y'.-r_ A- - - - . - - - - - - - - - - H - _ - _ 399~~3>, _ _o _1 - - _ _ ~ ~ - - - - - _ - - - - _ r - - Q
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w z - _ _ - - F-U
- - - _ _ - _ _ ~ _ , w - _ - ~ w D d EN _ G 0 _ F
Z - - - - E ~ . I I I~ M~ I I'J - U R D - _ _r~~ lNCSR 1723} ww WAIf~~ Ml1fPd w w ~wT
U _ _ -a _ _ - ~Q ~ - _ - - --'tr-'--.. - _ _ _ _ _
NEW 6" FORCE MAIN - - _ r _w_^ _ w JN I V ~ _ ~ iw
I ~ ~ I I ~ ~ I- Vl 90 r+ , ~
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ESIGNED BY
~ MUF i;+ 0 - _ . l iNV.HL~90.1T H
I~EW 6" ORCE MAI t ~ i .w ~ V F DRAWN BY. ~
; : ~ ~ Z ~ CAF : ~ NECKED BY
: !11 r W ~ C : ~ aZUd~
~ ~ ~ ~ ~ ~ j w W 4 ~ MUF
' ~r N PROJECT NO.: :35.B,7 L.F_df 10.0 PVG~ ~ .28 r ZmZd
~ ~ F o{ a p, p" ..PVC ~ ..28X ~ ~ , ; 146.9 L F of 0. 0 in V~ F W 2393•L in N 0 ~ ~
- 4a4:o L t0 ~V @ 0.26y. ~ d Z Z DATE;
~ .2ax 399.5 LF of 10.0 PVC ~ ~ ~ : _ ~ AUGUST 2045 _ : _ M a a
35 M _ , 287° ' ~ ~ ~ ~ ~ ~ ~ n ~ M Z~ Z SCALE: 50
" N lD ~ ~ R. ' _ HO 150 _ _ _ z r. ~
II 1
VER.
v II I z M
Z
30 Z i -9 i SHEET 9 OF 18
25 C-9
24+00 25+00 26+00 27+00 28+00 29+00
15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00

1
i
III
O U NTY
CAROLINA
I r
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1
I Y 0 R
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W. TRIPP
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I
D GIBBON
MARY ALICE DAVENPORT -
DONALD SKINNER FiNA~°~`wi"~ FOR REVIEW
A N A G E R PURPOSES ONLY ' I,
MITCHE~~
Ciryl xam tr a '76 ~
aTER AND SEWER _ _ sHEET~NOEx
~ o.' ~ - - - - - - - _
y o- Momuai y~q. y-~ k 1
,,y 1149 ~ SUTTON _ TOCA SIONT& LEGEND R{I
suuk o-- '~+avn ~ ~ C 2
ti` , -~+s~ csx ,tea ~ ~
- ~~ar ~ ~ i. ~ i _ne; wwna ~ Ll ~ u c.OUNTRY CLUB RD. SR. 1943
-~s~. ~ ii 1 ~ G3_C-4
~ WuY~ } M ~ I nv~ T~ r~y1~C~~1~ ~ u-
AYbYa I ~'r~rn i,~ s~ I I ~7 PIP. 4fk7 ~~;j, / wi I ' dpi C-4 AYDEN GOLF CLUB RD. SR. 1723
~ ~+YI SW~ ~ Ink I n h, ~ ~ ~ si ~ ~ F~~
i st ~ i wo / - ~ vi _ ~ 9t i, t ~ w. I ~r4~ - rwm Ar
s f . _ . _ __r _ S~ - ~ ~ ~ ~,.N»~~'N,~.N C-5 SECTION - A FAIRWAY DR.
~ t ~ ~ ~ s~. ~ s~ E ina - s~ p ~H CAp~ e, _ _
mm ~ s. umm awu i psi I si ~ s~ "'W Uhniv La~~P~~E S/p1~Y C-6
' sum f - 1 mn _ _Gum SECTION - B COUNTRY CLUB EXT.
