20071750 Ver 1_401 Application_20071007

SINCE
FROEHLING & ROBERTSON, INC.
Q GEOTECHNICAL .ENVIRONMENTAL .MATERIALS
a ENGINEERS .LABORATORIES
"OVER ONE HUNDRED YEARS OF SERVICE"
R
1 a e 1 310 Hubert Street
Raleigh, North Carolina 27603
Telephone:[phone] - ~ 7 5 Q
Fax: [phone]
To: NC Division of Water Quality (NC-DWQ)
1628 Mail Service Center
Raleigh, NC 27699-1628
Attn: Amy Chapman
We are sending you /^ Attached
The following items:
^ Engineering Reports ^ Prints
^ Test Reports ^ Samples
MAIN OFFICE AND LABORATORIES
3615 DUMBARTON ROAD
RICHMOND, VIRGINIA 23228
PHONE: [phone]
FAX: [phone]
pA-II)
Date: October 16, 2007
F&R No.: J66-5089E
Reference: Zebulon Reclaimed Water Line Phase I
^ Under separate cover via
^ Copy of Letter
^ Contract
/^ Plans
/^ Other: PCN
COPIES DATE NO. DESCRIPTION
5 Oct 15 07 PreConstruction Notification form Complete with attached:
5 Oct 2 07 GIS Maps
5 Oct 15 07 Site Plans
5 Feb 19 07 Agent Authorization Letter
5 Jan 12 05 Copy of NPDES Permit
1 Oct 15 07 Check # ~ (~"~-

Remarks:
Q~c~~~d~p
Distribution:
DENR -WATER (}tJAUTY
yyET1ANp3 AND STpRM1NlT8R BRANCH
1 /~-
Signed
Form No. 1027

Office Use Only: Form Version March OS
07-1750
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing
~. I D
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: NWP # 12, WQC # 3625
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 ~~
Environmental Concern (see the top of page 2 for further details), chec
II. Applicant Information ~~T ~ ~ 'ZQ07
1. Owner/Applicant Information y~agp~yp~T~t~!rRTERg~R~4NCH
Name: City of Rale~h C/O McKim & Creed, George Galambos
Mailing Address: 8020 Tower Point Drive
Charlotte, NC 28227
Telephone Number:~704) 841-2588 Fax Number: [phone]
E-mail Address: GGalambos(a,mckimcreed.com
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: Elias Ruhl
Company Affiliation: Froehling_& Robertson (F&R)
Mailing Address: 310 Hubert Street
Raleigh NC 27603
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: eruhl(a~fandr.com
Page 1 of 9

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 Zebulon Reclaimed Water Line Extension Project: Phase I
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax P1N):Multiple Properties
4. Location
County: Wake Nearest Town: Zebulon
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers/names, landmarks, etc.): The project site begins
approximately 700 ft. west of the intersection of Old US Hwv 264 and NC Hwv 39 in
Zebulon, NC (just west of Five County Stadium).
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 °N see attached °W
6. Property size (acres): 8.99 (Len tg h of project x Width of various easements)
7. Name of nearest receiving body of water: Little Creek (Stream Index # 27-86-2-4; C, NSW)
8. River Basin: Neuse - 03020201 & 03020203
(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: Most of the project site is located along existing roadway
and/or utility easements. The general land use in the vicinity of the site consists of mostly
residentially developed land with some commercial and wooded land. The proposed site is
located within the Town of Zebulon.
Page 2 of 9

10. Describe the overall project in detail, including the type of equipment to be used: The City
of Raleigh is proposing to install a reclaimed water line. The installation of the reclaimed
water line would take place almost entirely outside of the riparian buffer zone of Little Creek
and is proposed within a 30 ft. wide existing~ermanent road easement along most of the
length of the project. Typical trenching and lifting equipment (i.e., backhoe, track hoe,
crane etc.) will be used for the installation of the utility line.
11. Explain the purpose of the proposed work: This project is part of the City of Raleigh's
master plan for a reuse water system, which was approved on March 20, 2007. The purpose
of the reuse water system is to offer high qualit~on-potable water for uses such as
irrigation of lawns golf courses cemeteries, parks, school grounds, industrial or commercial
landscapes and hi_hgway medians as well as use in industry and manufacturing processes
(i.e. cooling water and boiler blowdown~ construction sites, decorative ponds and fountains,
street sweeping vehicle washing toilet flushing, and fire protection in sprinkler systems.
Uses of reused water are regulated by NC State law (North Carolina Administrative Code
Title I SA Subchapter 2H Section .0200).
Drinking water is a limited resource and rapid growth and development in North Carolina
has put extreme demands on our sources of high quality water. This reuse water system will
save millions of gallons of drinking water each year. Additionally, using reuse water reduces
the amount of nutrients discharged to our rivers including the Neuse River, to help protect
the environment. While too many nutrients can be harmful to aquatic life, they can be
beneficial when present in water that is used for irrigation.
IV. Prior Project History
[f 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. The reclaimed water line is an extension of an existing line which has
been previously permitted by DWQ. The permit No. is W00020409, dated Jan 12, 2005. This
permit was issued for the continued operation of the Little Creek Wastewater Treatment and
Reclaimed Water Utilization Stem.
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.
This portion of the reclaimed water line project will be accompanied by an additional
extension of the water line that will be constructed at the same time, however, on a different
contract for financingpurposes referred to as "Phase II".
Page 3 of 9

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.
1. Provide a written description of the proposed impacts: Based on consultation with
representatives of the USACE and NCDWQ, impacts to nine riparian buffers are anticipated
as a result of this project. Of the nine impacts, six are buffer-only and three are impacts to
stream channel and buffer.
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,
senarately 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
(yes/no) Distance to
Nearest
Stream
(linear feet) Area of
Impact
(acres)

Total Wetland Impact (acres)
4
3. List the total acreage (estimated) of all existing wetlands on the property:
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 acreaPe, multiply length X width, then divide by 43,560.
Page 4 of 9

(indicate on map) Before
I m act (linear feet) (acres)

B
UT of Little Creek Crossing,
temporary
(USAGE/DWQ)
Perennial
42.50
20
0.019

C
UT of Little Creek Crossing,
temporary
(USAGE/DWQ)
Perennial
56
20
0.025

J
UT of Little Creek Crossing,
temporary
(USAGE/DWQ)
Intermittent
17
20
0.007

Total Stream Impact (by length and acreage) 60 0.051
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)
Name of Waterbody
(if 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): 0.051
Wetland Impact (acres): N/A
Open Water Impact (acres): N/A
Total Impact to Waters of the U.S. (acres) 0.051
Total Stream Impact (linear feet): 60
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 USAGE.
8. Pond Creation
Page 5 of 9

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.
Impacts have been avoided and minimized to the extent practical during project planning and
design or this project In order to meet the~urpose and need of this project, 9 streams need to be
crossed However the following measures have been taken to reduce the direct impacts of these
crossings on each of the features: 6 of the stream crossings (Streams A, D, E, F, and G) will be
crossed above or below the culverted portion of the channel just outside the roadway and will
have no direct impact on the streams• 3 of the stream crossings (Streams B C and J) will be
aerial crossings with minimal direct impacts The impacted areas will be restored to the on ig nal
grade (where applicable) upon completion of the project Each of the proposed crossings will be
perpendicular to the streams and positioned in an area that offers the least amount of impact
while still meeting_the purpose and need of the proposed project
VIII. Mitigation
DWQ - In accordance with I SA 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
Page 6 of 9

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
htta://h2o.enr.state.nc.us/ncwetlands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (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 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): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount ofNon-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (required by DWQ)
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 aNEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Page 7 of 9

Yes ^ No
X.
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 ^
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
(Neuse), 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 )? 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* Impact Multiplier Required
(s uare feet) Miti anon
1 12774.48 3 (2 for Catawba) n/a
2 6336.86 l .5 n/a
Total I 19111.34 I I n/a
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration /Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260.
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.
Impervious surfaces are not proposed for the,project
Page 8 of 9

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.
The purpose of this utility line is for the conveyance of reclaimed water, and no wastewater is
involved.
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:
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).
~; ~ /~~ 10/15/2007
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 9 of 9

III.S. 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.)
Stream A: 35.82193 °N
Stream B: 35.82461 °N
Stream C: 35.82706 °N
Stream D: 35.82736 °N
Stream E: 35.82910 °N
Stream F: 35.82811 °N
Stream G: 35.82772 °N
Stream I: 35.83039 °N
78.27748 °W
78.28383 °W
78.28963 °W
78.29045 °W
78.29561 °W
78.30022 °W
78.30183 °W
78.30763 °W
Stream J: 35.83034 °N 78.30950 °W

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nucnacl r t;~JC~ l.m~~rnrr
\\ illiam G Russ Jr SCCfeWr~
north Carolina Deparuncnt of Environment and Natural Kesources
O T, r( Alan ~~ Klimek P E Director
DS~ MQt"~ Division o(GValer Quality
January 12, 2005
KENNETH R. WALDROUP, PE
TOWN OF ZEBULON
100 NORTH ARENDELL AVENUE
ZEBULON, NORTH CAROLIN,a 2797
Subject: Permit No. WQ0020~109
Town of Zebulon
Wastewater Treatment and Reclaimed
Water Utilization Systeri~
bVake County
Dear Mr. Waldroup:
In accordance v~ ith your modification request received July 13. 200, and additional information
received October 2G, 2.U0-1. '`~z are fbnrardin~ hzre~~•ith Permit Number.. WQOOZU~09, dated lanuary 12,
200, to the To~~n of Zebulon tor' the continued Operation of the subject ~~aste~~ater treatment and
reclaimed «a[er utilization system.. This permit modification is hein~ issued to correct some minor permit
condition errors and too clarify the monitoring requirements
This permit shall be effective from the date of issuance until December 11, 2007. shall void Permit
Number WQ002U-109 issued .lanuary 13. 2001.. and shall be subject co the conditions and limitations as
specified therein, Please pay particular attention to the monitoring requirernznts in this permit Failure to
establish an adequatz system for collecting and maintainin~~ the required operational information ~~ ill
result in future compliance problems
If any parts, requirements, or limitations contained in this permit are unacceplahle. ~~ou have the
right to request an adjudicator} hearing upon ~~ritt~n request ~~ithin thirty (~0) days fol o>~in~ receipt of
this permit.. This request must be in the form of a ~~ riuen petition.. conForn~in; to Chapter 1 i0B of the
North Carolina General Statutes.. and filed ~~ith the Office o! Aclminisu-ati~c 1-icarin~s. 671-1 Mail Scl-~ICe
Center. Raleigh. NC ?7699-671-1 l~nless such dcm~uuls are made this permit shall be final and binding
IF you nezd additional information conc~rnin~~ this matter.. phase contact Nathaniel Thornburg at
(919) 71~-616(1
Sincere ~ _
i /
/ ~
C .~ -';
Al~rn W. Klimek. P.E.
cc: Wake County Health Uzpartment
Raleigh Regional Office -Aquifer PCOtI:CIIOn Section
Technical Assistance and Certification Unit
APS Central Files (~VQ0020-109)
LAU Fibs
Aquifer Protection Section IG,G Mail Scnice r-e'nler K;llci~_h ~( '7(,~>~l-IG ~G
Internet: hop:/Ih2u enrsertc nc u; '_7_~ (aricrr nuule~ and Ralri~_h NC' '_7GUa
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Fas l`)19)71~-6015
An Equal Opportunity/Altirmative Action Employer - 50°° Recycled.'10°o Posl Consumer Paper

