18060_Cooper Bussmann_Receptor_Survey

Page 1 of 3
Rev. 06/05/02
General Instructions
1.)
2.)
3.)
Site:Former Cooper Bussman Manufacturing Facility
Address:210 Dixie TrailCity:GoldsboroCounty:Wayne
Section 1 - Property Characteristics
Section 2 - Surrounding Properties
X North
X South
X East
X West
Section 3 - Potential Receptors - include depth to top, construction material and diameter of the utilities, if available
Distance Direction Depth
X Is a basement or subsurface foundation within 1000 ft of the
Property boundary?
N Yes 5/26/2016
X
Is a school or daycare center within 1000 ft of the Property
boundary?
N Yes 5/26/2016
0
0
79
No schools or daycares were located within 1,000 ft of the subject property (see maps in Appendix B).
The owner of the property at which Mrs Lisas Day
Care is shown on the map does not operate a business from her property and has no business
signage on the property.
7.73
3.5
0
0
17.39
0
0
79
7.73
3.5
0
0
Applicable to Site (DENR Use Only)
Provide Information for the
following potential receptors Y/N Field Verified
% of property that is open land (concrete/asphalt/gravel)
% of property that is grass area
% of property that is agricultural crops
% of property that is barren
Complete and attach map as appropriate
Residential; Office & Institutional
Residential
General Industry
Residential; General Business
Residential; Office & Institutional
Residential
BROWNFIELDS AREA RECONNAISSANCE AND RECEPTOR SURVEY GUIDANCE FORM
Provide Information for the following potential receptors Current Usage Proposed Usage
This form was created to clarify and simplify preparing a receptor survey for a brownfields site. The form was designed to minimize unnecessary delays in processing brownfields applications. This is a guidance document only and Potential Developers may complete and submit their own receptor survey, if they desire.
Complete "Property Characteristics" Section and all portions of other sections where an "X" has been placed in the far left column under “Applicable to Site,” as determined by the DEQ Brownfields Project Manager on a site specific basis.
The search-radius distances to potential receptors from the Property boundary will be determined by the DEQ Brownfields Project Manager on a site by
site basis.Search-radius distances are measured from the site Property Boundary unless otherwise indicated by the DEQ Brownfield’s Project Manager.
% of property that is scrub/shrub
Size of Property (acres)
% of property that is wooded
General Industry
Residential; General Business
% of property that is used for commercial or industrial usage including paved areas
Proposed UsageApplicable to Site (DENR Use Only)
Surrounding Properties
Zoning/Land Use Current Usage
17.39
A map showing "Growth Strategy Areas" has been extracted from the Wayne County Comprehensive Plan. This map, together with a map showing
current land use designations, is attached in Appendix A.
Not applicable (water table is very shallow in the
immediate area).
Date Verified
Page 2 of 3
Rev. 06/05/02
Distance Direction Depth
X
Is a sanitary sewer within 1000 ft of the Property boundary?
Y Yes 5/26/2016
X
Is a septic system/leach field within 1000 ft of the Property
boundary?
N Yes 5/26/2016
X
Is a water line main within 1000 ft of Property boundary?Y Yes 5/26/2016
X
Is a natural gas line main within 1000 ft of the Property
boundary?
Y No 6/13/2016
X
Is a buried telephone/cable main
within 1000 ft of the Property
boundary?Y Yes 5/26/2016
X
Is a buried electrical cable main within 1000 ft of Property
boundary?N Yes 5/26/2016
Section 4 - Local Water Supply
Public:City of Goldsboro Private:
Potable Water Supplier Name:
Potable Water Supply Source:
Distance:Approximately 1 mile Direction:
Potable Water Source Intake:
Distance:Approximately 3 miles Direction:
Section 5 - Water Supply Wells
Distance Direction Depth
X
Is a public water supply well
within 1 mile of the Property boundary?N No 6/13/2016
X
Is a private water supply well
within 1/2 mile of the Property
boundary?Y Yes 5/26/2016
X
Is an irrigation supply well within 1/2 mile of the Property
boundary?Unknown No 6/23/2016
X
Is a monitoring well (MW) within 1500 ft of the Property
boundary?N No 6/10/2016
Site photographs of potential receptors are included in Appendix E.