~ ~ i ,Big i S` [ - - - ~o w, _ s. , ~ I
i Fqm / yq+,.F~, C 7 C-8 FORCE MAIN N0.1
~ I E. iWn 5,, ~ ~ ' u'" LIfIIII ~ S~vi ~ Pwaa St ~
pp / i t<~r~c~•"•,,:;~~r~,' ~ FORCE MAIN N0. 2 & SEWER _ _ e
54 dnd" ~ g-~ li ~ _ J ~ iew `''~~%k»~»~"`° C 9,C-10 AND WATER SR. 1723
_ ~ Iurpo E. dMt 9. ~ mr _ _ _ i
amid Sc ~~~1 L ~ - ~ / -~'f
llmli ~yJtlsn -i ~ ~ _ \
/ ~a„a ~mn r; i N COMPANY ~-~~,C-12 HINES ROMPROVEMRN&SSEWER "I
~ ~ it II ~
C-13 PUMP STATION SITES
h k u;-~ ~ A a r. ~ n i u r r n i u ~ ~ I A A I A I I A I f' ~i~~e I A DruitC!`T11RF ail
p; I~ II / 1 IY V A 11 V 11 1 1 a. v I v i• v
E-1 PUMA STATION ELECTRICAL
PROJECT AREA
Lim it JJ
Street reenui 301 West Gf@eI1VIIIe NC 27834 E-2 PUMA STATION TYPICAL DETAILS
C-14 ~i MISC DETAILS
ix 252.757.322 - - -
252.757.1096 ax 2521 C-15,C-16i MISC DETAILS
MAP VICf ITY
CaD1115HEEi01 DGN 5/15!006 16:22: 40 AM

a i ~ _y~~ _ ~ I
"F. ~
i h 1-~
i
h _ ~ - THIS MAP IS NOT A CERTIFIED SURVEY AND
~ , _ HAS NOT BEEN REVIEWD BY A LOCAL Z ~
~ ~ ~ ~ , S E WE R _ , _ ~ ~ S T R M DRAINAGE GOVERNMENT AGENCY FOR COMPLIANCE ~ z 0
Y APPLICABLE LAND DEVELOPMENT w 0 EXISTING NE1 WITH AN
~ B I MANHOLE E ULATIONS. ~ ~ Z R G ww o ~ CATCH BAS]N /INLET ~ ~ N ~
~.,u~. I I 1 ~t. I~~ - ~ / >
~ ~p'S CLEAN OUT i ~ ~ " p FLARED END SECTION J a w FES Q ~
~ N Q MANHOLE Z ~ S1MH
s -SS SEWER L I E 3 ~ ~ ~ NEW PUMPSTAT I ON r_ I - L- _ _ _ . - a
' -FM FORCE MAIN - ~ , , _ CULVERT LL
_ S WER 8~ WATER .y~ ~ - - - -
~ - ~ ~ ~ - ° P OJ ECT AREA r r . ~ ~ , ~ EROSION CONTROL
- - _ % F= ~ ~ ~ r,- _ ~ ~ ~ ~ W A T E R " ~ _ ~ ~ ~ NERAL_ NOTES GE
~ , 1- ~ r~ ~ - _ T ~ yE~ TEMP. SEDIMENT TRAP
~ ~ ~ ~ 1 F~.1.~iLY.S , ADHERE TO THE FOLLOWING ITEMS IN THE CONSTRUCTION OF THE WATER SYSTEM IMPROVEMENTS
r - ~ 1 , , r~_.., ~ ~ D4 WATER VALVE N ~ _ J H oIrCH i SCALE UNLESS OTHERWISE NOTED.