I. PERFORMANCE STAND.~RDS
The reclaimed water utilization facilities shall be effectively maintained and operated at all times so
that there is no discharge to the surface waters, nor any contamination of ground waters, which will
render them unsatisfactory for normal use. In the event that the facilities fail to perform satisfactorily,
including the creation of nuisance conditions or failure of the irrigation area to adequately assimilate
the reclaimed water, the Permittee shall take immediate corrective actions including those actions that
may be required by the Division of Water Quality (Division), such as the construction of additional or
replacement wastewater treatment and disposal facilities.
2. The issuance of this permit shall not relieve the Permittee of the responsibility for damages to surface
or groundwaters resulting from the operation of this facility,.
3. .The residuals generated from these treatment facilities must be disposed in accordance with General
Statute 143-?.15..1 and in a manner approved by the Division..
4. Diversion or bypassing of untreated wastewater from the treatment facilities is prohibited..
5. The following buffers shall be maintained:
a. 100 feet between wetted areas and water supply wells,
b. 100 feet between wetted areas and waters classified as SA,
c. 2~ feet between wetted areas and surface waters not classified as SA,
d. 100 feet beh~een wastewater treatment units and wells.
e 50 feet between reclaimed ~~ titer srorage/irrigation ponds and property lines, and
f. 50 feet between wastewater treatment units and property lines..
6. The follo~~ ins labeling requirements shall be met:
a. All reclaimed water ~al~es, stor:t~e facilities, and outlets shall be ta~~ed or labeled to warn the
public or emplo}ties that thz ~~ oter is not intended for drinkins. Where appropriate: such warning
shall inform the public or employees to avoid contact with the water.
~. AI! reclaimed eater piping.. ~al~es. outlets. and other appurtenances shall be color-coded. taped..
or otherwise marked to identify the source of the eater as being reclaimed water.
i. All nclaimcd water piping and appUl'lcnances shall be either colored purple (i e.. Pantone
5?2) and embossed or integral)}' stamped or marked `CAUTION: R1/CLAI'`lED 1.1'ATER -
DO I\OT DRl\E;" or b~ installed with a purple (i e., Pantone ~~~) IdellhflCall011 tape or
pol}eth}Iene ~in}I wrap. The warning shall be stampod on opposite sides of the pipe and
reputed et cr} three feet or IesS.
ii Identification tape shall bu :rt least three inches wide and have white or black lettering on
purple (i e . I'anlOn~ X32) field stating "CAUTION: RECLAI;v9ED WAT1/R - DO i~OT
DR]NK " Identification tape shall be installed on top of reclaimed water pipelines.. fastened
at least ever} 1O feat to each pipo length and run continuously the entire len~~th of the pips
c. All reclaimed eater ~al~~es and outlets shall be of a type. or secuied in a manner, that permits
operation by authorized pcrsunnel only
d Above-Rround hose bibs (i e_ spigots or other hand-operated connections) shall not be present:
With the exception of properly labeled and color-coded hose-bibs within the fenced area of the
~~~astew titer treatment plant, hose bibs shall be located in locked below-tirade vaults that shall be
clearly labeled as being of non-potable quality, As an alternative to the use of locked below-
~rade ~ cults ~~ ith standard hose bibs services. hose bibs. which can only be operated by a special
tool or connected to a special hose connection, may be placed in non-lockable undergro~md
services boxes clearly labeled as non-potable water.

12. The Permittee shall be approved to connect existing and new residential.. commercial, industrial, and
institutional irrigation users and new industrial cooling water users to the Town of Zebulon
Reclaimed Water Program and all associated facilities without prior application and receipt of a
permit modification from the Division. Note, however, that this approval shall not extend to self-
permitting of extensions to the reclaimed water distribution system. As part of this approval; the
Permittee shall be responsible for developing, implementing, and maintaining the following minimum
programs for ensuring the effective management of the local approval program as well as its
compliance with the conditions of this permit:
a An application program that would require each proposed user to gain prior approval from the
Permittee to connect to the reclaimed water distribution system or modify their existing reclaimed
water use. During the application review, the Permittee shall be responsible for completing the
following minimum tasks: reviewing the proposed reclaimed water use, approving the design of
any permanent reclaimed water distribution system within the reclaimed water use area, ensuring
that cross-connection control issues and compliance with all applicable local ordinances are
addressed within the reclaimed water use area, as well as consulting with the user regarding
allowable reclaimed water loading rates and volumes for irigation purposes. This application
process shall also be initiated any time that a property transfers to a new proposed user (e,g ,sale
of a house, etc.)
b.. A connection inspection program that would require the Permittee to perform an on-site
assessment of the proposed user's reclaimed water use area. During the connection inspection.
the Permute: shall be responsible for completing the following minimum tasks: ensuring that no
cross connections between the reclaimed water system and potable water system exist and that the
appropriate cross-connection control devices have been installed within the reclaimed water use
area and am functionin; properly; verifying that any permanent reclaimed water distribution
system within the reclaimed water use aria will not result in overspray, over application, or
runoff from the location of application, or any public contact from point of use; determining that
adequate notification is provided to employees and the public regarding reclaimed water uses that
are industrial in nature: as well as drssemmann~ educational matenal reRardin~ use of the
reclaimed ~~ ater system and compliance ~~ ith all applicable local ordinances
c A fol{o•w-up inspection programm that would require an on-site assessment of each residential..
commercial.. industrial, and msUUl[lonal user connected to the reclaimed mater distribution system
once per permit cycle The illnlilllllrl laSla associated with the follow-up insp~~~tion shali be the
same as that associated ~~ ith the connection inspection
d A compliance :rnd enforcement pre,~•r;m~ that would require the Permittee to ensure compliance
~~ ith the conditions of this peunit a well as all applicable local ordinances The pro~_ram shall
include :t component to nddres~ non-cunrpliance with respect to the use of the reclaimed water
system b) each tope of user (i e . r•:sidcntial commercial. industrial. and institutOnal)
e.. A spill prevcntior, cuntruL anal notification rrogram that would rcgtlire the Pelmlll2e to uompl~'
with other conditions contained in this pel mit
a

LI. OPERATION AND i\1=11NTEN~NCE REQUIREhIENTS
The facilities shall be properly maintained and operated at all times
Z.. Upon classification of the wastewater treatment and irrigation facilities by the Water Pollution
Control System Operators Certification Commission (WPCSOCC), the Permittee shall designate and
employ a certified operator to be in responsible charge (ORC) and one or more certified operator(s) to
be back-up ORC(s) of the facilities in accordance with 15A NCAC 8G .0201.. The ORC shall visit
the facilities in accordance with liA NCAC 8G .0204 or as specified in this permit and shall comply
with all other conditions specified in these rules.
3. In'igation shall not be performed during inclement weather or when the ground is in a condition that
will cause runoff.
4. Adequate measures shall be taken to prevent reclaimed water runoff from any irrigation area.
5. Suitable vegetative covers shall be maintained on all irrigation areas.
6. The facilities shall be effectively maintained and operated as anon-discharge system to prevent the
discharge of any wastewater resulting from the operation of this facility.
7, No type of reclaimed water other than that from Town of Zebulon Reclaimed Water Utilization
Facility shall be applied onto any irrigation area.
8. Should the lirnit for Fecal colifonn (daily maximum concentration of 2~ per 100 ml) or turbidity
(instantaneous maximum of 10 NTU) be exceeded.. all wastewater shall be handled in one of three
~~ays, until the levels have stabilized below these maximum levels.. The To~~n of Zebulon may
further treat the wastewater to bring it into compliance with reclaimed water standards ~~ithout
returning the eater to the facility's headworks, may reroute it to the headworks of the To~~~n of
Zebulon -Little Creek ~Vaste~tiater Treatment Facility for treatment to reuse standards, or may
discharge it in strict accordance with the conditions of the facility's existing NPDI/S permit.
9, The Permittee shall implement adequate measures to prevent reclaimed water runoff from the
application areas and points of use served by Town of Zebulon Reclaimed ~~'ater t'roRru» and all
associated facilities.
6

3, The reclaimed eater d2li~ered through the To~~n of Zebulon Reclaimed Water Program and all
associated facilities shall be monitored by the Permittee at points of use throughout the reclaimed
water distribution system (i e ,sampling points representative of the reclaimed water distributed to
users that have been selected at the Permittee's discretion) for the following parameters:
Parameter Sam lines Point Sam lin Fre uenc Ty e of Sam le
Fecal Coliform Point of Use Nos. I and 2 Monthly Grab
Residual Chlorine Point of Use Nos. 1 and 2 Monthl Grab
Samples shall be taken from a minimum number of two points of use or the number of points of use
equivalent to 25 percent of the number of service connections to the reclaimed water distribution
system, whichever is less.. In no case, however, shalt less than two points of use be sampled for the
purpose of complying with this condition.. The Permittee shall keep the points of use monitoring
reports on file for a minimum of five (5) years and shall provide them to the Division upon request.
4, Should the quality of the reclaimed water sampled from the points of use, as required in Condition
III(3), deviate substantially from [he maximum daily limit, described in Condition III(?), for each
reclaimed water parameter sampled, the Permittee shall notify the Division and shall investigate ~i•hy
the deviation is occurring and take any steps necessary to correct the situation..
5. The Permittee shall maintain adequate records of the status of approved users.. These records shall
include, but shall not be limited to. the follo~~ ing:
a. Locations of all users and/or use areas;
b. Names and approval status of users and use areas;
c. Compliance status of all users; and
d ivleasur2d or estimated volumes of reclaimed ~~~at~r b;' users or use areas.
6 Three (3) copies of all monitoring data (as specified in Conditions III('?) and lil(;)J on. Form ND~IR-
1 shall be submitted monthly on or before the last day of the folio~rine month to the address beio~~
lli~ision of 11 atcr Quality
Information Processing L`nit
1617 Mail Service Center
Raleigh, \orth Caroline 27699-1617
7. All records maintained in ^ctordance ~~ ith Condition t[lt6) shall he kept fora minlillllnl Of 112 ~~.us
and shall be made available to the Division upon request
8 A nurintenancc lug shall he maintained at this facility including.. but nut limited to the follut~ ink
items:
a. Visual obser~atiuns of the irrigation storage pond and spray irrigation site.
b. Record of pre•,ent:ui~e nrrinlenance (irri~_ation pump maintenance. irri4Tation storae2 pi~i~d
maintenance. changing== sprinkler nozzles. etc.).
c Date of calibration of 110~~ measurement dz~ ice..
S

Any duly authorized oFficer, employee. or representative of the Division may, upon presentation of
credentials.. enter and inspect any property, premises or place on or related to the disposal site or
facility at any reasonable time for the purpose of determining compliance with this permit; may
inspect or copy any records that must be maintained under the terms and conditions of this permit,
and may obtain samples of groundwater, surface water, or leachate.
VII. GENERAL CONDITIONS
This permit shall become voidable unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other supporting data..
2. This permit is effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. This permit is issued pursuant to T 15A 2H.0219(p) for the construction and operation of a reclaimed
water utilization facility without flow equalization.. In the event that non-compliance with any permit
limitation results from the absence of flow equalization, this permit may be administratively
reopened, and a requirement for the construction of a flow equalization basin may be incorporated
into the permit.
4. This permit is not transferable. In the event there is a desire for the facilities to change o~~nership, or
there is a name chanRz of the Permittee. a format permit request must be submitted to the Division
accompanied by an application fee. documentation from the parties involved. and ocher supporting
materials as may be appropriate. The approval of this request will be considered on its merits and
may or may not be approved.
5. Failure to abide by the conditions and limitations contained in this permit may subject the Pern~ittee
to an enforcement action by the Division in accordance Frith North Carolina General Statute 1=13-
21~ GA to 113-?1~.6C
The issuance of this permit does not exempt the Permittee from complying ~~ith any and all statutes.
rules, regulations. or ordinances ~~hich may be imposed b~~ other government agencies (local. state.
and federal) ~~hich have jurisdiction, includinc but not limited to applicably riper buffzr rules in l~A
NCAC 2B 0?OU, erosion and sedimentation control requirements in 15A NCAC chapter ~ and under
the Division"s General Permit NCGUlUU00. and any requirements pertaining to ~~etlands under I~.A
NCAC ?B U?UU acid 2H U~UO
7. A set of approved plans and specifications for the subject project must be retained b~ the Pcrmittee
for the life of the project.
8 The annual administering and compliance ftz must be paid by the Permittee within thirty days after
being billed by the Division 'Failure to pay the fee accordingly may cause the Division to initiate
action to re~•oke this permit as specified by l NC:AC?H 02U~ (c)(4)
The Permittee.. at least six (6) months prior- [o the ecpiration of this permit, shall request its extension.
Upon receipt of the request. the Commission gill review the adequacy of the facilities described
therein, and if ~~arruited, will extend the permit for such period of time and under such conditions
and limitations as it may deem appropriate
10.. This permit in no «ay ne~,ates, precludes. or im•alidates the most recent reissuance of NPDES Permit
No. NCU079 ~ 1G. and the P~rmittee shall continue to comply with :all conditions provided for therein.
l~

~,; WAT~C~P
f
(j~~ t~
Q a ~~~~ ~.
5~~
\Ir. Kenneth R.. \X/aldroup
Director of Public \`Porl:s
450 E.. I-iorton Street
Zebnlon, North Carolina
Dear I4Ir. Waldroup;
Michael F Easley, Governor
State of North Carolina
W illiam G Ross, Jr ,Secretary
Department of Environment and Natural Resources
Alan W .Klimek, P. E.., Director
Division of Water CZuality
September 2, 2003
27597
Subject: lssuanct: of NPDES Permit N00079 i 16
Little Creek \~/\YlTP
\~/ake County
Division personnel have reviewed and approved }'our application for renewal of the subject permit. Accordingly, we
are fonuarding the attached NPDES discharge permit. This permit is issued pursuant to the requirements of North Carolina
General Statute 143-215.1 and the Memorandum of Agreement between North Carolina and the U.S. Environmental
Protection Agency dated May 9, 1994 (or as subsequently amended).
This final permit contains one significant change from the draft permit previously sent to you on July 2, 2003: the
permit has been modified to include reference to the Tovvn's reclairi~ed water program permitted under non-discharge permit
number WQ0020410, Please also note that method detection limits (IVIDL) .and minimum levels (NIL.) should be the most
sensitive as provided by the appropriate analytical procedure..
As discussed with you during the comment period for the draft permit, the 1.0 mg/L total phosphorus limit is the
result of algal growth potential testing that was completed Eor Taylor's Mill Pond in the 1990s. The Division will consider re-
evaluating the 1.0 mg/L effluent limitation upon written petition from the Town to do so. The Town should be aware,
however, that such re-evaluation would likely necessitate additional algal growth testing that could result in a limit more
stringent than that contained in the attached final permit.
Compliance with all terms and conditions of the attached permit is the responsibility of the Pe;mittee. Please note that
T15A 08G .0204 of the North Carolina Administrative Code has been interpreted to mean that the Operator in Responsible
Charge is responsible for operation of water pollution control systems..
If any parts; measurement frequencies or sampling requirements contained in this permit are utiacceptable to you, you
hale the right to an adjudicatory hearirig upon written request within thirty (30) daps following receipt of this letter. This
request must be in the form of a written petition, conforming to Chapter 150I3 of the North Carolina General Statutes, and Eiled
with the Office of Administratve hearings (6714 Mail Service Center, Raleigh, North Carolina 27699-6714).. Unless such
demand is made, this permit shall be final and binding.
Please note that this permit is not transferable except after notice to the Division.. The Division may require
modification or revocation and reissuance of the permit: This permit does not affect the legal requirements to obtain other
pern~its which may be required by the Division of Water Quality or permits required by the Division of Land Resources,
Coastal Area Management Act, or any other Federal or Local governmental permits which may be required. If you have any
questions or need additional information, please do not hesitate to contact Mark McIntire of my staff at (919) 7.33-5083,
extension 508.
Sincetel ,
than \~', Klimek, P.E.
cr. Central PI1es
NPDES Unit Piles
Raleigh Regional Office
Aquatic Toxicolo~• Unit
iVfadoh•n Domin}, EPt\ Region 4
1617 MAtI SERVICE CENTER, RALEIGH, NORTH CAROLINA 27699-1617 -TELEPHONE [phone]/FAX [phone]
VISIT US ON THE WEB AT http://h2o..enrstate.nc..us/NPDES

Permit NC007931G
STATE OF NORTI--I CAROLINA
DEPART1tiIENT OF ENVIRONMENT FIND N1ITURAL RESOURCES
DIVISION OF WATER QUALITY
PERMIT
TO DISCHARGE Wf1STEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provisions of North Carolina General Statute 143-215.1, other lawful standards and
regiila[ions promulgated and adopted by the North Carolina Environmental Management Commission, and the
Federal ~'Uater Pollution Control Act, as amended, the
Town of Zebulon
is hereby authorized to discharge wastewater and stormwater from a facility located at the
Little Creek Wastewater Treatment Plant
NC Highway 39 southeast of Zebulon
Wake County
to receiving waters designated as Little Creek in the Neuse River Basin in accordance with effluent
limitations, monitoring reduixements, and other conditions set forth in Parts I, II, III, and N hereof,
The permit shalt become effective October 1, 2003.
This permit and the authorization to discharge shall expire at midnight on Nlay 31, 2005.
Signed this day September 2, 2003.
~~~~
~lan W. Klimek, P.E., Director
Division of ~`Uater Quality
By Authority of the Environmental 1Vlanagement Commission

Permit N0007931G
SUPPLEMENT TO PERMIT COVEI~Z SHEET
till previous NPDES Permits issued to this facilit}l, whether for operation o.r discharge are hereby revol:ed, and as of
this issuance, any previously issued permit bearing this number is no longer effective. Therefore, the exclusive
authority to operate and discharge from this facilit}' arises under the permit conditions, requirements, terms, and
provisions included herein..
The To`vn of Zebulon is hereby authorized to:
1. Continue operation of a 1.85 MGD wastewater treatment facility that includes the following
components:
- Bar screening
- Grit removal
- Dual-train activated sludge process
- Biological nutrient removal
- Three-channel oxidation ditch
- Dual secondary clarifiers
- Dual traveling bridge tertiary filters
- Post aeration
--------L-F-1tra~Fiolet-elisir~~eetior-r---- -- _ --._ ---- ------------- --- -- -- ------------ .___
- Alum feed s}stem
- Caustic feed system
- Aerobic digester
- Sludge holding lagoon
- Standb3T power
This facility is located at the Little Creek Wastewater Treatment Plant off NC Highway 39 southeast
of Zebulon in ~Ylake County.
2. Operate facilities for reclaimed water distribution in accordance with Non-Discharge Permit No.
~YIQ0020~10; and
3. Discharge from said treatment works at the location specified on the attached map into Little Creek,
a class C-NSW water in the Neuse River Basin.

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-- - - -
N00079316 `,~~~~x~£~ X'
Facility ~'~' ~ ~, . ~~~ ~~,
z~ z z~ ~ , ,
Latitude: 35"48'57" Sub-Basin: 03-04-07 LOC8t10f1 ~`~`•W- ~,"~ j:~,_~
Lorieitude: 78`16''0" ~ '_
uad #: Zebulon, N C '
slrean,class: c-NSw Town of Zebulon
Receivine Stream: Little Cleek ~Qi~r
Permitted Flow: 185 MGD Little Cf CeIC WWTr

Permit N0007931G
A. (1) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
Beginning on the eEEective date of this permit and lasting through the expiration date, the Permittce is authorized to
discharge from Outfa11001. Such discharges shall be limited and monirored by the Pern~ittee as specified below:

PARAMETER EFFLUENT LIMITATIONS MONITORING REQUIREMENTS
Monthly
Average Weekly
Avera e Daily
Maximum Measurement
Frequency Sample
T pe
Sample Location
Flow 1.85 MGD Continuous Recording Influent or Effluent
BODs (Summer)z~3 5.0 mg/L 7..5 mg/L Daily Composite Influent & Effluent
BODs (Winter)z~3 i0.0 mglL 15.0 mg/L Daily Composite Influent & Efiluerit
Total Suspended Solidsz 30..0 mglL 45,0 mg/L Daily Composite. Influent & Effluent
NH3 as N (Summer)3 2.0 mg/L 6.0 mg/L Daily Composite Effluent
NHs as N (Winfer)3 4 0 mg/L 12..0 mg/L Daily .Composite Effluent
Dissolved Oxygen Daily average not less than 5 0 mg/L Daily Grab Effluent
Fecal Coliform 200!100 ml 4001100 ml Daily Grab Effluent
Total Residual Chlorine^ 17 ,ug/L Daily Grab Effluent
Temperature Daily Grab Effluent
TKN (mg/L) Monitor & Report Weekly Composite Effluent
N03-N + NOz-N (mg/L) Monitor & Report Weekly Composite Effluent
TN (mg/L)s Monitor & Report Weekly Composite Effluent
TN Loads Monitor & Efeport J
22,4551b/years Monthly
Annually Calculated
Calculated Effluent
Effluent
Total Phosphorus 1.0 mg/L (quarterly average)B Weekly Composite Effluent
pH Between 6.0 and 9.0 Standard Units Daily Grab Effluent
Chronic Toxicity9 Quarterly Composite Effluent
Total Nickel Monthly Composite Effluent
Total Copper Monthly Composite Effluent
Total Zinc Monthly Composite Effluent
Footnotes:
1. See condition A.. (2) of this permit for instream monitoring requirements.
2. The monthly average BODS and Total Suspended Solids concentrations shall not exceed 15% of the respective influent value
(S5% removal)..
3 Summer shall be defined as April 1 -October 31 with winter defined as the balance of the pear.
4. Total residual chlorine monitoring and limit only apply if chlorine or a chlorine derivative is employed for disinfection.
5. Por a given wastewater sample, TN = ThN + NOS N + NO?-N, where I'N is total nitrogen, ThN is total Kjeldahl
Nitrogen, and NO3-N and NOS-N are nitrate and nitrite nitrogen, respectively.
6. "I'N load is the mass duantit}' of total nitrogen discharged in a given wee!:.. See condition A. (~).
7. The annual TN load limit shall become effective with the calendar year bed nning on January 1, 200.3.. Compliance with this
limit shall be deternuned in accordance with condition A. (4)..
8. The quarterly average for .total phosphorus shall be the average of composite samples collected weekly during each calendar
quarter (January - 1\larch, April -June, July -September, October -December),
9. Chronic Toxicit}' (Ceriodaphnia) (~ 90°/n,]anuary, April, 1uly, October; see condition tl. (5) of this permit.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