Sewer lines are available in all areas within 1,000 feet of property (see water and sewer map, Appendix C).
Applicable to Site (DENR Use Only)
Provide Information for the
following potential receptors Y/N Field Verified Date Verified
Section 3 - Potential Receptors, continued
Complete and attach map as appropriate
Y/N
Water mains are present on the western side of the property, parallel with S John Street, and on the
northern side of the property, parallel with Dixie Trail (see attached water and sewer map, Appendix
C).The survey drawing for the site shows an existing
gas valve in the road kerb at the entrance to the site
from Dixie Trail, near the intersection of Dixie Trail
and Shamrock Avenue (Appendix C). Piedmont Natural Gas confirmed that natural gas is supplied to
the building at this location, and that natural gas is supplied to adjacent and adjoining properties
(telephone call to Piedmont Natural Gas, 06/13/2016).
Underground cable utility boxes and markers are
present along the northern and western side of the property (see survey drawing in Appendix C).
Electricity is delivered to the site via overhead power lines on the northern side of the property,
near the intersection of Dixie Trail and Shamrock
Avenue (Appendix C)
West
The Goldsboro Water Treatment Plant
North-northwest
Neuse River
No private water supply wells on the site
City of Goldsboro
Site photographs of potential receptors are included in Appendix E.
Sewer pressurized mains are present on the western side of the property, parallel with S John Street, and
on the northern side of the property, parallel with
Dixie Trail (see the attached water and sewer map,
Appendix C).
Field Verified
Two water supply wells were identified on adjoining
residential properties to the north, across Dixie Trail (211 and 213 Dixie Trail), and at 1807 and 1809 Ball
Street approximately 600 ft to the west of the
property.
The NCDEQ does not have any monitoring wells
within 1500 ft of the property in their database (see Groundwater Management Branch Map Interface,
Appendix D). Monitoring wells were not observed at A&K Grocery and Gas station approximately 150
ft northwest of the property boundary.
Date Verified Complete and attach map as appropriate
See the Source Water Assessment Program Report
(SWAP) and Public Water Supply Water Sources
map, Appendix D.
No irrigation wells were reported within one-half
mile of the property. According to the Goldsboro
Parks & Recreation Department, the Goldsboro Municipal Golf Course to the north of the site does
not use irrigation supply wells.
Applicable to Site (DENR Use Only)Provide Information for the following potential receptors
Page 3 of 3
Rev. 06/05/02
Section 6 - Water Bodies on Property
X
Is water body naturally
developed or man made?
X
List the uses of the water body
X What is the source of the water for the water body
X
What is the nature of the bottom of the water body (e.g., rocky or
concrete bottom, drainage ways
or impoundments)
X Are there any wetlands present on the property?
Site photographs of stormwater drainage ditches on the property are included in Appendix E.
Section 7 - Surface Water Body
Distance Direction Depth
X Are there surface waters located
within 1000 ft of the Property
boundary?
Y Goldsboro
Municipal Golf Course
Recreation
features (golf water hazards)
Approximately 790 ft and 990 ft North Unknown
Additional water bodies, if needed
Section 8 - Additional Requests/ Observations

Applicable to Site (DENR Use Only)Provide Information for the following potential receptors Comments
Applicable to Site (DENR Use Only)
Provide Information for the following potential receptors Comments
Applicable to Site (DENR Use Only)
Provide Information for the
following potential receptors Y/N Name Type Complete and attach map as appropriate
Stormwater drainage ditch.
Stormwater.
No.
Primarily grassy drainage ways.
There are no permanent water bodies on the property. Stormwater drainage ditches are present on the
property and along the boundaries of the property. Shallow, standing water was observed in isolated
areas in these ditches on the eastern side and central part of the property.