r ~ " _ _ 1_-"~ ~ FIRE HYDRANT STONE CHECK DAM
, GENERAL NOTES
~ ~ - ---~`I ~ ~ ~ - R CER/INCREASER ~ - - ~ ~ ~ ~ a EDU W SER ~ INLET PROTECTION x
r~ ' _ ~ ; ~ - 1 ~ ~ MP STATION N0.3 ; , _ ~ P U ~ - C ~ _ ofla AlR RELEASE H~ 1. EXISTING UTILITIES ARE LOCATED ON PLANS APPROXIMATELY. NOTIFY UTILITY LOCATING s_° ~ - ~ IN UT (TIES AT LEAST 48 HOURS PRIOR TO COMMENCING ~ ~ ~
~ ~I ~ ~ o WATER METER • RIP-RAP ~5)~;~1~ SERJICE TO MARK LOCATION OF EXIST G IL ~
I i ~ 11 • ~,;`_LL~~' CONSTRUCTION ACTIVITY. CONTRACTOR RESPONSIBLE FOR VERIFYING EXACT LOCATINN OF , THESE EXISTING UTILITIES. THE COST TO REPAIR THESE FACILI1lES, IF DAMAGED, SHALL BE THE ~
P. s. i ~ 12 ~ C PLUG ~ ' r3, ~_F.M f i 11 ~ P.S. -I - E F-•--f--• i TY F TH CONTRACTOR. SILT FENCE RESPONSIBLI 0 E N
- ~ YARD HYDRANT I 1 TA T THE N.C. DEPARTMENT OF TRANSPORTATION PRIOR TO ANY WORK ~ ~ ~ ARCH FILTER 2. CONTRACTOR SHALL CON C
OT RIGHT-OF-WAY. THE NCDOT DISTRICT ENGINEERS FOR THESE PROJECTS ARE ® ¢ Z WITHIN NCD ~ oa
a~ :~r'1 I- _ - WELL " - \ ' ~ ~ " -11 ~ DANNY TAYLOR, P.E. (252-946-3689) FOR PITT COUNTY AND RONALD DAVENPORT, P.E. U ~
A ~ I z ~ ~ ~ --W WATER LINE W-' , a < i ~ ~ SURVEY (252-527-0053) FOR LENOIR COUNTY. z W Z ~ 3. CONTRACTOR SHALL PROTECT EXISTING PROPERTY CORNER MARKERS. REPLACE DISTURBED W z
_ 8 , ~ N r ~ ~ _ . z ~ PROPERTY CORNERS BY A PROFESSIONAL LAND SURVEYOR. I,,. ~ >
n ~ - I BENCHMARK 4. TEMPORARILY REMOVE MINOR ITEMS AS REQUIRED FOR THE INSTALLATION OF THE UTILITY. ~ a eNN
~ ~ UTILITIES E S MINOR ITEMS SHALL INCLUDE, BUT NOT BE LIMITED T0, EXISTING SIGNS, MAIL BOXES, SHRUBS O R
- ,i _ I ~ _ ~ - ®ld~ TEMPORARY BENCHMARK (UNDER 6FT IN HEIGHT, AND TREES (UNDER 3 INCHES IN DIAMETER). REINSTALL ITEMS TO o ~ THEIR ORIGINAL CONDITION. TREES AND SHRUBS SHALL BE REPLANTED OUTSIDE OF E:ASEMENT ? m
CONCRETE MONUMENT AND RIGHTS-OF-WAY AT A LOCATION AGREED TO BY THE PROPERTY OWNER. INCLUDE COST IN W `
~ r-~I ~ i ~ POWER/LIGHT POLE ~ _ I ~ ~ DLE W z o IRON PIPE • THE PER FOOT COST OF THE UTLILITY BEING INSTALLED. = z o
CUY WIRE ~ ~ . - _ _ - ~ ~ ~ - _ r, 5. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR AN'Y DAMAGES TO EXISTING UTILITIES, ® HUB d TACK ~ STORM DRAINAGE, HEADWALLS, AND OTHER FACILITIES CAUSED BY THE CONTRACTOR OR
_ 9 _ 7 ~ ; + ~ ' _ ~ ~ ~~1-, ~ ~ i j~, CABLE TV PEDESTAL _ , ~TAL z
~ . ~ ~ r I ' i L' - ~ ~ ~ TELEPHONE PEDESTA m NAIL • RESULTING FROM THE CONTRACTOR'S WORK ASSOCIATED WITH ACCOMPLISHING THE PROJECT. W STAL THE CONTRACTOR SMALL CORRECT OR REPLACE THOSE UTILITIES, STORM DRAINAGE, HEADWALLS,