Pernut NCUU79316
A. (2) INSTREAM MONITORING REQUIREMENTS
Listream monitoring is required far the fallowing parameters at the locations specified:
Parameter Sam le e Locations
Total Nitro en Grab U, D,,z
NH3 as N Grab U, D,,z
Dissolved Ox en Grab U, D, z
Tem erature Grab U, Di z
Total. Nitro en Grab U, D1 z
PO4 Grab U, D,,z
TICN Grab. U, D, z
Chlorophyll-a Grab U, D,,z
Footnotes:
1 U: Upstream 200 feet from the ontfall.. Di: Downstream 0.7 miles at the railroad tracks access.. Dz:
Downstream at Taylor's Mill Pond dam spillway. Stream samples shall be collected three times per week
during the months of June, July, August, and September and weel~ly during the remainder of the year. As
a participant in the Lower Neuse Basin Association, Inc.. (LNBA), the subject facility is not responsible
for conducting the instream monitoring requirements summarized above. Should your membership in
the Association be terminated, the Division shall be immediately notified and all instream monitoring
requirements will be immediately reinstated.
- -A.-(3)- --CALCULATION-OF TOTAL NITRO-GENZOADS ~-- -
(1) The Permittee shall calculate monthly and annual TN loads as follows:
(a) Monthly TN load (lb/month) = i'N x TMF ~ 8.34
where:
TN = the average total nitrogen concentration (mg/L) of the composite samples collected during the
month
TMF = the total wastewater flow discharged during the month (MG/month)
8.34 = conversion factor, from {mg/L x MG) to pounds
(b) Annual TN load (Ib/year) =Sum of the 12 monthly TN loads for the calendar year-
(2) The Permittee shall report monthly total nitrogen results (mg/L and lb/month) in the discharge monitoring
report for that month and shall report each year's annual results (lb/pear) in the December report for that
year,
A. (4) ANNUAL LIMITS FOR TOTAL NITROGEN
(1) Tatal Nitrogen (TN) allocations and TN Load limits for NPDES dischargers in the Neuse River basin ate
annual limits and are applied for the calendar year..
(2) I'or any given calendar year, the Permittee shall be in compliance 4vith the annual TN Load limit in this
Permit if:
(a) the Permittee's annual TN Load is less than or equal to said limit, or
(b) the Permittee is a Co-Permittee Member of a compliance association..

Permit NC007931G
(3) The TN 1,oad limit in this Permit (if any) may be modit7ed as the result of allowable changes in the
Permittee's 1'N allocation.
(a) t~llowable changes include those resulting from purchase of 1'N allocation from the \\~etlands
Restoration Fund; purchase, sale, trade, or ]case of allocation between the 1'c:nnittee and ether
dischargers; regionalization; and odler transactions approved by the Division.
(b) The Permittee may request a modification of the TN Load limit in this Permit to reflect allowable
changes in its TN allocation. Upon receipt of timely and proper application, the Division will modify the
permit as appropriate and in accordance with state and federal program requirements..
(c) Changes in TN limits become effective on January 1 of the year following permit modification. The
Division must receive application no later than August 31 for changes proposed for the following
calendar year.
(d) Application shall be sent to:
NCD~`UQ /NPDES Unit
Attn: Neuse River Basin Coordinator
Nlail Service Center
Raleigh, NC 27699-1617
(4) If the Permittee is a member and co-permittee of an approved compliance association, its TN discharge
during that }Tear is governed by that association's group NPDES permit and the TN limits therein.
(a) The Permittee shall be considered a Co-Permittee Member for any given calendar year in which it is
identified as such in Appendix A of the association's group NPDES permit,.
(b) Association roster(s) and members' TN allocations will be updated annually and in accordance with state
-- --- - ----' - ---- :a_n.d.federal jZrga am require~rr eitts. ------- ---------~---- ---------- -------- --_.
(c) If the Permittee intends to join or leave a compliance association, the Division must be notified of the
proposed action in accordance with the procedures defined in the association's NPDES permit.
(i) Upon receipt of timely and proper notification, the Division will modify the permit as appropriate
and in accordance with state and federal program requirements.
(ii) Nlembership changes in a compliance association become effective on January 1 of the year
following modification of the association's permit-
(s) The TN monitoring and reporting requirements in this Permit remain in effect until expiration of this Permit
and are not affected by the Pertnittee's membership in a compliance association.
A. (5) CHRONIC TOXICITY PERMIT LIMIT (Quarterly) -1.85 MGD
The effluent discharge shall at no time exhibit observable inhibition of reproduction or significant mortality to
Ceriodaphnia du~ia at an effluent concentration of 90%-
The permit holder shall perform at a minimum, quarterly monitoring using test procedures outlined in the "North
Carolina Certorlap/~nia Chronic Effluent Bioassay Procedure," Revised Febniary 1998, or subsequent versions or
"North Carolina Phase II Chronic ~'VlZOIe Effluent Toxicity Test Procedure" (Revised-Februar} 1998) or subsequent
versions. The tests will be performed during the months of)anuary, Aprii, Jul}T, and October, Effluent sampling for
this testing shall be performed at the NPDES permitted final effluent discharge below all treatment processes.
If the test procedure performed as the first test of any single quarter results in a tailure or ChV below the permit limit,
then multiple-concentration testing shall be performed at a minimum, in each of the ttvo following months as
described in "North Carolina Phase lI Chronic 1Uhole Effluent Toxicity Test Procedure" (Revised-February 1998) or
subsequent versions.

Permit NC007931 G
The chronic value for multiple concentration tests will be determined using the geometric mean of the highest
concentration having no detectable impairment of reproduction or sur~~ival and the lowest concentration that does
have a detectable impairment of reproduction or si.in~ival. The definition of "detectable impairment," collection
methods, exposure regimes, and further statistical methods are specified in the "North Carolina Phase Il Chronic
~'Uhole Eftluent Tonicity Test Procedure" (Revised-Febniax}- 1995) or subsequent versions.
All tonicity testing results required as part of this permit condition will be entered on the Effluerit Discliaxge
Monitoring Form SIR-1) for the months in which tests were performed, using the parameter code TGP3B for the
pass/fail results and THP3B for the Chronic Value. Additionally, DWQ Form AT-3 (original) is to be sent to the
following address:
Attention: NC DENR / D~`(IQ /Environmental Sciences Branch
1621 LVlail Service Center
Raleigh, North Carolina 27699-1621
Completed Aquatic Tonicity Test Forms shall be filed with the Environmental Sciences Branch no later than 30 daps
after the end of the reporting period for which the report is made.
Test data shall be complete, accurate, include all supporting chemical/physical measurements and all
concentration/response data, and be certified by laboratory supervisor and ORC or approved designate signature.
Total residual chlorine of the effluent toliciry sample must be measured and reported if chlorine is employed for
disinfection of the waste stream.
Should there be no discharge of flow from the facilit}~ during a month in which tonicity monitoring is required, the
permittee will complete the information located at the top of the aquatic tonicity (AT) test form indicating the facility
name, permit number, pipe number, county, and the month/year of the report with the notation of "No Flow" in the
commenE area of "the foim~l~e repo-rt shall be submitted to the EnviioncneiitaI- aencs- es Srancll "at t~-ie~a dress cite~lc
above.
Should the perinittee fail to monitor during a month in which tonicity monitoring is required, monitoring will be
required during the following month.
Should any test data from this monitoring requirement or tests performed by the North Carolina Division of ~Uater
Quality indicate potential impacts to the receiving stream, this permit may be re-opened and modified to include
alternate monitoring requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum control organism
survival, minimum control organism reproduction, and appropriate environmental controls, shall constitute an invalid
test and will require immediate follow-up testing to be completed no Inter than the last day of the month following
the month of the initial monitoring.

Permit N0007931G
A. (6) EFFLUENT POLLUTANT SCAN
The pennitree shall perform an annual Effluent Pollutant Scan far all parameters listed in the table below (in
accordance with 40 CFR Part li6). The annual effluent pollutan t scan samples shall represent seasonal (summer,
winter, fall, sprin~ variations over the 5-year permit cycle.. Unles s otherwise indicated, metals shall be analyzed as
"total recoverable." Additionally, the method detection level and the minimum level shall be the most sensitive as
provided by the appropriate anal}'ti cal procedure,
Ammonia (as N) Trans-l,2-dichloroethylene Bis (2-chloroethyl) ether
Chlorine (total residual, TRC) I, l-dichloroethylene Bis (2-chloroisopropy[) ether
Dissolved oxygen 1,2-dichloropropane $is (2-ethylhexyl) phthalate
Nitrate/Nitrite 1,.3-dichloroprnpylene 4-bromophenyl phenyl ether
Total Kjeldahl nitrogen Ethylbenzene Btttyl benzyl phthalate
Oil and ,rease Methyl bromide 2-chloronaphthalene
Total Phosphorus Methyl chloride 4-chlorophenyl phenyl ether
Total dissolved solids Methylene chloride Chrysene
Hardness 1,1,2,2-tetmchloroethane Di-n-butyl phthalate
Antimony Te[mchloroethylene Di-n-octyl phthalate
Arsenic Toluene Dibenzo(a,h)anthracene
Beryllium l,l,l-trichloroethane 1,2-dichlorobenzene
Cadmium 1,1,2-trichloroethane l,3-dichlorobenzene
Chromium Trichloroethylene 1,4-dichlorobenzene
Copper Vinyl chloride 3,3-dichlorobenzitline
Lead Acid-extractable compounds: Diethyl phthalate
Mercury P-chloro-m-creso Dimethyl phthalate
Nickel 2-chlorophenol 2,4-dinitrotoluene
Selenium 2,4-dichlorophenol 2,6-dinitrotoluene
Silver 2,4-dimethylphenol 1,2-diphenylhydnzine
Thallium 4,6-dinitro-o-cresol Fluoranlhene
Zinc 2,4-dinitrophenol Fhtorene
Cyanide 2-nitrophenol Hexachlorobenzene
Total phenolic compounds 4-nitrophenol Hexachlorobutadiene
Volatile organic compounds: Pentachlorophenol Hexachlorocyclo-pentadiene
Acrolein Phenol Hexachloroethane
Acrylonitrile 2,4,6-trichlorophenol Indeno(1,2,3-cd)pyrene
Benzene Base-neutral compounds: Isophorone
Bromoform Acenaphthene Naphthalene
Carbon tetncltloride Acenaphthylene Nitrobenzene
Chlorobenzene Antluacene N-nitrosodi-n-propylarnine
Chlorodibromomethane Benzidine N-niUnsodimethylamine
Chlorcethane Benzo(a)anthracene N-nitrosodiphenylamine
2-cfiloroethylvinylether Benzo(a)pyrene Phenanthrene
Chloroform 3,4 benzofluoranthene Pyrene
Dichlorobromomethane Benzo(ghi)perylene 1,2,4-tichlorobenzene
1,1-dichloroethane Benzo(k)fluomnthene
l,2-dichloroethane Bis (2-chlorcethoxy} methane
Test results shall be reported to the Division in DWQ Form- D D'IR-PPA1 or in a form approved by the Director,
within 9U days of sampling. A copy of the report shall be su bmitted to Central Files to the follo~~dng address:
Division of ~~'ater Quality, Water Quality Section, , 1 G17 D4ail Service Center, Raleigh, North Carolina 27699-1617.