Appendix A
Wayne County Comprehensive Plan Adopted March 18, 2008
Re-adopted August 4, 2009
Growth Strategy Map 36
l,l'111i,,,., Cuw1!y On,10,ih S1r,11!.igy I»;,}) ......... __ ..., ____ _
~Jt":t:.~~~CI'~!.!:"'~"'~ ~;c.~...:.·~~ s.-==.:=:::-.-::==::t:.;::...."'::.-..~'
:.1:::s~;;~i:;.~:gr.·
:.::'(',~.'!\?;" ... ~~.,~~'.,~~~ .. :".,"~=-:::::.::.=.=-..;:.:..·:.-.:::&:.·::-. :.~.";"'.::.:.,--•.• ::;::~=:~-::.."::-~"-:,---.,:-,,-... -. ..... , ........ _,_
..... -.,.-... ., ........................... _.,..,,,,
~=:,'::;:~._~~.:.."';" .. ':';".. ;.';;!,';!7;~~::':" C."'-:::.:-... ":':'::'.::..'1"" -11-,-... --.
~-,, .. ,._,.. ........................... .,.. ................. .
=~::?!~':i~::.E::=.-~l:?. -1, ....... -.......... ___ .. ,-~ ... -5~~::;l~.;;...:=-:!' ._ ....... ~_ ..................... ,,, ..... _ ... ..,
Laoend . .._ ............ --
•
Sources: Esri, HERE, DeLorme, Intermap, increment P Corp., GEBCO, USGS, FAO, NPS, NRCAN,GeoBase, IGN, Kadaster NL, Ordnance Survey, Esri Japan, METI, Esri China (Hong Kong),swisstopo, MapmyIndia, © OpenStreetMap contributors, and the GIS User Community
R-16
Ouue ;Jr:ul Dlxle~TroJI Olx1e.,Ttlll
1-2 1-2

Appendix B
Map data ©2016 Google 200 ft
Showing results 1 - 1
Mrs Lisas Day Care
Day Care Center · Glenhaven Ln
Day Care near 210 Dixie Trail, Goldsboro
Map data ©2016 Google 1000 ft
Showing results 1 - 3
Pathway Christian Academy
Private School · S George St
Open until 5:00 PM
Carver Heights Elementary School
Elementary School · Bunche Dr
Dillard Middle School
4.0 (7)
Middle School · Devereaux St
Schools in Goldsboro, NC

Appendix C
1000 Ft Buffer
1000 Ft Buffer
1000 Ft Buffer 210 Dixie Trl
Legend
"Îi Water Sampling Stations
!44 Water Service Connections
G!.Water Hydrants
'Gate
Water Mains
Water Lateral Lines
³Ú Sanitary Sewer Pumps
$1 Sewer Clean Outs
!!2 Sewer Manholes
!A Sewer Taps
!R Sewer Fittings
Sewer Lateral Lines
Sewer Pressurized Mains
Our Agency
Storm Culverts
Storm Casings
<all other values>
CITY OF GOLDSBOROWATER AND SEWER1000 FT BUFFER210 DIXIE TRL
±
Designed and Printed By:
James Boyette
City of Goldsboro
Engineering Department
Print Date: 5/20/2016
0 150 300 45075FeetProperty Boundry
PRESENTED
FOR REGISTRATION
DATE------------
TIME
LOIS J. MOORING
REGISTER OF DEEDS
WAYNE COUNTY, N.C.
BY-------------
DEPUTY, ASSISTANT
LEGEND
I.R.S. IRON ROD SET
I.P.F. IRON PIPE FOUND
C.M.F. CONCRETE MONUMENT FOUND
RATIO OF PRECISION = MINIMUM 1/10,000
NO HORIZONTAL CONTROL WITHIN 2,000 FEET
AREA COMPUTED BY D.M.D. METHOD
19·50'47" W
30.90'
S 54·00'05"
THE STATE OF NORTH CAROLINA
COUNTY OF WAYNE
I, REVIEW OFFICER OF WAYNE COUNTY,
CERTIFY THAT THE MAP OR PLAT TO WHICH THIS CERTIFICATION
IS AFFIXED MEETS ALL STATUTORY REQUIREMENTS FOR RECORDING.