" ~ - ~ ~ 1 y, , ~ ' ~ , - 1 ~,~-~~a i~ !7~~ 8 ~ I I' o NAIL d CAP • AND OTHER FACILITIES DAMAGED OR DESTORYED DURING CONSTRUCTION WHETHER SHOWN
- - ' I ~ ~ ~ ~ ~ , ~ ' ~ f_~ ~ ~ i I~ ~ TRANSFORMER i ~ ~ ~ l r~. ~
- - - 2 ~ ~ t, r~.~ ~ ' ~ j _ I ~ ~ ~a MANHOLE i ~ ~ Ems„ ® NAIL • ON THE PLANS OR NOT. PK 6. SUPPORT EXISTING POLES, FENCES, CULVERTS, PAVEMENT, UTILITIES, CURBING AND OTHERR
. I r ~ i ~ ~ 1 ~ _ . - 1 I ~ ~ •~-P.S, •3~~, ~ STRUCTURES DURING CONSTRUCTION, REPAIR DAMAGED ITEMS TO THEIR ORIGINAL CONDITION ? SPOT ELEVATION
I GAS UNE i ~ ~ - ~ _ m t__ ~ ,1 ~ AT NO ADDITIONAL COST. J 0 CONTROL POINT 7. 6 INCHES OF NCDOT ABC AGGREGATE SHALL BE PROVIDED FOR THE FULL WIDTH OF UNPAVED ~
P,S. - - r _ b"F. - I, - FIBER OPTIC LINE ~ ` LINE DRIVEWAYS AND ROADS FROM THE EDGE OF THE ROAD SHOULDER TO 15 FEET PA`.>T THE OPPOSITE Q
F'^~ ~ 1~ _ _ - - a TELEPHONE LINE CURB PIP NCH AND OTHER AREAS OF EXISTING DRIVEWAYS AND ROADS DISTURBED U 1NE SIDE OF THE E THE
` j i ~ " ~ _ 7 I _ ' _ i_ . 1 ~ I I ~ - - PAVED ROADS DURING CONSTRUCTION. 2
r II N - - AYS SIDEWALKS AND CURB AND GUTTER. REPLACE CURB AND GUTTER ~ {..1 8. OPEN CUT PAVED DRIVEW ~ UNPAVED ROADS AND SIDEWALK WITH NEW TO MATCH THE EXISTING DROSS SECTION, PROVIDE PAVEI~4ENT 0 f- 7`
_ _ ( i , i ~ - ~ 2 ~ 1 ~
z "1 i - ~ FA ~ ~ . ~ ~ _l._ l~ ~ ~ ~ 1 ~ 7 ~ it ~ ~ ~ ~ -r - ~ ~ ~ ~~"J _ _ PATCHING PER DETAILS. Z Z BRIDGES d BOX W 11J
, ~ ~ VEGETATION ON CULVERT 9. THE PROJECT AREA INCLUDES RESIDENTIAL, COMMERCIAL, ANG INDUSTRIAL NEiGHBORH00DS REQUIRING CONTINOUS INGRESS AND EGRESS FACILITIES. THE CONTRACTOR SMALL UTILIZE ANY W
l 1 - 1 ~ ~ PAVED DRIVEWAYS AND ALL CONSTRUCTION METHODS, INCLUDING INCIDENTAL STONE, AS NECESSARY TO MAINTAIN Z ~ 11J d PARKING
~ ' ' _ ` ~ ~rrr;_ TREE LINES /WOODS _ r-- ~ _ ! ~ ~ 1t - _ . ~ TMs,-,Y-=- - ]ODS INGRESS AND EGRESS TO ALL PROPERTIES AT ALL TIMES DURING THE CONSTRUCTION PERIOD W ~ _J
hl~~ i~ ~ ~ ~~rgl~~a~ '1 ?r~ r rte,-- - ~ ~ ti rrvYr~~r~r~~ HEDGE /SCRUB LINE Y EXCEPT DURING THE TIME PERIOD REQUIRED FOR EXCAVATION, PIPE LAYING, AND BACKFILLING. 0 ~ LINE UNPAVEPARKINGWA S 0. d 10. SEE NCDOT STANDARD SPECIFICATIONS FOR INSTALLATION OF WATER MAINS WITHIN NCDOT Q
--1 ~ - _ / _ _ , - 2 - - h , '-i- ~ S[NGLE TREE RIGHTS-OF-WAY. ~
i , _ - , GHUARDRAIL 11. CONTRACTOR SHALL IE`'~TALL A VALVE MARKER FOR EACH MA~~N LINE VALVE PER DETAIL.