NPDES Permit Requirem,.~ri`
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PART II
STANDARD CONDITIONS FOR NPDES PERMITS
Section A. Definitions
2 Month
Samples are collected twice per month with at least ten calendar days between. sampling events.
Week
Samples are collected three times per week on three separate calendar days.
Act or "the Act"
The Federal Water Pollution Control Act, also known as the Clean Water Act, as amended, 33 USC 1251; et. seq.
Annual Average
The arithmetic mean of all "daily discharges" of a pollutant measured during the calendar year. In the case of fecal
coliform, the geometric mean of such discharges.
Arithmetic Mean
The summation of the individual values divided by the number of individual values.
Buss
The known diversion of waste streams from any portion of a treatment facility including the collection system, which
-is-not-a-designed-or-established-or-oiler-atingmode-for--the-facility -- - -----=--~-- - ---- ----- -
Calendar Day
The period from midnight of one day until midnight of the nest day. However, for purposes of this permit, any
consecutive 24-hour period that reasonably represents the calendar day may he used for sampling..
Calendar Quarter
One of the following distinct periods: January through March, April through June, July through September, and
October through December.
Composite Sample
A sample collected over a 24-hour period by continuous sampling or combining grab samples of at least 100 ml in
such a manner as to result in a total sample representative of the wastewater discharge during the sample period. The
Director may designate the most appropriate method (specific number and size of aliquots necessary, the time
interval between grab samples, etc.) on a case-by-case basis. Samples may be collected manually or automatically.
Composite samples may be obtained by the following methods:
(1) Continuous: a single, continuous sample collected over a 24-hour period proportional to the rate of flow.
(2) Constant time/variable volume: a series of grab .samples collected at equal time intervals over a 24 hour
period of discharge and combined proportional to the rate of flow measured at the time of individual sample
collection, or
(3) Variable time/constant volume: a series of grab samples of equal volume collected over a 24 hour period
with the time intervals between samples detemzit]ed by a preset number of gallons passing the sampling
point. Flow measurement between sample intervals shall be determined by use of a flow recorder and
totalizer, and the preset gallon interval between sample collection fixed at no greater than 1 /24 of the
expected total daily flow at the treatment system, or
(4} Constant time/constant volume: a series of grab samples of equal volume collected over a 24-hour period at
a constant time interval. This method may only be used in situations where effluent flow rates vary
less than 15 percent. The grab samples shall be taken at intervals of no greater than 20 minutes apart
during any 24-hour period and must be of equal size and of no less than 100 milliliters. Use of this method
requires prior approval by the Director.
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Monthly Average (concentration limitl
The arithmetic mean of all "daily discharges" of a pollutant measured during the calendar month. In the case of fecal
coliforrn, the geometric mean of such discharges.
Permit Issuing Authority
The Director of the Division of Water Quality.
Quarterl~Average (concentration Iimit)
The average of all samples taken over a calendar quarter.
Severe property damage
Substantial physical damage to property, damage to the treatment faalities which causes them to become inoperable,
or substantial and permanent loss of natural resources which can reasonably be expected to occur in the absence of a
bypass. Severe property damage excludes economic loss caused by delays in production.
Toxic Pollutant:
Any pollutant listed as toxic under Section 307{a)(1) of the Clean Water Act,
U set
An incident beyond the reasonable control of the Permittee causing unintentional and temporary noncompliance with
permit effluent limitations and/or monitoring requirements. An upset does not include noncompliance caused by
operational' error, improperly designed treatment facilities, inadequate treatment facilities, lack of preventive
maintenance, or careless or improper operation.
Weekly Average (concentration limitl
T'he arithmetic mean of all "daily discharges" of a pollutant measured during the calendar week: In the case of fecal
coliform, the geometric mean of such discharges,
Section B. General Conditions
1. Duty to Comfy
The Permittee must comply with all conditions of this permit. Any permit noncompliance constitutes a violation
of the Clean Water Act and is grounds for enforcement action; for permit termination, revocation and reissuance,
or modification; or denial of a permit renewal application [40 CFR 122.41].
a. The Permittee shall comply with effluent standards or prohibitions established under section 307(a) of the
Clean Water Act .for toxic pollutants and with standards for sewage sludge use or disposal established under
section 405(d) of the Clean Water Act within the time provided in the regulation§ that establish these
standards or prohibitions or standards for sewage sludge use or disposal, even if the permit has not yet been
modified to incorporate the requirement.
b. The Clean Water Act provides that any person who violates section 301, .302, 306, 307, 308, 318 or 405 of the
Act, or any permit condition or limitation implementing any such sections in a permit issued under section
402, or any requirement imposed in a pretreatment program approved under sections 402(x)(3) or 402(b)(8j
of the Act, is subject to a civil penalty not to exceed $25,000 per dap for each violation. [40 CFR 122.41 (a)
(2)]
c.. The Clean Water Act provides that any person who rregla~ently violates sections 301, 302, 306, 307, 308, 318, or
405 of the Act, or any condition or limitation implementing any of such sections in a permit issued under
section 402 of the Act, or any requirement imposed in a pretreatment program approved under section
402(x)(3) or 402(6)(8) of the Act, is subject to criminal penalties of $2,500 to $25,000 per day of violation, or
imprisonment of not more than 1 year, or both. In the case of a second or subsequent conviction for a
negligent violation, a person shall be subject to criminal penalties of not more than $50,000 per day of
violation, or by imprisonment of not more than 2 years, or both. [40 CFR 122.41 (a) (2)]
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7. Severability
The provisions of this .permit are severable. If any provision of this permit, or the application of any provision of th
permit to any circumstances, is held invalid, the application of such provision to other circumstances, and the remaindc
of this permit, shall not be affected thereby [NCGS 150B-23].
8. Dui to Provide Information
The Permittee shall furnish to the Permit Issuing Authority, within a reasonable time, any information which the
Permit Issuing Authority may request [o determine whether cause exists for modifying, revoking and reissuing, or
temunating this permit or to' deteanine compliance with this permit. The Permittee shall also furnish to the
Permit Issuing Authority upon request, copies of records required by this permit [40 CFR 122.41 (h)].
9. Dut~to Reapply
If the Permittee wishes to continue an activity regulated by this permit after the expiration date of this permit, the
Permittee must apply for and obtain a new permit [40 CFR 122.41 (b)].
10. Expiration of Permit
The Permittee is not authorized to discharge after the expiration date. In order to receive automatic
authorization to discharge beyond the expiration date, the Perinittee shall submit such information, forms, and
fees as are required by the agenry authorized to issue pemits no later than 180 days prior to the expiration date.
Any Permittee that has not requested renewal at least 180 days prior to expiration, or any Permittee that does not
have a permit after the expiration and has not requested renewal at least 180 days prior to expiration, will subject
the Permittee to enforcement procedures as provided in NCGS 143-215.6 and 33 USC 1251 et. seq.
11. Signatory Requirements
AIl ap canons, reports, or mformation siibnutted t- o the Pemut`Issum~thority s~zlrbe signed" and certifie~lc ~-~" ~-
[40 CFR 122.41 (k)J.
a. All permit applications shall be signed as follows:
(1) For a corporation: by a responsible corporate officer. For the purpose of this Section, a responsible
corporate officer means: (a) a president, secretary, treasurer or vice president of the corporation in
charge of a principal business function, or any other person who performs similar policy or decision
making functions for the corporation, or (b) the manager of one or more manufacturing, production, or
operating facilities, provided, the manager is authorized to make management decisions which govern the
operation of the regulated facility including having the explicit or implicit duty of making major capital
investment recommendations, and initiating and directing other comprehensive measures to assure long
term environmental compliance with environmental laws and regulations; the managex can ensure that
the necessary systems are established or actions taken to gather complete and accurate inforiation for
permit application requirements; and where authority to sign documents has been assigned or delegated
to the manager in accordance with corporate procedures .
(2) For a partnership or sole proprietorship: by a general partner or the proprietor, respectively; or
(3) For a municipality, State, Federal, or other public agenry: by either a principal executive officer or
ranking elected official [40 CFR 122.22].
b. All reports required by the permit and other information requested by the Permit Issuing Authority shall be
signed by a person described in paragraph a. above or by a duly authorized representative of that person. A
person is a duly authorized representative only if:
1. The authorization is made in writing by a person described above;
2. The authorization specified either an individual or a position having responsibility for the overall
operation of the regulated Facility or activity, such as the position of plant manager; operator of a well or
well field, superintendent, aposition of equivalent responsibility, or an individual or position having
overall responsibility for environmental matters for the company. (A duly authorized representative may
thus be either a named individual or any individual occupying a named position.); and
3. The written authorization is submitted to the Permit Issuing Authority [40 CFR 122.22]
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b. Within 120 calendar days of:
- Receiving notification of a change in the classification of the system requiring the designation of a
new ORC and back-up ORC
- A vacancy in the position of ORC or back-up ORC.
2. Proper Operation and Maintenance
The Permittee shall at all times provide the operation and maintenance resources necessary to operate the existing
facilities at optimum efficiency. The Permittee shall at all times properly operate and maintain all facilities and
systems of treatment and control (and related appurtenances) which are installed or used by the Permittee to
achieve compliance with the conditions of this permit Proper operation and maintenance also includes adequate
laboratory controls and appropriate quality assurance procedures. This provision requires the Permittee to install
and operate backup or auxiliary facilities only when necessary to achieve compliance with the conditions of the
permit [40 CFR 122.41 (e)).
3. Need to Halt or Reduce not a Defense
It shall not be a defense for a Permittee in an enforcement action that it would have been necessary to halt or
reduce the permitted activity in order to maintain compliance with the condition of this permit [40 CFR 122.41
(c))-
4. B~assin~ of Treatment Facilities
a. Bypass not exceeding limitations [40 CFR 122.41 (m) (2)]
The Permittee may allow any bypass to occur which does not cause effluent limitations to be exceeded, but
only if it also. is for essential maintenance to assure efficient operation. These bypasses are not subject to the
provisions of Paragraphs b. and c. of this section.
- -- b. I~Llce [4b CFR f22.-4-1 ~) (3)~---- _-
(1) Anticipated bypass. If the Permittee knows in advance of the need for a bypass, it shall submit prior
notice, if possible at least ten days before the date of the bypass; including an evaluation of the
anticipated quality and effect of the bypass.
(2) Unanticipated bypass. The Permittee shall submit notice of an unanticipated bypass as required in Part
II. E. 6. (24-hour notice).
c. Prohibition of Bypass
(I) Bypass from the treatment facility is prohibited and the Permit Issuing Authority may take enforcement
action against a Permittee for bypass, unless:
(A) Bypass was unavoidable to prevent loss of life, personal injury or severe property damage;
(B) There were no feasible alternatives to the bypass, such as the use of auxiliary treatment facilities,
retention of untreated wastes or maintenance during normal periods of equipment downtime. This
condition is not satisfied if adequate backup equipment should have been installed in the exercise of
reasonable engineering judgment to prevent a bypass which occurred during normal periods of
equipment downtime or preventive maintenance; and
(C) The Pen-nittee submitted notices as required under Paragraph b. of this section.
(2) Bypass from the collection system is prohibited and the Permit Issuing Authority may take enforcement
action against a Permittee for a bypass as provided in any current or future system-wide collection system
permit associated with the treatment facility.
(3) The Permit Issuing Authority may approve an anticipated bypass, after considering its adverse effects, if
the Permit Issuing Authority determines that it will meet the three conditions listed above in Paragraph c.
(1) of this section.
5. Upsets
a. Effect of an upset [40 CFR 122.41 (n) {2)): An upset constitutes an affirmative defense to an acrion
brought for noncompliance with such technology based permit effluent limitations if the requirements of
paragraph b. of this condition are met. No determination made during administrative review of claims that
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3. Flow Measurements
Appropriate flow measurement devices and methods consistent with accepted scientific practices shall be selected
and used to ensure the accuracy and reliability of measurements of the volume of monitored discharges. The
devices shall be installed, calibrated and maintained to ensure that the accuracy of the measurements is consistent
with the accepted capability of that type of device. Devices selected shall be capable of measuring flows with a
maximum deviation of less than 10% from the true discharge rates throughout the range of expected discharge
volumes. FIow measurement devices shall be accurately calibrated at a minimum of once per year and maintained
to ensure that the accurary of the measurements is consistent with the accepted capability of that type of device.
The Director shall approve the flow measurement device and monitoring location prior to installation.
Once-through condenser cooling water flow monitored by pump logs, or pump hour meters as specified in Part I
of this permit and based on the manufacturer's pump curves shall not be subject to this requirement.
4. Test Procedures
Test procedures for the analysis of pollutants shall conform to the EMC regulations (published pursuant to
NCGS 143-215.63 et. seq.), the Water and Air Quality Reporting Acts, and to regulations published pursuant to
Section 304(g~, 33 USC 1.314, of the Federal Water Pollution Control Act (as Amended), and 40 CFR 136; or in
the case of sludge use or disposal, approved under 40 CFR 136, unless otherwise specified in 40 CFR 503, unless
other test procedures have been specified in this permit [40 CFR 122.41]..
To meet the intent of the monitoring required by this pernut, all test procedures must produce minimum
detection and reporting levels that are below the permit discharge requirements and all data generated must be
reported down to the minimum detection or lower reporting level of the procedure.. If no approved methods are
determined capable of achieving min;n,um detection and reporting levels below permit discharge. requirements,
'" - then "the most-sensitive~(metliod with-"the lowest-possible detection arid-reporting level) approved method trust'
be used.
5. Penalties for Tampering
The Clean Water Act provides that any person who falsifies, tampers with, or knowingly renders inaccurate, any
monitoring device or method required to be maintained under this permit shall, upon conviction, be punished by
a fine of not more than $10,000 per violation, or by imprisonment for not more than two years per violation, or
by both. If a conviction of a person is for a violation committed after a first conviction of such person under this
paragraph, punishment is a fine of not more than $20,000 per day of violation, or by imprisonment of not more
than 4 years, or both [40 CFR 122,41].
6. Records Retention
Except for records of monitoring information required by this permit related to the Permittee's sewage .sludge
use and disposal activities, which shall be retained for a period of at least five years (or longer as required by 40
CFR 503), the Permittee shall retain records of all monitoring information, including.
- all calibration and maintenance records
- all original strip chart recordings for continuous monitoring instrumentation
- copies of all reports required by this permit
- copies of all data used to complete the application for this permit
These records or copies shall be maintained for a period of at least 3 years from the date of the sample,
measurement, report or application. This period may be extended by request of the Director at any time [40 CFR
122.41]..
7. Recording Results
For each measurement or sample taken pursuant to the requirements of this permit, the Permittee shall record
the following information [40 CFR 122.41]:
a. The date, exact place, and time of sampling or measurements;
b. The individual(s) who performed the sampling or measurements;
c. The date(s) analyses were performed;
d. The individual(s) who performed the analyses;
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6. Twenty--four Hour Reporting
a. The Permittee shall report to the Director or the appropriate Regional Office any noncompliance that
potentially threatens public health or the environment Any information shall be provided orally within 24
hours from the time the Permittee became aware of the circumstances. A written submission shall also be
provided within 5 days of the time the Permittee becomes aware of the circumstances. The written
submission shall contain a description of the noncompliance, and its cause; the period of noncompliance,
including exact dates and times, and if the noncompliance has not been corrected, the anticipated time it is
expected to continue; and steps taken or planned to reduce, eliminate, and prevent reoccurrence of the
noncompliance [40 CFR 122.41 (1) (6)]..
b. The Director may waive the written report on a case-by-case basis for reports under this section if the oral
report has been received within 24 hours.
c. Occurrences outside normal business hours may also be reported to the Division's Emergency Response
personnel at [phone], [phone] or [phone]..
7. Other Noncompliance
The Permittee shall report all instances of noncompliance not reported under Part II. E. 5 and 6. of this permit at
the time monitoring reports are submitted, The reports shall contain the information listed in Part II. E. G. of
this pemut [40 CFR 122.41 (1) ('1)].
Other Information
Where the Pemiittee becomes aware that it failed to submit any relevant facts in a permit application, or
submitted incorrect information in a permit application or in any report to the Director, it shall promptly submit
such facts or information [40 CFR 122.41 (1) (8)].
Noncompliance Notification
The Permittee shall report by telephone to either the central office or the appropriate regional office of the
Division as soon as possible, but in no case more than 24 hours or on the next working day following the
occurrence or first knowledge of the occurrence of any of the following:
a. Any occurrence at the water pollution control facility which results in the discharge of significant amounts of
wastes which are abnormal. in quantity or characteristic, such as the dumping of the contents of a sludge
digester; the known passage of a slug of hazardous substance through the facility; or any other unusual
circumstances.
b. Any process unit failure, due to known or unknown reasons, that render the facility incapable of adequate
wastewater treatment such as mechanical or electrical failures of pumps, aerators, compressors, etc.
c. Any failure of a pumping station, sewer line, or tteatrnent facility resulting in a by-pass directly to receiving
waters without treatment of all or any portion of the influent to such station or facility.
Persons reporting such occurrences by telephone shall also file a written report within 5 days following first
knowledge of the occurrence.
10. Availability of Reports
Except for data determined to be confidential under NCGS 143-215..3 (a)(2) or Section 308 of the Federal Act, 33
USC 1318, all reports prepared in accordance with the terms shall be available for public inspection at the offices
of the Division of Water Quality. As required by the Act, effluent data shall not be considered confidential.
Knowingly making any false statement on any such report may result in the imposition of criminal penalties as
provided for in NCGS 143-215.1(b)(2) or in Section 309 of the Federal Act.
11. Penalties for Falsification of Reports
The Clean Water Act provides that any person who knowingly makes any false statement, representation, or
certification in any record or other document submitted or required to be maintained under this permit, including
monitoring reports or reports of compliance or noncompliance shall, upon conviction, be punished by a fine of
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adverse impacts to waters of the State_ This permit cannot be rescinded while any activities requiring this permit
continue at the permitted facility.
PA R.T N
SPECIAL CONDITIONS FOR MUNCIPAL FACILITIES
Section A. Publicly Owned Treatment Works (PO'I'W
All POTI`Vs must provide adequate notice to the Director of the following. ;
1. Any new introduction of pollutants into the POTW from an indirect discharger which would be subject to
section 301 or .306 of CWA if it were directly discharging those pollutants; and
2. Any substantial change in the volume or character of pollutants being introduced by an indirect discharger
as influent to that POTW at the time of issuance of the permit
3. For purposes of this paragraph, adequate notice shall include information on (1) the quality and quantity of
effluent introduced into the POTW, and (2) any anticipated impact of the change on the quantity or quality
of effluent to be discharged from the POTW.
Section B. Municipal Control of Pollutants from Industrial Users.
1. Effluent limitations are listed in Part I of this permit. Other pollutants attributable to inputs from
industries using the municipal system may be present in the Permittee's discharge. At such time as
sufficient information becomes available to establish limitations for such pollutants, this permit may be
revised to spedfy effluent limitations for any or all of such other pollutants in accordance with best
practlca e tee no ogy or water qu ty sari-~ tandards--- ---
2. Under no circumstances shall the Permittee allow introduction of the following wastes in the waste
treatment system:
a. Pollutants which create a Fire or explosion hazard in the PUTW, including, but not limited to,
wastestreams with a closed cup flashpoint of less than 140 degrees Fahrenheit or 60 degrees
Centigrade using the test methods specified in 40 CFR 261.21;
b. Pollutants which will cause corrosive structural damage to the POTW, but in no case Discharges
with pH lower than 5.0, unless the works is specifically designed to accommodate such Discharges;
c. Solid or viscous pollutants in amounts which will cause obstruction to the flow in the POT~1
resulting in Interference;
d. Any pollutant, including oxygen demanding pollutants (BOD, etc.) released in a Discharge at a flow
rate and/or pollutant concentration which will cause Interference with the POTW;
e. Heat in amounts which will inhibit biological activity in the POTW resulting in Interference, but in
no case heat in such quantities that the temperature at the POTW Treatment Plant exceeds 40°C
(104°F) unless the Division, upon request of the POTW, approves alternate temperature limits;
f. Petroleum oil, nonbiodegradable cutting oil, or products of mineral oil origin in amounts that will
cause interference or pass through;
g. Pollutants which result in the presence of toxic gases, vapors,. or fumes within the POTW in a
quantity that may cause acute worker health and safety problems;
h. Any trucked or hauled pollutants, except at discharge points designated by the POTW.
3. nth regard to the effluent requirements listed in Part I of this permit, it may be necessary for the
Permittee to supplement the requirements of the Federal Pretreatment Standards (40 CFI Part 403) to
ensure compliance by the Pemuttee with all applicable effluent limitations. Such actions by the Permittee
may be necessary regarding some or all of the industries discharging to the municipal system.
4. The Permittee shall require any industrial discharges sending influent to the permitted system to meet
Federal Pretreatment Standards promulgated in response to Section 307(b) of the Act. Prior to accepting
wastewater from any significant industrial user, the Permittee shall either develop and submit to the
Version 6/20/2003