-L ~ ~ - - 1_!' ~ ~ ~ ~ 8 ~ f„ 3 SHRUB . _ ; ~aeis ' _ ~ ~ - ~ ~ 12. CONTRACTOR SHALL VERIFY THE HORIZONTAL AND VERTICAL LOCATION AND SIZE Z W _
H ~~M i OF ALL EXISTING UTILITIES A MININMUM OF 300 FEET IN AG, aNCE OF PIPE LAYING F-
i ' ' - a ~ - 2 ' ' ~ ~ - t ~ _ _ = i ~ B~ ~ ~ _ _ > (A ACTIVITIES. NOTIFY THE ENGINEER IMMEDIATELY iF a PCTENi~~1L CONFLICT ARISES
~i i o Q BETWEEN THE EXISTIN,~ AND PROPOSED UTILITIES. ~ r ,
11~ i I i ~$T: ~ V
r. - I W
- i~t IF ! - - ~ ~ ~ " EROSION ~ONTROE ~ J Q
~ ~ it f _ - ~ ; ~ i 1. INSTALL SILT FENCE OVER AND AROUND THE TOP OF EXISTING PIPES AND INLETS AT DISTURBED AREAS.
~ " ~ t i f _ ~ ~ r ~ - ~ , _ - - _ ~ ~ 6 ~ ~ ~ 2. ALL DISTURBED AREAS SHALL BE GRADED TO MINIMIZE RIJNCr
~ I I- ~ ~ ~ ~ - i ~a~T--'--., ~ ~ . ~ ~ 3. INSTALL SILT FENCE AROUND SPOIL PILES AND ALONG TRENCHES TO MINIMIZE SEDIMENT FROM
. ~ ~ ENTERING ROADSIDE DITCHES AND EXISTING DRAINAGE ~~U~_ETS.
- - ~ ; 4, ALL DISTURBED AREAS GN THE BANKS AND APPROACHES T DITCH, STREAM OR CREEK CROSSINGS Z SHALL BE GRADED NOT TO EXCEED 2~1 RATIO AND STt>,FsL~ZED WITH BANK STABILIZATION. SURFACE W
~ 1 , _ ~ l i q i ~ ` i ~ ~ ~V" - WATER RUNOFF SHALL BE DIVERTED FROM DISTURBED AREAS. ~
~c - ~ ~ . I _ yL \ VA A l A ~ q ~ ~ A 5. PROVIDE EROSION CONTROL MEASURES AROUND STOCK/W S _ PILES AND STAGING AREAS S Q
i 1. , . ~ NEEDED OR AS DIRECTED BY ENGINEER.
~ ~ ~ ~ ~h~ ,l ~ 6. PROTECT STORM PIPE INLETS FROM SEDIMENT RUNOFF FROM LAND DISTURBING ACTIVITIES WITH
~ , ~ f ~ 5 _ - _ ~ r - ~ FENCE STONE CHECK DAM OR ABC FILTER AS APPROPRIATE FOR SITE CONDITIONS. o~,~~~~~~aq~a,, SILT ~ C~~~
_ ~ ~ ~ ~ ~T-_. l" " _ I' NIU ~ ~ - 7. REPLACE DISTURBED STORM PIPE OUTLET PROTECTION WITH EQUAL OR GREATER AMOUNT OF RIP-RAP tee. ~,a,~,a ec+ < WITHIN 15 DAYS OF DISTURBANCE. C~''~fU,°
1 ~ ~ - _ r ~ ~ - XI(~T CLASS "I" ~ `~Q'© 8. WHERE THE AREA AROUND AN OUTLET IS DITURBED AND NO OUTLET PROTECTION E ~ S,
5 i I I - AP SHALL BE PLACED AROUND PIPE OUTLET AS NEEDED OR AS DIRECTED BY THE ENGINEER. 5~..~L RIP R ~ 8
f ~ ~ I ~ PUMP STATION NO 1 i 9. PROVIDE EROSION CONTROL MATTING IN ALL DISTURBED DITCHES AND SWALES UNLESS DIRECTED ~ ~ °s 2d3.=V?.