NPDES Permit Requirements
Page 15 of 16
6. Authorization to Construct (A to Cl
The Permittee shall ensure that an Authorization to Construct permit (AtC) is issued to all applicable
industrial users for the construction or modification of any pretreatment facility. Prior to the issuance of
an AtC, the proposed pretreatment facility and treatment process must be evaluated for its capacity to
comply with alllndustrial User Pretreatment Pemut (IIJI') limitations.
7. POTW Inspection & Monitoring of their SIUs
The Permittee shall conduct inspection, surveillance, and monitoring activities as described in its Division
approved pretreatment program in order to determine, independent of information supplied by industrial
users, compliance with applicable pretreatment standards. The Permittee must:
a. Inspect all Significant Industrial Users (SIUs) at least once per calendar year; and
b. Sample all Significant Industrial Users (SIUs) at least twice per calendar year for all permit-
limited pollutants, once during the period from January 1 through June 30 and once during the
period from July 1 through December 31, except for organic compounds which shall be sampled
once per calendar year;
8. SIU Self Monitoring.and Reporting
The Permittee shall require all industrial users to comply with the applicable monitoring and reporting
requirements outlined in the Division approved pretreatment program, the industry's pretreatment permit,
or in 15A NCAC 2H .0908.
9. Enforcement Response Plan (ERPI
The Permittee shall enforce and obtain appropriate remedies for violations of all pretreatment standards
promulgated pursuant to section 307(b) and (c) of the Clean Water Act (40 CFR 405 et. seq.), prohibitive
,..
--"~ dis`charge"mar s as set-fo`rrh in-4~"CFTr"403:5-and"1~5A NCA-C-2FI-09D~1, and spedfic Ioc-la-Tuni`tattons. -`-----
All enforcement actions shall be consistent with the Enforcement Response Plan (ERP) approved by the
Division.
10. Pretreatment Annual Reports (I'ARl
The Permittee shall report to the Division in accordance with 15A NCAC ZH .0908. In lieu of submitting
annual reports, Modified Pretreatment Programs developed under 15A NCAC ZH .0904 (b) may be
required to meet with Division personnel periodically to discuss enforcement of pretreatment requirements
and other pretreatment implementation issues.
For all other active pretreatment programs, the Permittee shall submit two copies of a Pretreatment Annual
Report (PAR) describing its pretreatment activities over the previous twelve months to the Division at the
following address:
NC DENR / DWQ /Pretreatment Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
These reports shall be submitted according to a schedule established by the Director and shall contain the
following
a.) Narrative
A brief discussion of reasons for, status of, and actions taken for all Significant Industrial
Users (SIUs) in Significant Non-Compliance (SNC);
b.) Pretreatment Program SummarylPPS)
A pretreatment program summary (PPS) on specific forms approved by the Division;
c.) Si„Qnificant Non-Compliance Report (SNCRI
The nature of the violations and the actions taken or proposed to correct the violations on
specific forms approved by the Division;
d) Industrial Data Summary Forms (IDS
Version 6/20/2003

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Client: Geor a Galambas
FROEHLING & ROBERTSON, INC. Pruett: ebulon Phasel
O -MATERIALS
GEOTECHNICAL (ENVIRONMENTAL Location wakecounty
F
O~ ~ .
ENGINEERING LABORATORIES F8R Project Nd66 5089E Phase I

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., ~ Client: Geor a Galambos
FROEHLING & ROBERTSON, INC. Pre ect: ze alon wl. aae
F GEOTECHNICAL ENVIRONMENTAL ,..MATERIALS l.oeatlun ware cauney
& ~ ENGINEERING 'LABORATORIES FBR Project No.: J66.6089E Phasel

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I~~t Client: Geor a Galambos
FROEHLING 8 ROBERTSON, INC. P,oac,: e u n ,~a
& R GEOTECHNICAL .ENVIRONMENTAL 'MATERIALS location wake county
O~ ENGINEERING .'.LABORATORIES F8R Project No.: ~66d089E Phas I
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°~° Client: Geor ~ Oalambos
FROEHLING & ROBERTSON, INC. Proect: a uon a~.
&
F ~ GEOTECHNICAL ENVIRONMENTAL MATERIALS Location wake County
ENGINEERING 'LABORATORIES F8R Project No.: J66.6069E Phase
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p~~f SAT ~~~G
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Michael F Easley, Governor
William G. Ross ,1r_, Secretary
North Carolina Department of Environment and Natural Resources
Alan W Klimek, P,E. Director
Division of Water Quality
;~tarcn 23, 2007 ~? .~ 1 7 5 Q
lroettling & Robertson, Inc.
Attn: Elias N. Ruhl
310 Hubert St.
Raleigh, NC ?76U~i
KR()R~ 0?--ia
Wake C'aunty
RAtiIN:
Neese River X Tar-Pamlico
(IiA NCAC 26 .t1~33) (1~A NCAC 2t3 ,029)
Complaint NUV But1~r Determination X
Incident ti T .'appeal Call
Project Name: "Lebulon Reelaimctl ~'Vater Line CLF ~ R Project Ntib-52a~E)
Location~Directions: located in "Lebulon
Subject Stream: Little Creek Prager, U~"s to Litdc Creek _
Date of Determination: 3/8107
feature(s) Not
Subject $ Subject Start ~
~ Stopt~) Stream Form Pts. Soil
Surve~° USGS
"I"ogo
~ A _ ` X ~ Perennial X~ X
l; X _ Perennial X X
C X Perennial X X
D X Perennial X X
E X Perennial X
F X Intermittent X
C; X
__
._ Perennial X X

II
X _

_ ._
- ~
.
__.__.___
X
i X .
_.._ perennial X X
J X Perennial _
X
K X Intermittent X X
L not on
ma s X

_ Intermittent X
M X
___.~ .__
___ W L X
N X Perennial X X
Comments. These streams arc subject or not subject ~~~hcre the proposed sewer line will cross.
North Carolna t)ivisinn of Water tluatity ttateigh 12egaonal Ofiice Surface Water Protection Phone i919179t-3t200 Customer SrniCc
Internet: h2o:enrstate.nc.us 162RMaitServiceCenter t2aleish,NC-27Er~-If~2ti FAQ {r)ti))571~718 1.877-tr23-d14$
An Equai DpportunitylA~rmative Action Empbyer - 5096 Recydedll0°,6 Past Consumer Paper
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Zebulon Reclaimed Water Line (F & R Project H66-52A4E)
Johnston County
3!23!2007
Page 2 of 2
t:xplanation; The feature(s) listed above has or have been located on the Soil Survey of Wake County, Korth
Carolina or the most recent copy of the LlSG5 "topographic map at a i :?4,UUU scale. Each feature that is rhecked
"?got Subject" has been determined not to be a stream or is not present on the property. }=catures that arc checked
"Subject" have been located an the pruper•ry and possess characteristics that qualify it to be a stream. Thcrr may he
other streams other streams located on your pruperry that do nol show up on the maps rrftrenced above but, still
maybe considered jurisdictional accordins~ to tht: l'S Anny Carps of Engineers and'or to dte Division of Water
Quality.
'I'bis on-site determination shall expire five (5) years from the date of this letter. l.andawners ar affected
parties that dispute a determination made by the DWQ or Delegated hocal Authority that a surface water
exists and that it is subject to the buffer rule may request a deternnation by the Director. A request for a
determination by the Director shall be referred to the Dirertor in writing c!o Cyndi Karok ,DWQ
~Vetlands/401 Unit, 2321 Crabtree Blvd., Raleigh, \<' 27604-22b0, Individuals that dispute a detcrntination
by the DWQ or Delegated local Authority that ''exempts" a surface water from the buffer rule may ask for
au ad judicatory hearing. You must act within 60 days of the date that you receive this letter. Applicants arc
hereby notified that the 60-day statutory appeal time does not start until the affected party (including
downstream and adjacent landowners) is notified of this decision. DWQ recommends that the applicant
conduct this notification in order to be certain that third party appeals are made in a timely manner. 'to ask
for a hearing, send a written petition, which cunfornu to Chapter 1 SOB of the north Carolina General
Statutes to the Offire of Administrative Hearings, 6714 Mail Service Center, Raleigh, V.C. 27699-6714. 'T'his
determination is final and binding unless you •rsk f+-r a hearing -r•ithin 60 days.
The (owner/future owners) should notify the Division of ~~'ater Qualih• (including any other 1_ocal, State,
and Federal Agencies) of this derision concerning any future correspondences regarding the subject property
(stated above). This project may require a Section 4041401 Permit for the proposed activity. Any inquiries
should he directed to the Division of Water Quality (Central Office) at (919)-733-1786, and the t15 Army
Corp of F ngineers (Raleigh Regulatory Field Office) at {919)-876-8.141.
Respectfully,
~~~ l~tt~..._
Michael Floran
Environmental Spec.
CC: Jamie Shern-US Mny Carps of Engineers, Raleigh Regularory Office
Wetlands( Stormwater Branch, 2321 Crabtree Blvd, Suite 25U, Raleigh, NC 27GU4
RRO/SWP Copy
Central Files
N ~1hCarulina
~~[Itllwll~e'!f
Nanh Carolina Division of Water Quality Raleigh Regional office Surracc Water Prou^ction Phone (419) 79t-t2tx) ('ustanxr Scrvicc
Internet h2oenrstate.ne.us Iti28 Mail Service Center Raleigh. NC' 27699-162A FAX (919) 3?1-~t718 1-87~-G23-(:7~iti
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FROEHLING & ROBERTSON, INC
GEOTECHNiGAL ~ ENVIRC7NAAENTAI • MATERlRLS
ENGINEERS ~ LABURATORIES
"OVER ONE HUN©REO YEARS OF SERVICE"
~, 3 i 0 Wubert Street
+ H ~ + Raleigh, Narth Caralina 27603
Tekephone: (919) 828-3A41 Fax: [phone]
l~cbruary 19, 2007
US Army Corps of Engineers
Wilmington i~istrict-Raleigh Regulatory field Office
6508 Falls of the Meuse Raad, Suite i20
Raleigh. Narth Carolina X761 S
Attn: Mr. James t~. Shern
Subject: US .Army Corps al'l~ngineers
Agent Authari~atian l..etter
Proposed ;~ebulan Reclaimed Water Line
F~:R Pro}ect Numher N6b-S~~A~:
lebulc~n, Wake County, Narth Caralina
The undersigned hereby authorizes f~rc~ehling ~ Rahertsc~it, lnc. (F&R} to proceed an behalf of the
current property awner(s} as the went far wetland consulting and permitting issues pertaining to
the above referenced project cite. "This agent autharizatian letter supersedes any previous agent
autharixatians. Frain this day forward: please. contaet l:&R fiJr wetland related issues associated
with this project and prior to site visits.
Sincerely,
E=R()Et-ILE'~G ~~ R()[3E~k21'St)"v, !ti('.
;%'
t ~
` t `~_ _ - ~ ` I.'L.
l;lrts N. Ruhl
1'rt?left Manager
__--_ _

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. - " _ _ _ ~ ~r. i~~._ .__._
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~ ~~~~~~ ~ ~~~ ~ Printed
Name.
___-_____________ (~ _j,_~__ _
Address: ~..r ~X~i,, ~ Address:
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KEY MAP nCQNTRACT 1~ ~- ~NTRACT z
"THIS CERTIFIES THAT THIS COPY OF THIS PLAT IDENTIFIES AS WATERS
OF .THE U.S. OR WETLANDS ALL AREAS OF WATERS OF THE U.S. INCLUDING
WETLANDS, REGULATED PURSUANT TO SECTION 404 OF THE CLEAN WATER
ACT, AS DETERMINED BY THE UNDERSIGNED ON THIS DATE. UNLESS THERE IS
A CHANGE IN THE LAW OR OUR PUBLISHED REGULATIONS, THIS DETERMINATION
OF SECTION '404 JURISDICTION MAY BE RELIED UPON FORA PERIOp NOT TO
EXCEED FIVE YEARS FROM THIS DATE. THIS DETERMINATION WAS MADE UTILIZING
THE 1987 CORPS OF ENGINEERS WETLANp DELINEATION MANUAL.'
(NAME) _-------------
(TITLE)_._.:_-----~---------------------------------
(DATE }---------------------------------~-------
(AID}___„_____
!, ROBIN L. LEE, PLS L-3759, CERTIFY THAT THIS MAP WAS
DRAWN UNDER .MY SUPERVISION FROM AN ACTUAL FIELD SURVEY ~m,~1~7~;tsda
MADE UNDER MY SUPERVISION; THIS MAP DOES NOT CONFORM t'~~~' a:~ ~aav
e, . °~,'~~ ~~ ~e'~y' o
TO G.S. 47-30, AND IS NOT INTENDED FOR RECORDATION. a16'a ~•a~``~'~t~~ng6°o~'~~~'d°a
DATES OF SURVEY WERE PERFORMED FROM DECEMBER 2006 TO qa. "~ ~'~'°'~E;~yy ''° '',~~~~,
JANUARY 2007. ~ '~ 4 ~~~,
ROBIN , L. LEE, PLS L-37 9 DATE ~'a~, dF~.~,~+~ ~~
NO'~;5:
1, ALL DISTANCES SHOWN ARE HOF2EZONTAL GROUND
MEASUREMENTS IN U.S. SURVEY FEET.
2, WETLANDS FLAGS AND OTHER ITEMS SHOWN WHERE FIELD
LOCATED BY McKIM & CREED.
3. BOUNDARY INFORMATION WAS TAKEN FROM REFERENCED
SOURCES SHOWN ON THE SURVEY AND REPRESENT
APPROXIMATE LOCATIONS. McKIM & CREED HAS NOT
PERFORMED. A COMPLETE BOUNDARY SURVEY AT THIS TIME.
4. WETLANDS WERE DELINEATED BY F & R ASSOCIATES.
E~
Or
~~
a ~~~ ~~~
~~ ~, ~~~
~~~ ~~
~~-~~~.
~~~ o®
~~~-~
~~o ~~~
~~ ~~
~9 9d
J ~p
zoo0' 0 2000' 4000'
07-1750.
SCALE: 1"=2000' {Noriz.)

r,
'1"* /r [~ ,
n'~'~
WETLAND DELINEATION SURVEY
OF __-
PROJECT /(
PROJ. SVYR
04168-0004
Rll
~~
1
~
~~
C ~~1 r' l~
NEUSE RIPER BASIN DRAWN BY ;
FiEI.D eK.: NJR
-
200 MocKenon Court, Suite 200 COMP, FILE VWf01-0416$0004,OwC
,
Cary, North Corolino 27511 FOR SHEET // : 1 OF 1
Phone: [phone], Fax:. (919}233-8031 ~;~ OF RALEIQH
GATE:OCT08ER 05, 2007 SCALE: 1" 2000'
Internet Site: hftp: //www.mckimcreed.com
TOWN OF ZEBULON WAKE COUNTY NORTH CAROLINA DWG. j/ KEY MAP PHASE 1
CONTRACT 1
sr ~ PROJECT AREA
y
o i o~0 6UkN RO
N

CONTRACT 1 -~
NEW PUMP STATION
VICINITY MAP
(NOT TQ SCALE)
. i ~~vi v..i~v i~ i~L VL. /-111VILV vY l11CrCLIIVC

EXHIBIT ~A~
"TH1S CERTIFIES THAT THIS COPY OF THIS PLAT IDENTIFIES AS WATERS
OF THE U.S. OR WETLANDS ALL AREAS OF WATERS OF THE U.S. INCLUDING
WETLANDS, REGULATED PURSUANT TO SECTION 404 OF THE CLEAN WATER
ACT, AS DETERMINED BY THE UNDERSIGNED ON THIS DATE. UNLESS THERE IS
A CHANGE IN THE LAW OR OUR PUBLISHED REGULATIONS, THlS DETERMINATION
OF SECTION 404 JURISDICTION MAY BE RELIED UPON FOR A PERfOD NOT TO
EXCEED FIVE YEARS FROM THIS DATE. THIS DETERMINATION WAS MADE UTILIZING
THE 1987 CORPS OF ENGINEERS WETLAND DELINEATION MANUAL."
(NAME)__
(TITLE) __.
(DATE)___
(AID)__--
I, ROBIN L. LEE, PL5 L-3759, CERTIFY THAT THIS MAP WAS
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL FIELD SURVEY
MADE UNDER MY SUPERVISION; THIS MAP DOES NOT CONFORM
TO G.S. 47-30, AND 1S NOT INTENDED FOR RECORDATION.
DATES OF SURVEY WERE PERFORMED FROM DECEMBER 2006 TO
JANUARY 2007,
~.
E•

?6Q
CONTRACT 1 -'
NEW PUMP STATION
VICINITY MAP
NOT TO SCALE)
L-3759
_1__~-ia - o ~_
DATE _
ZONE 1 BUFFER IMPACT AREA
ZONE 2 BUFFER IMPACT AREA
11 +.00
R/ ROw ROw
PROPOSED 12° RECLAIMED WATERLINE
OLD U.S. HIGHWAY 264
STREAM ~A~
COORDINATE LIST
FLAG ~ NORTHING FASTING
Al 754962.5473 2214235.7470
A2 754918:4807 2214212.4637
A3 754872.2976 2214189.4817
A4 754$42.1041 2214182.0008
A5 754822.5030 2214179.0865
A6 754786.4445 2214196.0742
A7 754758.5768 2214196.5442
NQTES:
1. ALL' DISTANCES SHOWN ARE HORIZONTAL GROUND
MEASUREMENTS IN U.S. SURVEY FEET.
2. WETLANDS FLAGS AND OTHER ITEMS SHOWN WHERE FIELD
LOCATED BY McKIM & CREED. .
3. BOUNDARY INFORMATION WAS TAKEN FROM REFERENCED
SOURCES SHOWN ON THE SURVEY AND REPRESENT
APPROXIMATE LOCATIONS. McKIM & CREED HAS NOT
PERFORMED A COMPLETE BOUNDARY SURVEY AT THIS TIME.
4. WETLANDS WERE DELINEATED BY F & R ASSOCIATES.
C
O
.~
~~ ~~
Y~ <l ,
b"'
~~~..
O
~9~~ 0~
~~~ ~
SC ~NTRACT 2
CONTRACT 1
PROJECT AREA
._~CO 9Ulyry Rp
LEGEND
® 30' BUFFER ZONE 1
0 20' BUFFER ZONE 2
WF WETLAND FLAG
TCE TEMPORARY EASEMENT
PUE PERMANENT EASEMENT
40' 0 40' 80'
SCALE: 1 "=40' (Horiz.}
WETLAND DELINEATION SURVEY PROJECT ~ 04168-OD04
e~' "~ /~
'~
~
/
~
~' (+ ~ OF PROJ. SVYR RLL
~
~~~~
R
~
'
+
~' lv
•
vl
~"'r
~ N
Y
D NJR
l
L~i.l
~
/ NEUSE RIVER BASIN ~
:
~ ~ o
200 MacKenan Court, Suite 200 COMP. FILE VW101-0416801)04.DWG
Cary, North Corolino 27511 FOR SHEET # : 1 OF 1
Phone: {919)233-8091, Fax: [phone] CITY OF RALEIGH
DATE: OCTOBER 05, 2007 SCALE: 1" = 40'
Internet Site: http: //www,mckimcreed.com TOWN OF ZESULON WAKE COUNTY NORTH CAROLINA DWG. # STREAM A
~~o,~ o
S ~~'9
~6J O
~~
30' ZONE 1 BUFFER (TYP.)
20' ZONE 2 BUFFER {TYP.)

ZONE 1 BUFFER IMPACT AREA
~- ZONE 2 BUFFER IMPACT AREA
NEUSE RIVER BUFFER [MPACT
# STREAM ZONE 1 ZONE 2 STREAM IMPACT STREAM WIDTH
SQ FT SQ FT LF LF
1 A 1;035.82 665.56 N/A N/A

EXHIBIT ~B"
"THIS CERTIFIES THAT THIS COPY OF THIS PLAT IDENTIFIES AS WATERS
OF THE U,S. OR WETLANDS ALL AREAS OF WATERS OF THE U.S. INCLUDING
WETLANDS, REGULATED PURSUANT TO SECTION 404 OF THE CLEAN WATER
ACT, AS DETERMINEp BY THE UNDERSIGNED ON TH15 DATE. UNLESS THERE IS
A CHANGE IN THE LAW OR OUR PUBLISHED REGULATIONS, THIS DETERMINATION
OF SECTION 404 JURISDICTION MAY BE RELIED UPON FOR A PERIOD NOT TO
EXCEED FIVE YEARS FROM THIS DATE. THIS DETERMINATION WAS MADE UTILIZING
THE 1987 CORPS OF ENGINEERS WETLAND DELINEATION MANUAL."
(NAME)_______
(TITLE)--___-__
(D A rE) -------------------_
(AID)--------------------------------------
I, ROBIN L. LEE, PLS L-3759, CERTIFY THAT THIS MAP WAS
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL FIELD SURVEY
MADE UNDER MY SUPERVISION; THIS MAP DOES NOT CONFORM
TO G.S. 47-30, AND IS NOT INTENDED FOR RECORDATION.
DATES OF SURVEY WERE PERFORMED FROM DECEMBER 2006 TO
JANUARY 2007.
G' ~~
------------- /a ~i--- --..
ROBIN Lm,~I~a;3oPd~ L-3759 DATE
~ ~ ~~r®®
~~'a!~
~> ~ ~CSSAp~ "~'p~`~
4Q, .~ "~
4,,3759
~.
pp~ ~
49 4
~4
~~
~e
~~O.A86BZt40T®p4
ZONE 1 BUFFER IMPACT AREA. X Nk "
k' k
k k
ZONE 2 BUFFER IMPACT AREA k k
k k
k k k k
k k X
:E 32+C~0 TcE k k
'UE PVE PVE k PUI
k k
k k _
k k k k.
k k
-- aow ~/ W aow Row k k
k k k
k
x ~
k k k
EP
PROPOSED 12" RECLAIMED WATERLINE
EP
G'
~~o~~O
'A`~ ~~9
96, O
J ~p
CONTRACT 1
PROJECT AREA
/ 010 BUNK RD

CONTRACT 1 -'
NEW PUMP STATION
VICINITY MAP
N O7 TO SCALE)
/ k
k k
k k
X N
k k
k
k k
X k
k k
k k, k k
k k
k k N
k
x i
TCE -
PUE
k
k k ~
k N
k k
k k
x
k k
k
k k
k k
k k
k k k k
k ._~
E•

TCE
PUE
~~Ca` ~ }
V
AGE SX
~- ROw ROw R O~a./_cr..__-
EP
OLD U.S. HIGHWAY 264

STREAM "B~
COORDINATE LIST
FLAG # NORTHING FASTING
B1 755822.03 . 2212302.7054
B2 755797.3326 2212299.0627
B3 755786.1621 2212299,9409
B4 755793.7988 2212312.3832
B5 755756.0348 2212316.2223
86 755721.7253 2212309.2367
NE USE RIVER BU FFER IMPACT
~ STREAM ZONE 1 ZONE 2 STREAM IMPACT STREAM WIDTH
SQ FT SQ FT LF LF
2 B 2,268.08 1,460.27 20 42.50

1. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND
MEASUREMENTS IN U.S. SURVEY FEET.
2. WETLANDS FLAGS AND OTHER ITEMS SHOWN WHERE FIELD
LOCATED BY McKIM & CREED.
3. BOUNDARY INFORMATION WAS TAKEN FROM REFERENCED
SOURCES SHOWN ON .THE SURVEY AND REPRESENT
APPROXIMATE LOCATIONS. McKIM & CREED HAS NOT
PERFORMED A COMPLETE BOUNDARY SURVEY AT THIS TIME.
4. WETLANDS WERE DELINEATED BY F & R ASSOCIATES,
0~" ~ ~..~
U• I~ `~>
"~%. ~~ ~
~p`1r~i7~~ ~%
•~'~p ~~-
LEGEND
® 30' BUFFER ZONE 1
20' BUFFER ZONE 2
WF WETLANO FLAG
TCE TEMPORARY EASEMENT
PUE PERMANENT EASEMENT
40' 0 40' 80'
SCALE: 1 "=40' (Hariz.)
,~
/~'~rJ'tf"A /~' [+ ,
'll'1 r WETLANp DELINEATION SURVEY
OF PROJECT #
PROJ. SVYR 04168-0004
RLL
~1
~
~~
1/1~'"x~~`/l~r 1~
NEUSE RIVER BASIN DRAWN BY
FlELO BK. NJR
-
2D0 MocKenan Court, Suite 200 COMP. FILE VW101-041680004.DwG
Cary, North Carolino 27511 FOR SHEET ~ 1 OF 1
Phone: [phone], Fox: [phone] CITY OF RALEIGH
DATE: OCTOBER 05, 2007 SCALE: 1" 40'
Internet Site: http: //www,mckimcreed.corn TOWN OF Z~BULON WAKE GOUNTY NORTH CAROLINA DWG, // : STREAM B
30' ZONE t BUFFER (TYP.}
20' ZONE 2 BUFFER (TYP.}
ZONE 1 BUFFER IMPACT AREA
~- ZONE 2 BUFFER IMPACT AREA
k k
k k
k k
/`~ k X
k k
/Yk k
k

EXHIBIT ~C;D"
"THIS CERTIFIES THAT THIS COPY OF THIS PLAT IDENTIFIES AS WATERS
OF THE U.S. OR WETLANDS ALL AREAS OF WATERS OF THE U.S. INCLUDING
WETLANDS, REGULATED PURSUANT TO SECTION 404 OF THE CLEAN WATER
ACT, AS DETERMINED BY THE UNDERSIGNED ON THIS DATE, UNLESS WWERE IS
A CHANGE iN THE LAW OR OUR PUBLISHED REGULATIONS, THIS DETERMINATION
OF SECTION 404 JURISDICTION MAY BE RELIED UPON FOR A PERIOD NOT TO
EXCEED FIVE YEARS FROM THIS DATE. THIS DETERMINATION WAS MADE UTILIZING
THE 1987 CORPS QF ENGINEERS WETLAND DELINEATION MANUAL."
(NAME)
(TITLE) ------~------_-----
(DATE)-----------------
(AID)-
I, ROBIN L. LEE, PLS L-3759, CERTIFY THAT THIS MAP WAS
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL FIELD SURVE'
MADE UNDER MY SUPERVISION; THIS MAP DOES NOT CONFORM
TO .G. S. 47-30, AND 15 NOT INTENDED FOR RECORDATION.
DATES OF SURVEY WERE PERFORMED FROM DECEMBER 2006 TO
JANUARY 2007.
1~ /~ -O
ROBIN L. LEE, PL5 L-3759. DATE
ZONE 1 BUFFER IMPACT AREA
ZONE 2 BUFFER IMPACT AREA, :~
st+o0
R/W
E
R qW Row
PROPOSED 12" REC/LAIMED WATERLINE
/'~~f
q~,taa'aaeeieee
t~48"~~ ~~~®B a
~~ ~i~''E.B~2 p~ ~,~~'~
~.~~~.
~~~ m~
4
4
jy'
~~
YAK®~~,A®A ~,~004e
~dqP ~94,z Qx 6
2~
.~
G~
~' O
~0~~ ~
O
J Cpl
STREAM "D"
>::.
',D.,
TRACT .2
CONTRACT 1
PROJECT AREA
NEWTPUMP ~
STATION SITE
VICINITY MAP
NOT TO SCALE)
ZONE 1 BUFFER IMPACT AREA
ZONE 2 BUFFER IMPACT AREA
57+00
OLD U.S. HIGHWAY 264 '"'
~- Ro Row re w {
30' ZONE 1 BUFFER (TYP,)
20' ZONE 2 BUFFER (TYP.}~
STREAM "C"
STREAM nC,D~
COORDINATE LIST
FLAG # NORTHING FASTING
C1 756814.8099 2210729.4602
C2 756801.5368 2210711.3354
C3 756786.8968 2210688.9397
C4 756780.3369 2210671.7934
C5 756763.1427 2210644.1430
C6 756760.5888 2210625.4914
C7 756711.4746. 2210600.5079
C8 756694.1712 2210582.8988
C9 756685.6069 2210554.7691
C10 756676.3277 2210507.3726
C11 756658:4298 2210490.8902
C12 '756641.9482 2210489,9003
D1 757087.4040 2210263.0050
D2 757068.6036 221Q265.9791
D3 757048.2650 2210259.3052
D4 757Q19.6922 2210285.1595
D5 757017.8435 2210298.3361
1. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND
MEASUREMENTS .IN U. S. SURVEY FEET.
2. WETLANDS FLAGS AND OTHER ITEMS SHOWN WHERE FIELD
LOCATED BY McKIM & CREED.
3. BOUNDARY INFORMATION WAS TAKEN FROM REFERENCED
SOURCES SHOWN ON THE SURVEY AND REPRESENT
APPROXIMATE LOCATIONS. McKIM & CREED HAS NOT
PERFORMED A COMPLETE BOUNDARY SURVEY AT THIS TIME
4. WETLANDS WERE DELINEATED BY F 8c R ASSOCIATES.
~JCC[M~CREEI~
200 MocKenan Court, Suite 200
Cory, Norkh Carolino 27511
Phone: (919)233-$091, Fox: [phone]
Internet Sike; http: //www.mckimcreed.com
r
EP
ROw ROw~
¢ R/W
'`A'rr
STREAM ~C,Dn
COORDINATE LIST
FLAG # NORTHING FASTING
D6 756998.5274 2210311.9378
D7 756965;2741 2210313.9450
D8 756920.5875 2210347.0365
D9 756875.6578 2210373.2491
D10 756840.1986 2210352.6429
D11 757019.6922 2210357.9543
D12 756817.6492 2210379.5821
D13 756785.3674 2210436.1886
p14 756759.4799 2210463.7891
D15 756.732.9012 2210492.22$2
D16 756718.3354 2210483.3224
D17 756667.4407 2210485.3654
NEUSE RIV ER BUFFER IMPACT
# STREAM ZONE 1 ZONE 2 STREAM IMPACT STREAM WIDTH
SQ FT SQ FT LF LF
3 C 1463.29 411.83 20 5G, 00
4 D 3084.55. 577.89 N/A N/A
~~
o~ ~"~y j.,
~ 1 .fl~-s
'{~~'~• j v"' ~,
~~~~ ~~
~~~%
LEGEND
® 30' BUFFER ZONE 1
0 20' BUFFER ZONE 2
WF WETLAND FLAG
TCE TEMPORARY EASEMENT
PUE PERMANENT EASEMENT
1 DO' 0 100' 200'
SCALE: 1"=100' (Horiz.)
WETLAND DELINEATION SURVEY
OF
NEUSE RIVER BASIN
FOR
CITY OF RALEIGH
DATE: OCTOBER O5, 2007 SCALE: 1" = 100'
TOWN OF ZEBULON WAKE COUNTY NORTH CAROLINA
PROJECT N p411i$-0004
PROJ. SVYR : RLL
DRAWN 6Y : NJR
FIELD BK.
COMP. FILE VW101-041880004.OWG
SHEET ~ : 1 OF 1
DWG. ~ : STREAM C & 0

EXHIBIT ~E~
"THIS CERTIFIES THAT THIS COPY OF THIS. PLAT IDENTIFIES AS WATERS
OF THE U.S. OR WETLANDS ALL AREAS 'OF WATERS OF THE U.S. INCLUDING
WETLANDS, REGULATED PURSUANT TO SECTION 404 OF THE CLEAN WATER
ACT, AS DETERMINED BY THE UNDERSIGNED ON THIS DATE. UNLESS THERE iS
A CHANGE IN THE LAW OR OUR PUBLISHED REGULATIONS, THIS DETERMINATION
OF SECTION 404 JURISDICTION MAY BE RELIED UPON FOR A PERIOD NOT TO
EXCEED FIVE YEARS FROM THIS DATE. THIS DETERMINATION WAS MADE UTILIZING
THE 1987 CORPS OF ENGINEERS WETLAND DELINEATION MANUAL."
(NAME) -------------------
(TITLE) _~__----------
(DATE) ------------------
-----------------------
0
(AID)---~----- Cp '`~
I, ROBIN L. LEE, PLS L-3759, CERTIFY THAT THIS MAP WAS ~ab~aodeaa~ua®a° ~' Q'
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL FIELD SURVEY aot$,t~ (a°~v~®°° ~ ~
MADE UNDER MY SUPERVISION; THIS MAP DOES NOT CONFORM ,~ti'~ °`^M..~ ~°s,~ ~
TO G.S. 47-30>. AND IS NOT INTENDED FOR RECORDATION. ~m°`~,~ ~~E~~a3Ep~~'1~' p V
DATES OF SURVEY WERE PERFORMEp FROM DECEMBER 2006 TOE Q ~. ~ ~ ~
JANUARY 2007. ~ ~~- ~ ..
~+. -
m
R081N L. LEE, PLS L-3759 ~ ~''~~, '"`
a
s°°00°~~~nLe~4®~~ /-STREAM 'E,.