_ ~ OTHERWISE BY ENGINEER. off' g,c?~, AREA RELATED TO PIPE INSTALLATION SHA~_ BE FERTILIZED, LIMED, SEEDED AND o t'~` ~r,Glt~'~r= 10. ALL DISTURBED S
- - - 5 1I - - TI N DISTURBING ACTIVITY. ~~i U':" MULCHED WITHIN FIFTEEN (15) WORKING DAYS OF COMPLE ON OF ANY LAD °P~
CMSD cti°'
N E AY D . - - - 10
P.S. EROSION CONTROL CONSTRUCTION SEQUENCE ~rIWO ~
~ g" 10 - 1. OBTAIN AND POST COPY OF CERTIFICATE OF EROSION CONTROL PLAN APPROVAL.
- ~ ~ ~ ~ 2. CLEAR SITE ONLY AS NECESSARY TO INSTALL EROSION CONTROL DEVICES AS INDICAI"ED ON THE
-r + V DRAWINGS OR SPECIFIED IN THE SPECIFICATIONS.
'I - - i / , ~ - ~ - - ~ ~ ~ 3. NOTIFY ENGINEER AND NCDENR, LAND QUALITY SECTION 125-946-6481) FOR SITE INSPECTION
- _ , PRIOR TO COMMENCING MAIN CONSTRUCTION OPERATIONS. 4. ONGE EROSION CONTROL DEVICES ARE APPROVED, BEGIN CONSTRUCTION OPERATIONS,
~ . ~ ~ z i ~ ~ " ~ ~ k _ . ~ 5. MAINTAIN EROSION CONTROL DEVICES AS NECESSARY DURING INSTALLATION OF WATER SYSTEM
~ ~ UNCT I4~~ BOX , IMPROVEMENTS.INPSECT DEVICES AFTER EVERY RAINFALL EVENT AND CLEAN OUT TRAPS
F.M J I 1"ir 1 ~ AND/OR CHECK DAMS WHEN HALF FULL.
~ ; , ~ i T 6. AS CONSTRUCTION PROGRESSES, INSTALL ADDITIONAL EROSION CONTROL DEVICES AS (INDICATED
8 ~ - ~ / ~ ~ ' . ~ e ~ ~ ~ , ON THE DRAWINGS, CALLED FOR IN THE SPECIFICATIONS, OR AS NEEDED OR DIRECTED BY ENGINEER. DESIGNED BY: 7. SEED AND MULCH DISTURBED AREAS WITHIN FIFTEEN (15) WORKING DAYS
A. UPON COMPLETION OF ANY PHASE OF CONSTRUCTION MUP
P.S. i B. WHEN WORK WILL NOT PROCEED IN AN AREA WITHIN THE ABOVE TIME FRAME. DRAWN BY:
' ~ ~ r 8. AFTER SITE IS STABILIZED, REQUEST AN INSPECTION BY THE ENGINEER. UPON APPROVAL OF SITE CLP
~ ~ ~ ,r STABILIZATION, REMOVE TEMPORARY EROSION DEVICES, DRESS OUT AREA, AND CHECKED BY:
y r ~ i SEED AND MULCH.FERMANENT EROSION CONTROL DEVICES SHALL BE INSTALLED AND APPROVED
~ MAIN BY ENGINEER. MUP PROJECT NO.:
< ~ r ~ \ x 2393•L
_ _ ~ ~
~ DATE;
i _ ~ ` . AUGUST 2005
> ~ PUMP STATION 1 ~ `r . SCALE; NOT TO SCALE
~ ~ ~ ~ 1 i HOR.
~ ~ _ I f ; VER.
. l ~ i
~
j
SHEET 2 OF 18
I ~
I , C=2
4t,
\CADD SH LIOL DUN 5l1D/C006 10 )3 1(-) AM

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SEE SHEET O-6 OE 1~ >r E - LL.
I I I I I I . _ I
I ~ I r~ousE ~9 ~ NousE I I U S
~ MATCHi I NE (SECTION 81 ~ I ~ I ~ I ~__~o~~,E i I I I ~ SEE S~N ET 6 OF 20 ~ ~ W ~ _ _ HOUSE ~ ~ ~
~ ~ HOUSE MH 3~ I ~ ~ z ~ i ~ ~ _ ~ ~ ~ W j ~ ~ - 11~
Sta ~ 6+56.71 I ~ j ~ ~ m ~ z ~ _ t~, ~ _ 'v ~d o, MH 4 o m ~ a ~ _
o~, , Rim ,37.86 ~ o ~ to = 9+44.01 N - ~a. _ ~ ~ INV =1,25.87 ~ ~ I ~ ~ = _ . ~ I I N 5 N 5 a ~ Ul
' ~ ~ I ~m = 40.20 N ~ _ , ~ . 1 +a o ~ ~a ?NV F .06 ~r ~ y o :';f, INV = 34.90 ~ ~ ~ - ~ ~a = 1 + 7.17 ~ ~ ~ ~ = 4 ~ c~ W
ti ,,,INV ..15 _ _0 ( 1 ~ INV = 35.1 ~ 5 of EoP ~ our ~i, ~ _ _ ~ ~ , fi - - ~ ~ ~ s ~ 11e.9983 , ~ ~ - - - a ~~z ~ - a - - - - - - - _ NV = 6.3 z- i~ z- 1„ ~
- - ,-r _ _ - - - _ z.,, - , _ _ _ _ _ -----------g _ - = 28~.3_Q_ _ of~1Q-:-4th f~11C - , I _ - - - - - ~ ~ m ---------g«-py~ 3
- _ _ _ . U 1 Z W r-1
~ 89.5415' 1 912' ~ ~ - - + / ~ 1 c`1 M
; ' OPEN Cllr _ _ C O U N I 118.591' T RY C R ~ - , ; ~ tNCSR 1943 _ 6o Riw 118. 591' - o ~ ~ _ ~ 1
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~ III -7~~ ~ EX. WAT ;ni I ~ ~R ~1HiN r _ Q a z O I I
~tl_ D~ I - _ --E"~t _J _ I--~- _ _ - - - - - _ ~ ~ _ _ _ _ 1 E? ~ ~ NLS IN 24" TREE 'T 7 - - V! U ~
~ L• 41.09 ~ ~ ~ ~ - ~ I ~ ~ w ~ Z
i Z W Z J z ~
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= C? a ~ ' ~1
~ ~ 1 ~ F~ousE HousE I HousE U
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~ W ~ ' ~ ~~1 ~ i ~ ~y I W 48 MAPLE - ~ L- _ _ _ I ` o. 20" MAPLE \ ~ I
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~ ~~36'~~CYPRESS ' ~f ` 4' GUM I ~ Z
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"7 ...-f-,- " tom..-.--.- , ~ i / ; - - - - - - - - - - - - - - - MH 2 - ~ r-~, - _ _ - . _ - _ - - - - - - 0 F- _ _ - -
Sta = 3+99.59 - _ W
R i m = 37.47 o u.a, INV = 25.29 NEW 20' PERMANENT
INV = 25.49 i i ' EASEMENT NEW 20'PERMANENT w¢ z >w
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STA. 0+00 ¦ r i FOR DETAILS RIM = 39.55 ~ ~
• 3 1 NV = 24.3 .o I 100 Yr FL000 ELEV 41.
1NV = 4. ~ EALED MH ARE REOU[RED INV = 4. 0 ''m i N ALL AREAS BELOWE FLOOD
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_ ~ _ i " PVC ~ 0 2$x ~ ~ ~ 393.16 ~ ~ ~ DESIGNED BY:
~ ~ ~ ~ ~ ~ ~ : 1 ~ a _ . _ . _ _ _ _ 35 MUP m
~ ~ ~ ~ DRAWN BY.
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30 ~ o~-~ ~ , ~ , ~ _ . _ ~ ~ ~ ~ 3 0 z PROJECT NO.:
_ . _ DATE:
a of _ _ ~57.12Lf f 15.0 VC @ a.15 . 15 00". I 14A. 8L_ , F o T5'.OD~ P C @ 0.157. , AUGUST 2005
_ 55.Z1L z ~ ,P C;~ 0+1~y _ _ _ _ _ _ _ a~ .