ROW ROW ROw~W
30' ZONE 1 BUFFER (TYP,}
zonlE 1 BUFFER IMPACT AREA
ZONE 2 BUFFER IMPACT AREA
ROw ----~,_- Row
R/W Row
EP
R/NP a~w ---
72+ 00
PROPOSED 12" RECLAIMED .WA
v- '~
,~ +
~,~ ~' ~ ~ +~ ~' 20' ZONE 2 BUFFER (TYP.)
~- ~ a^~ +
~ ~
+ ,~
-~ Eg ~: ~
~ ~
+ . .~ +
~' ~ ~ ~
+ ~
+ ~'
CS + '`
+ +
+ ~ .~ ~
~ * ,~ +
~ ~
.~ Y- t - Row r
~ ¢ Y-
~. '~-
73+Q~ LD U.S. HIGHWAY 264
~ ri
~ ~ w~
~!- ~ -!.
I f~' ~Ob, I ~+
.~. .
r• ~ ~' +
~. ~ ~ ~ ,~
z ~-
~. ~
+~ w '~~~-
~ ~ ~ ~
7'- x ,~ ~ ~ '~ +
~ N ~ X
STREAM "En
COORDINATE LIST
FLAG # NORTHING FASTING
E1 757537,0779 2208802.2779
E2 757505.4166 2208816.1934
E3 ' 757474, 7770 2208812.5617
E5 757381.76$6 2208823.5210
E6 757362.8885 2208825.2060
E7 757332.7497 2208818.5345

74+00
srrE
CONTRACT 1
PROJECT AREA
..OLD @UNM RO
~o~ ~ o a
~~ ti <o s~
E•
o CONTRACT 1 -J
NEW PUMP STATION
VICINITY MAP
(NOT TO SCALE)
EP
PUE Uw PUE Uw ~ PUE ow~W
ZONE 2 BUFFER IMPACT AREA
NEUSE RIVER B UFFER IMPACT
# STREAM ZONE 1 ZONE 2 STREAM IMPACT STREAM WIDTH
SQ FT SQ FT LF LF
5 E 1041.02 695.40 N/A NSA

1. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND
MEASUREMENTS IN U.S. SURVEY FEET,
2. WETLANDS FLAGS ANp OTHER ITEMS SHOWN WHERE FIELD
LOCATED BY McKIM & CREED.
3. BOUNDARY fNFORMATION WAS TAKEN FROM REFERENCED
SOURCES SHOWN ON THE SURVEY AND REPRESENT
APPROXIMATE LOCATIONS. McKIM & CREED HAS NOT
PERFORMED A COMPLETE BOUNDARY SURVEY AT THIS. TIME.
4. WETLANDS WERE DELINEATED BY F & R ASSOCIATES.
rV~QM~C~E~
200 MacKenon Court, Suite 200
Cary, North Carolina 27511
Phone: (919)233-$091, Fax: [phone]
Internet Site: http: //www.mckimcreed.com
~~cy
LEGEND
® 30' BUFFER ZONE 1
20' BUFFER ZONE 2
WF WETLAND FLAG
TCE TEMPORARY EASEMENT
PUE PERMANENT EASEMENT
ZONE 1 BUFFER IMPACT AREA
40' 0 40' 80'
SCALE: 1"=40' (Horiz.}
WETLAND DELINEATION 5URVEY PROJECT # : 04168--0004
OF PROJ. SVYR :. RLL
DRAWN BY ; NJR
NEUSE RNER BASIN FIELD eK, : - .
COMP.-FILE VW1p1-041680004.D1YF,
FOR SHEET N 1 OF 1
CITY OF RALEIGH
DATE: OCTOBER 05. 2007 SCALE: t" = 40'
TOWN OF ZEBULON WAKE COUNTY NORTH CAROLINA DWG. # STREAM E
r'',~
vr„1
OC, ~~~
.~ ~ ^
' 'l
s~~~~ ADO,
~.O~~O.

Eo\~ 1~pIT ~F~ 31TCETRACT 2
AROCT
"THIS CERTIFIES THAT THIS COPY OF THIS PLAT IDENTIFIES AS WATERS °R Sr ~ PROJECT AREA
OF THE U,S. OR WETLANDS ALL AREAS OF WATERS OF THE 'U.S. INCLUDING
WETLANDS, REGULATED PURSUANT TO SECTION 404 OF THE CLEAN WATER o °Lo
ACT, AS DETERMINED BY THE UNDERSIGNED ON THIS DATE, UNLESS THERE IS ~ e°"'"' a°
A CHANGE IN THE LAW OR OUR PUBLISHED REGULATIONS. THIS DETERMINATION yt
OF SECTION 404 JURISDECTION MAY BE RELIED UPON FOR A PERIOD NOT TO ~pO ti ~ °<Q r~sq
EXCEED FIVE YEARS FROM THIS DATE. THIS DETERMINATION WAS MADE UTILIZING ~ PyF, ~, ° cy LSN~vy.2
THE 1987 CORPS OF ENGINEERS WETLAND DELINEATION MANUAL." ° °PN o` ,yp~~~ s4
" 9 'PO
(NAME)------------- ~ ~ `~'
(TITLE)--------------------__-------------------- ~ $ CONTRACT 1
- NEW PUMP STATION
(DATE)---------------------------------------- ~cfl ~ VICINITY MAP
(AID)______________ ~ °' t (NOT TO SCALE)
I, ROBIN L. LEE, PLS L-3759, CERTIFY THAT THIS MAP WAS
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL FIELD SURVEY V Rt
MADE UNDER MY SUPERVISION; THIS MAP DOES NOT CONFORM ~ +
TO G.S. 47-30, ANp IS NOT INTENDED FOR RECORDATION. * * ,. *
DATES OF SURVEY WERE PERFORMED FROM Q~~~MBER 2D06 TO ** N .4 ***
JANUARY 2007. ~~~~ ~Ana~adye® ** * ~~ F * *+
/ IY}~- *
____ __ _ _ ~ ~~ __ tf ~w * F *
ROBIN L. LEE, PLS L-3759 y,~, D TE p + ~. ,. *+
L.~~ ~ * +* %* *
/yy~ + * * *
~,J _ + * + F * ++
aow sow ~~~® ~~~ tt~ * * + ow rw **+ sow aow eowR W
~W `a ~.. a®o ~ *
EP EP
)D 85+oD 86 OL.D U.S. HIGHWAY 264 D s$+oo a9+oa
P
+
x
PUF P E PUE P * + ~ ~D9P Pflr
-"'RaW_ ~'~f~ IL--~W ~R~~-Y
ZONE 2 BUFFER IMPACT AREA
ZONE 1 BUFFER IMPACT AREA
PROPOSED 12" RECLAIMED WATERLINE
STREAM ~F~
COORDfNATE LIST
FLAG ~ NORTHING FASTING
F1_ :757373.4040. 2207424.4560
F2 757287.1054 2207421.0174
F3 757235.2317 2207425,4274
F4 757198.2614 2207425.9856
F5 757147.5053 2207438.5924
F6 757107.5518 2207459.8031
F7 757045,5061 2207479.8576
F8 756991.3652 2207475.5010
F9 756962.5010. 2207459.7920
F10 756931.2956 2207450.5014

+ +
*
+
+ F' ~ * +
:a
+
+
+ *
*
*
ZONE 2 BUFFER IMPACT AREA
+
*
* *
~

+ *+
* +
* **
+
*
*
ZONE 1 BUFFER IMPACT AREA
~
* +
* *
*
+ *
'` * ~ *
+
+
** * *
w *

*
20' ZONE 2 BUFFER (TYP.}
,~*
* ~
N +
*
*
+ "
*
*
*,
* + *
*
F4 +
*+ *

*
*
*
*
30' ZONE 1 BUFFER (TYP.)

+ * *
*
/. *
+ +
*
7
F ~
+ +
y.
* *

* * +

* *
+
t

* *
*
*
*
+
+ *
+
* *
*
+
*
*
+
t
y~ * 7 * y.

*
+
*
*
*
* *
+ y
.,,
y,
*
*
*

TREAM "F"

+ x
*
x *
*
* ,-
*
~' *
'~'
* *
+
* t. +
*
* +
+
* ~

+ 7
*
* *
NE USE RIVER BU FFER IMPACT
# STREAM ZONE 1 ZONE. 2 STREAM IMPACT STREAM WIDTH
SO FT SQ FT Lt= LF
1 F 956.94 645.92 N/A N/q

1. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND
MEASUREMENTS 1N U. S, SURVEY FEET.
2. WETLANDS FLAGS AND OTHER ITEMS SHOWN WHERE FIELD
LOCATED BY McKIM & CREED.
3. BOUNDARY INFORMATION WAS TAKEN FROM REFERENCED
SOURCES SHOWN ON THE SURVEY AND REPRESENT
APPROXIMATE LOCATIONS. McKIM & CREED HAS NOT
PERFORMED A COMPLETE BOUNDARY SURVEY AT THIS TIME.
4. WETLANDS WERE DELINEATEb BY F & R ASSOCIATES.
0
Q~Q~ e
'Yi ~j /~!J;7
tl,~~ ..
LEGEND
® 30' BUFFER ZONE t
Q 20'' BUFFER ZONE 2
WF WETLAND FLAG
TCE TEMPORARY EASEMENT
PUE PERMANENT EASEMENT
60' a 60' ~ 20
SCALE: .1"=60' (Horiz.)
WETLAND DELINEATION SURVEY PROJECT /~ : 04168-0004.
/~ /~~~~"~"~E
~V~ l~ OF PROJ. SVYR
Y
D RLL
NJR
NEUSE RIVER BASON :
FIE D BK
200 MacKenan Court, Suite 200 COMP, FILE : VYY101-041680044.OWC
Cary, North Carolina 27511 FOR SHEET ~ : 1 OF i
Phone: [phone], Fax: (919}233-8031 (iITY OF RALEIGH
DATE: OCTOBER O5, 2007 SCALE: 1" 60'
Internet Site: http: //www.mckimcreed.com
TOWN OF ZEBUION WAKE COUNTY NORTH CAROLINA DWG. # : STREAM F

EXHIBIT ~G~ ~NTRACT 2
R°~roR CONTRACT 1
"THIS CERTIFIES. THAT THIS COPY OF THIS PLAT IDENTIFIES AS WATERS sr ~ PROJECT AREA
OF THE U.S:. OR WETLANDS ALL.AREAS OF WATERS OF THE U.S. INCLUDING
WETLANDS, REGULATED PURSUANT TO SECTION 404 OF THE CLEAN WATER ~, oiD e~NN Ro
ACT, AS DETERMINED BY THE UNDERSIGNED ON THIS DATE. UNLESS THERE IS ~ v
A CHANGE IN THE LAW OR OUR PUBLISHED REGULATIONS. THIS DETERMINATION s~ o y'r
OF SECTION 404 JURISDICTION MAY BE RELIED UPON FOR A PERIOD NOT TO boo ~ r oho asp
EXCEED FIVE YEARS FROM THIS DATE. THIS DETERMINATION WAS MADE UTILIZING ~ ~' ° GSti
PvE ~" cs' wy as
THE 1987 CORPS OF ENGINEERS WETLAND DELINEATION MANUAL." GAN a` s~e~ s
F, x ~ qo
NAME --_-__-- ^
) ------------------------=------- `cT
(TITLE)----------------------------------------- a NEW PUMP STATION
(DArE)_________ ~ VICINITY MAP
AID --------------------------------- am®aoaaa<a®a~ae~ ~ (NOT TO SGAi_E)
0
( )--__--------- ~ CAS
s
I, ROBIN L: LEE, PLS 1-3759, CERTIFY THAT TH15 MAP WAS .z~- ~ ~ °'~,
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL FIELD SURVEY ~ Q ~P ~,
MADE UNDER MY SUPERVISION; TWIS MAP DOES NOT CONFORM 4 5~~-~., ~ ~.
TO G, S. 47-30, AND IS NOT INTENDED FOR RECORDATION. : w '
DATES OF SURVEY WERE PERFORMED FROM DECEMBER 2006 TO '~ I"~~'J~ ~
JANUARY 2007. o ~ d~ ~
~° ~y~ S'UR~ `d" O ~
_____~_ "~ ,~`~0, ~ 1
ROBIN L. LEE, PLS L-3759 - DATE ~ .1?
C~
a ~
x x x + +
'~ x ~. ~, x
+ x + + + x
+ x'
x y. N
x x + + +
x x x
x +
+ + + x + +
+ +
+ x
~. x
+ + x x
+ +
+ x + + x x
+ x x ~ + ZONE 1 BUFFER IMPACT AREA
x +
+ + x
+ x x + x ZONE 2 BUFFER IMPACT AREA
ZONE 1 BUFFER IMPACT AREA + + .~ + x
ZONE 2 BUFFER IMPACT AREA x+ x x +
,~ SQw R W ROW ROW ROw R/W
x x + x
./. + +
x
ROw ROw ROY(}, w + ~'
R/W + +
x x
x
x +
EP
EP. OLD U.S, HIGHWAY 264
92+00 93+00 94+0 95+00 96
E
x + +. W
p~~k~----- cuk k aow~-~4v..~--~a,;ROw~;;RbM---
R/W + C4 + x
x x +
+ + x + xx 30' ZONE 1 BUFFER (TYP,)
+ + C x
+ +
PROPOSED 12" RECLAIMED WATERLINE * x x +
* + x 20' ZONE 2 BUFFER (TYP.)
x x
SpR x
* + Fq
x yi „ x
,~ + C.. +
x x
+ x C +
+ ~
+
+
x + x
x x
+ x
+ x x
+ ,~
x + x G1 + +
STREAM nGn
COORDINATE LIST
FLAG # NORTHING FASTING
G1 756993.2947 2206674.4971
G2 756976.3226_ 2206747.8609
G3 756948.9424. 2206814.5021
G4 756927.8261 2206869.8656
G5 756993.2947 2206674.4971
G6 756976,3226 2206747.8609
G7 76948.9424 2206814.5021
NEUSE RIVER BUFFER IMPACT
# STREAM ZONE 1 ZONE 2 STREAM .IMPACT STREAM WIDTH
SQ FT S4 FT LF LF
7 0 999.39 662.16 N/A N/A

F~ ~~
z ~
Y~
N~~~
~a®~~
~7 v~
~~
O
~' ~~~
LEGEND
® 30' BUFFER ZONE 1
~.~ 20' BUFFER ZONE 2
WF WETLAND FLAG
TCE TEMPORARY EASEMENT
PUE PERMANENT EASEMENT
1. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND
MEASUREMENTS IN U. S. SURVEY FEET.
2. WETLANDS FLAGS AND OTHER ITEMS SHOWN WHERE FIELD
LOCATED BY McKIM & CREED..
3. BOUNDARY INFORMATION WAS TAKEN FROM REFERENCED
SOURCES SHOWN ON THE SURVEY AND REPRESENT
APPROXIMATE LOCATIONS. McKIM & CREED HAS NOT
PERFORMED A COMPLETE BOUNDARY SURVEY AT THIS TIME.
4. WETLANDS WERE DELINEATED BY F & R ASSOCIATES.
~'r ~ ~' ~~ ~ ~~~~
200 MacKenon Court, Suite 200
Cary, North Carolina 27511
Phone: (919)233-$091, Fax: [phone]
Internet Site: http: //www.mckimcrsed.com
50' 0 50' 100'
SCALE: 1"=50' (Horiz,)
WETLAND DELINEATION SURVEY PROJECT # : 04168-0004
OF PROJ. SVYR RLL
DRAWN. 13Y NJR
NEUSE RNER BASIN MELD BK.: -
COMA, FILE : VN1i01-041680004.OwG
FOR SHEET ~' : i OF t
CITY OF RALEIGH
DATE:OCTOHER 05, 2007 SCALE: 1" = 50'
TOWN OF ZEBULON WAKE COUNTY NORTH GAROLENA DWG. # ; STREAM. G