~ o ~ ~ ~ ~ ~ ~ ~ 25 25 HOR. 1'=50'
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20 > Z z >:7 ~ U 20 SHEET 3 OF 18

5 C=3
15
+0 0 0+00 1+00 2+00 :~+no - 4+00 5 +00 6+00 7+00 + 9+00 10+00 11+00 12+00 1 + 14+00

- _ - - _ _ I
- _ -(I ~ MH 7 I I ~i` HOUSE i HousE ;1 _
i I I ? ? zl~ Sta = 20+41, 56 ~ ' ~I _ _ ~ ~ 2 , _ ~ I 2 _ , ~ w w " a. a. Rim = 47.64 t w I'~ _ y
~ _ _ I I a - NV = I ~ I _
i _ _ ~ w ~ o a ~ ~ d _ 4~ ~ 21 it Q ~ ~ W J ' C[ N V 4 N - _ ~~~Uu~f- ; w w 1 r I I ~ ~ ~ - ~ ~ n ' 4 ~ a. i r` _ ti0u;E-
I ~ - OIL ~ ~ ~ Z~, ~ ~ ~ U~ , I O r ' ' I ~
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t I ~ co N ' _ ~ ; ~ ~ u ~ - ~ ~ v ~ 12 ° p ~ ~ I ~ ~ i ~ - ~"i _ _ ~N AK ~ ~ a MH 10 Z J w MN is +33.35 Sta = 26+32.45
N 6- X4'6 0 ~ ~ ~ - _ ,f ti _ ~ _`~`~i ~ - ~ a _ 1 I - - ,J~ ° z Sta = 24 Rim = 52.31 + Z ~ b~ ~ , i a • m = 49 ~ 44 _ MATCH LINE STA. 26 50 ~
I ~ ~ ~ . ~ m = ~ , r - _ - - _ ~ - - - - _ - ~a- ~ _ _ p ~ ~ I ~ . R~ L. INV - 40,57 g W~ z G~~~ V ~ 39 • ~ _ V - 40.31 i ~ O
X00 1 _ 3~~r- ~ 5„ CPP _ _ _ _ _ u ~ v s ~ - _~-~..Q..~.~. - ~ r- r ~ ~ , , - - - - y_ _ - - ~ ~ - 40 ~ ~ I N . 81 ~ - i r~. { FM INV - 48 ~ v_~
} ~ ~ _ r' _ a , _ . t` ~ ~ ~ li,, c , 24" OAK. ,y 2 MAPLE ~ _ ~fuINN IN W W _ _ _ _ 0 p f ~ ~:r 35 LF 6 D.LP. SEWER FORCE >
,r..O , , _ - - I_ ~ _ _ - - - 18.698' u1 ~ _ _ f ~ ~ ~ ~ ,~Ju ~ ~ r ° ~ .eas~~ ~ ~ "STEEL ENCASEMENT WITH MIN Q ~ ~ W , , ~ ~ ~ PINE ~ ~ so ~ 35 LF OF 16 ~~5~~ ~ ~ - - - ~ WALL THICKNESS OF .250 BY DRY BORING 0 ~
_ _ ~ ~ ~ 10.00 PVC's;, I AND JACKING G. ~ 9~14LF of ~ 0
_ _ n. WN1 E~ MAIN _ ~ _ - _ _ ~ 19 _ - ~ ~ ~ Q ~ ' - - ~ ~ tJ. ~ 192.1447• _ ~ ~ ~ ~ Z ~
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399.85LF' f 10. CHECKED BY: . . _ 45
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p~00 P~C:C 0, _ . II 2393-L _
3g6.06LF of 1 - - . - . fl0 ~ ~ ~ ~ ~ ~ ~ - ~ -'`rQ- _ _ Z DA ; r
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ZZ`
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35
OF 18 SHEET 4
35
30 _4 4
30
0 3600 3700 38*00 350
2700 2800 2900 3000 31.00 3200 33*00 34100 3500