EXHIEIT nH~ ~nO~NTRACT 2
PR°~rOR ST CONTRACT i
"THIS CERTIFIES THAT THIS COPY OF THIS PLAT IDENTIFIES AS WATERS b PROJECT AREA
OF THE U,S: OR WETLANDS ALL AREAS OF WATERS OF THE U.S. INCLUDING
WETLANDS; REGULATED PURSUANT TO SECTION 404 OF THE CLEAN WATER ° °~° SUNN
ACT, AS DETERMINED BY THE UNDERSIGNED ON THIS DATE. UNLESS THERE IS ~ o +zo
A CHANGE IN THE LAW OR OUR PUBLISHED REGULATIONS, THIS DETERMINATION ss $ 'fr
OF SECTION 404 JURISDICTION MAY BE RELIED UPQN FOR A PERIOD NOT TO a~°° y ~ °~Q ?sg
EXCEED. FIVE YEARS FROM THIS DATE. THIS DETERMINATION WAS MADE UTILIZING ~ P~ ~" ° cy osy`yr?s
THE 1987. CORPS OF ENGINEERS WETLAND DELINEATfON MANUAL." ~ °PN °~ ye~FS~ °
9 ~
(NAME)----...,-- `c^
_~.._~_-_..~~...-_~__...--__~_-.....~___ D
(TITLE)-----------------------------------_-__ _ CONTRACT 1
(DATE)_____________.________ ~ ~ VIGIN~'Y MAP STATION
(NOT TO SCALE)
(AID)--------___-------------------------------- ~~~~a~ aea3~oe8,~„~®~AO ~~~
I, ROBIN L. LEE, PLS L-3759, CERTIFY THAT THIS MAP. WA5 ,,~"~~~ ~`°`°'p`°~°~Yti~~~a~4® ~
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL FIELD SURVEI~° i~`' ~,Cti~~'~~~C-,~,. ~ ~, ~ ~'
MADE UNDER MY SUPERVISION; THIS MAP DOES NOT CONFORM w Q ~{'~ d CVO
TO G.S. 4730, AND IS NOT INTENDED FOR RECORDATION. ~~~~ ° ~ ~
DATES OF SURVEY WERE PERFORMED FROM DECEMBER 2006 TC~ ~„~~~
JANUARY 2007. m r~ ~ {"
IN L. LEE, PLS L-3759 ~ ~ pq~ r v ~ ,p ~e ~~®La~~`®e~®
ROW ROW ROW ROw R(
R/w
STRE
~ oo+ o o ,~ 101 + oo ,~ ,~
„~
~~
__ ne .u roc .,~-
_.,~ we
PUE ---'~-._' PUE ~---^'-' PUE
PROPOSED 12" RECLAIMED WATERLINE
STREAM ~H~
COORDINATE LIST
FLAG # NORTHING FASTING
H1 756703.0802 2206015.2297
H2 756718.5870 2206025.2195
H3 756754.4152 2206039:0328
H4 756794.639$ 2206060.7254
H5 756834.4752 2206073.1457
H6 756887.3310 2206086.6275
H7 756938,8590 2206104.4721
HS \ 4
~~y~ ~G\ ~
~ ~
Z,~ ~ A
~ \
G` ~
m
'h
PROPOSED RECLAIMED
WATERLINE .EASEMENT ~°~
PUE --""`~' PUE PUE j,
1. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND
MEASUREMENTS IN U. S. SURVEY FEET.
2. WETLANDS FLAGS AND OTHER ITEMS SHOWN WHERE FIELD
LOCATED BY McKIM & CREED.
3. BOUNDARY INFORMATION WAS TAKEN FROM REFERENCED
SOURCES SHOWN ON THE SURVEY AND REPRESENT
APPROXIMATE LOCATIONS. McKIM & CREED HAS NOT
PERFORMED A COMPLETE 80L1NDARY SURVEY AT THIS TIME.
4. WETLANDS WERE DELINEATED BY F & R ASSOCIATES.
200 MocKenon Court; Suite 200
Cary,. North Corolinp 27511
Phone: [phone], Fax: (919}233-8031
Internet Site: http: //www.mckimcPeed,com
ROW ROW ROW\
R/W
EXISTING SANITARY SEWER EASEMENT

\k
NEUSE RIVER BUFFER IMPACT
# STREAM ZONE 1 ZONE 2 STREAM IMPACT STREAM WIDTH
SQ FT SQ FT LF LF
8 H N A N /A N /A N /A

~~~,. J
U~
~,
~~ ~~
°~, ~
v z /
~~fi ~
~ e-'
~p~ O
~~~
~k
WETLAND DELINEATION SURVE
OF
NEUSE RIVER BASIN
FOR
LEQEND
® 30' SUFFER ZONE 1
~~' 20' BUFFER ZONE 2
WF WETLAND FLAG
TCE TEMPORARY EASEMENT
PUE PERMANENT EASEMENT
40' 0 40' 80'
SCALE: 1 "=40' (HOriz.)
Y PROJECT /~ : 04168-0004
PROJ. SVYR : RLL
DRAWN 8Y : NJR
FIELD BK, : -
COMP, FIDE VWIOI-04156000a,OwG
SHEET # : 1 OF. t
CITY OF RALEIGH
GATE: OCTOBER 05, 2002 SCALE: i" = 40'
TOWN OF ZEBULON WAKE COUNTY NORTH CAROLINA DWG. J{ : STREAf~t H

EXHIBIT ~I"
"THIS CERTIFIES THAT THIS COPY OF THIS PLAT IDENTIFIES AS WATERS
OF THE U.5. OR WETLANDS ALL AREAS OF WATERS OF THE U.S. INCLUDING
WETLANDS, REGULATED PURSUANT TO SECTION 404 OF THE CLEAN WATER
ACT, A5 DETERMINED BY THE UNDERSIGNED ON THIS DATE. UNLESS THERE IS
A CHANGE IN THE LAW OR OUR PU,SLISWED REGULATIONS, THIS DETERMINATION
OF SECTION 40.4 JURISDICTION MAY BE RELIED UPON FOR A PERIOD NOT.TO
EXCEED FIVE YEARS FROM THIS DATE. THIS DETERMINATION WA5 MADE UTILIZING
THE 1987 CORPS OF ENGENEERS WETLAND DEUNEAT(ON MANUAL."
(NAME)--_-_-__
(TITLE)_______~-
(DATE)_______--
(AID)----------
I, ROBIN L. LEE, PLS L-3759, CERTIFY THAT THIS MAP WA5 ~reeaaa®~ea,+~.
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL FIELD SURVEY •a°Agfj~ ~+®~®v®
MADE UNDER MY SUPERVISION; THIS MAP DOES NOT CONFORM W ~'~ ~ ~~ ~~a~
TO G.S. '47-30, AND IS NOT INTENDED FOR RECORDATION. o'` ~ ~ 0 0
PATES OF SURVEY WERE PERFORMED FROM DECEMBER 2006.T0,„ Q '~
JANUARY 2007. m ~~~
`~
~~~ m
__ ^ ____ _ --~--=- -__-___ _--~~ -~D _ D ~~ ~ ~
OBIN L. LEE, PLS L-3759 _ DATE `~d,~ S •
'~i-.. ®l~.r a ~''_'d~°
E~
SC ENTRACT
.CONTRACT 1
PROJECT AREA
'_DCD 9UNN RD
41
?sg
CONTRACT 1 J
NEW. PUMP STATION
VICINITY MAP
NOT TO SCALE)
z N.C GRID (NAD 83)
(CORS 96)
STREAM "I"
ROW
~~~ ~_
STREAM „I"
COORDINATE Lf ST
FLAG # NORTHING FASTING
1. 1 757997.0402 2205160.1800
I 2 757979.9638 2205192.1189
I 3 757963.0462 2205215.9266
14 757926.3716 ~ 2205236.4018
I 5 757906.9566 2205230:7029.
16 757882.2365 2205257.7804
1 7 75.7866,8200 2205285.5213
1 8 757823.7196 2205332.6312
1 9 757751,0079 2205353.3766
30' ZONE 1 BUFFER (TYP,)
20' ZONE 2 BUFFER (TYP.)
NEUSE RIVER .BUFFER IMPACT
# STREAM ZONE 1 ZONE 2 STREAM IMPACT STREAM WIDTH
SQ FT SQ FT LF LF
9 I N A 180, 46 N /A N /A
0
NOBS:. ~ m ~.
1, ALL DISTANCES SHOWN. ARE HORIZONTAL GROUND ~~ O
~
MEASUREMENTS IN U. S. SURVEY FEET.
o ~.y
2: WETLANDS FLAGS AND OTHER ITEMS SHOWN WHERE FIELD ~ N-+ ~J
LOCATED BY .McKIM & CREED. m c3~ ~.~t
3, BOUNDARY INFOI~MA.TION WAS TAKEN FROM REFERENCED
U ~
~ r„
50
RCES SHOWN ON THE SURVEY AND REPRESENT a ~_~ ~~
APPROXIMATE LOCATIONS. McKIM & CREED HAS NO7
PERF ~~
' `~. ~~~'~
ORMED A COMPLETE BOUNDARY SURVEY AT THIS TIME a
.
4. WETLANDS WERE DELINEATED BY F & R ASSOCIATES. ,~ ~~,,
~ _ ..
200 MocKenan Court, Suite 200
Cory, North Corolina 27511
Phone: (919}233-8091, Fox: [phone]
Internet Site: http: //www.mckimcreed.com
LEGEND
® 30' BUFFER ZONE 1
20' BUFFER ZONE 2
wr w>i`rI.ANO r~nG
'['CE TEMPORA1tY EASL•'MEN']' .
PUE PERMANENT GASL:ML:N'I'
5a' o so' 100'
SCALE: 1"=50' (Horiz.)
WETLAND DELINEATION SURVEY
OF
NEUSE RIVER 6ASIN
FOR
CITY OF RALEIGH
DATE; OCTOBER 05, 2007 SCALE: 1" = SO'
TOWN OF ZEBULON WAKE COUNTY NORTH CAROLINA
PROJECT # : 04168-OD04
PROJ. SVYR RLL
DRAWN 8Y : NJR
FIELD 8K.: -
COMP, FILE Vw101-041680004,pWG
SHEET # : 1 OF 1 '
DWG, // STREAM I

. EXHIBIT "J" ~~T~ACT 2
pROCroa sr CONTRACT 1
"THIS CERTIFIES THAT THIS COPY OF THIS PLAT IDENTIFIES AS WATERS b PROJECT AREA
OF THE U.S. OR WETLANDS ALL AREAS OF WATERS OF THE U.S. INCLUDING
WETLANDS, REGULATED PURSUANT TO SECTION 404 OF THE CLEAN WATER °, °~o evrvN fto
ACT, AS DETERMINED BY THE UNDERSIGNED ON THIS DATE. UNLE5S THERE IS ~ ~ ~
A CHANGE IN THE LAW OR OUR PUBLISHED REGULATIONS, THIS DETERMINATION ~ ~~ $ `Fr
OF SECTION 404 JURISDICTION MAY BE RELIED UPON FOR A PERIOD NOT TO ~~°° 2 ~ °~o ~sv
EXCEED FIVE YEARS FROM THIS DATE, THIS DETERMINATION WA5 MADE UTILIZING ~ ~ ~ p.`~' '• o cq bSy~r2
THE 1987 CORPS OF ENGINEERS WETLAND DELINEATION MANUAL." O~ Q GPI, °~ '~a~F 64
< F
f,• N y Rp
(NAME)----__-----_...---------------------------- ~ 2 ~ `~
(TITLE)------------..._-------....-__ z
-------------- ~ ~ ~ NE PUMP 3TAT{ON
(DAT£)___________...._ ~U~ ~ VICINITY MAP
----_--------------------- -J z
(NOT TO SCA>_E)
(AID)--------
I, ROBIN L, LEE, PL5 L-3759, CERTIFY THAT THIS MAP 4VA5 ~,~r~*~~~ ~d~a°
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL FIELD SURVEY ~ ~ +~~5~/.~ a~a4°,
MADE UNDER MY SUPERVISION; THIS MAP DOE5 NOT CONFORM rw ~ Q~,O O,~
TO G.S. 47-30, AND IS NOT INTENDED FOR RECORDATION, ~
DATES OF SURVEY WERE PERFORMED FROM DECEMBER 2006 TO ;~ ~~ ~ ~
JANUARY 2007. a •
~ ~~~~ ~ m
~ ~
__L-____,___ ,ial~
OBf L. L E, PLS L-3759 -_--- DATE A°ar°~,IR~¢~4~s~ °
STREAM "J"
k
ZONE 1 BUFFER IMPACT AREA
ZONE 2 BUFFER IMPACT AREA
--~-"~ PUE ~nc~"~".-.
PUE
PROPOSED 12" RECLAIMED WATERLINE
STREAM nJn
CC)ORDINATE LIST
FLAG ~ NORTHING FASTING
J1 757993.8653 2204706.8388
J2 757981,6985 2204683.4500
J3 757914:3541 2204674.1687
J4 757864.3795 2204639.8586
J5 757836.3771 2204626.8767
J6 757804.3450 2204590.4812
J7 757803.3634 2204565.6777.
k
k
k
k
k
k
k
k
k
k
k
k
k
k
k
k
k
k
k
k
k
k
k
k
,t. - r
k
k
k
k
k
k
k
k
k
k
k
k
k
k
k
k
k
k
k
3D' ZONE 1 BUFFER (TYP.)
20' ZONE 2 BUFFER (TYP.)
J/ k k
k
k
k
k
k
k
k
k
k
k
x
k
k
k
k ~, ZONE 1 BUFFER IMPACT AREA
k
k ZONE 2 BUFFER IMPACT AREA
k ~ 00
k 12~
k
'ICE .'~' pUE
k
puE
k pU--.
` ICE
'~' ..~. ,..- tCE ~~"
k
k ~ ~'
k ~~
k
k PROPOSED RECLAIMED WATERLINE EASEMENT
k
~ ~~~
k
k
k
k
k
k
k
k
k EXISITING SANITARY SEWER EASEMENT
k
NEUSE RIV ER BUFFER IIMPAC T
STREAM ZONE 1 ZONE 2 STREAM
IMPACT STREAM
WIDTH
SQ FT SQ FT LF LF
J 1,925.39 1037.67 20,00 17.00
~~
m
~~
O ~ ~
~
~
~~
zg b~.
~.
~~
,;, .
~' °_ Li~~
~-
t ~~~
r
LEGEND
® 30' BUFFER ZONE 1
20' BUFFER ZONE 2
WF WETLAND FLAG
TCE TEMPORARY EASEMENT
PUE PERMANENT EASEMENT
~~~
1. ALL DISTANCES SHOWN. ARE HORIZONTAL GROUND
MEASUREMENTS IN V.S. SURVEY FEET,
2. WETLANDS FLAGS AND OTHEF2 ITEMS SHOWN WHERE FIELD
LOCATED BY McKIM & CREED.
3. BOUNDARY INFORMATION WAS TAKEN FROM REFERENCED
SOURCES SHOWN ON.TME SURVEY AND REPRESENT
APPROXIMATE LOCATIONS. McKIM & CREED HAS NOT
PERFORMED A COMPLETE BOUNDARY SURVEY AT THIS TIME.
4, WETLANDS WERE DELINEATED BY F & R ASSOCIATES.
~~
200 MocKenan Court, Suite 200
Cary, North Carolina 27511
Phone: [phone], Fox: [phone]
Internet Site: http: //www.mckimcreed.oom
40' 0 .40' 80
SCALE: 1"=40' (Horiz.)
WETLAND DELINEATION SURVEY PROJECT # : 04168-0004
OF PROJ. SVYR RLL
DRAWN BY NJR
INFUSE RIVER BASIN FIELD BK.: --
COME'. FILE VW101-041680004.OWG
FOR SHEET # 1 OF 1
CITY OF RALEIGH
GATE: OCT013ER 05, 2007 SCALE: 1'" 40'
TOWN OF ZEBULON WAKE COUNTY NORTH CAROLINA DWG. ~/ : STREAM J