REVIEW OFFICER
1924
AREA ROAD RIGHT-OF-WAY
17, 159 SQ. FT. OR 0.394 ACRE±
EXISTING DITCH
:¢:
EXISTING ,I)
FLAG POLE___/'"
EXISTING SIGN
\_EXISTING LIGHT
IJl.l,L EXISTING CONCRETE FLUME
,,
\ \ ,, ,,
\\ ,,
\\
"X" MARK BOLT HYDRANT EXISTING PA'IEIIENT
ELEVATION = 72.96
EXISTING PAVEMENT
EX\ST\NG CONCRETE WALK
EXISllNG
-CLEAN OUT
PROPERTY ZONED 1-2
(CITY OF GOLDSBORO)
NOTE FLOOD HAZARD
THE PROPERTY IS LOCATED WITHIN A 100 YEAR FLOOD
HAZARD AREA. FOR FLOOD HAZARD DATA REFER TO
FIRM FLOOD INSURANCE RATE MAP NORTH CAROLINA
MAP NUMBER 3720258800J EFFECTIVE DATE DECEMBER
2, 2005.
EXISTING 15~ CONCRETE PIPE
EXISTING CONCRETE FLUME
EXISTING CONCRETE WALK
EXISTING CONCRETE PAD
EXISTING
MONITORING 'NELL
EXISTING METAL
HANDICAP RAL-IP
FINISHED FLOOR ELEVATION = 74.89
EXISTING CONCRETE PAD
EXISTING HVAC UNIT
EXISTING STOOP
EXISTING CONCRETE PAO
EXISTING DROP INLET~ EXISTING PAVEMENT EXISllNG CONCRETE FLUME
I
LOCATION MAP
\\ \\ \\ \\ \\ \\ \\ \ \ '\
\\ \ \ \\ \\ \\ " \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \ \\
50
EXISTING PA'IEIIENT EXISTING CONCRETIE
WHEEL STOP
EXISTING HANDICAP ~GN
\\ \
\ \\ \\ \\
\ \\ \\
EXISTING PAVEMENT ~EXISTING DROP INLET ,,
\r--EXISTING 18" CONCRETE PIPE
\"~ ~
~\
EXISTING PAVEMENT
f---EXISTING CONCRETIE
WHEEL STOP
SURVEY FOR
COUNTY OF WAYNE
CITY OF GOLDSBORO
GOLDSBORO TOWNSHIP
WAYNE COUNTY, N.C.
JANUARY 12, 2015
REFERENCE:
DEED BOOK 1813 PAGE 482
AREA
7.746 ACRES±
0 25 50
SCALE: 1"
100
50'
IT~
I
I
I
f
I
I
I
I
I
I
200
EXISTING BUILDING
EXISTING TRANSFORMER
INSIDE 4' CHAIN UNK FENCE
FINISHED FLOOR ELEVATION = 74.83
EXISTING STOOP
EXISTING CONCRETE
EXISTING TRANSFORMER
EXISTING WATER VAULT
..,,.,,_----EXISTING WATER METER
EXISTING BOLLARD
EXISTING MONITORING WELL
EXISTING 5' CHAIN LINK FENCE
EXISllNG CONCRETE
EXISTING;
MONITORING
WEUL
I
I I I
EXISTING CONCRETE PAO
EXISTING CONCRETE PAO
EXISTING HVAC UNIT
EXISTING STOOP
EXISTING CONCRETE PAD
I/ ;'ff
I 8f l
UJ1
/ ,' § Dfto A-1,if/tt{· Mc,i
Book o'°E:fl r fl Tftu1r
1 .Jao;: /icE:
I, BOBBY REX KORNEGAY, CERTIFY THAT THIS MAP WAS DRAWN 56?
UNDER MY SUPERVISION BY TERRY S. BEASLEY FROM AN
ACTUAL SURVEY MADE UNDER MY SUPERVISION AND THAT THE
BOUNDARIES ARE AS INDICATED IN THE LEGEND. THAT THE
LAND IS OF THE FOLLOWING RECORDED INFORMATION: DEED
BOOK 1813 PAGE 482. THAT THE RATIO OF PRECISION IS AS
INDICATED IN THE LEGEND. THAT THIS MAP WAS PREPARED IN
ACCORDANCE WITH G.S. 47-30 AS AMENDED, WITNESS MY HAND
AND SEAL THIS 12TH DAY OF JANUARY, 2015. -...._
BOBBY REX KORNEGAY
PROFESSIONAL LAND SURVEYOR NO. L-944
300 EAST WALNUT STREET
GOLDSBORO, NORTH CAROLINA 27530
TELEPHONE NO. 919-735-5886
LICENSE NUMBER F-1054
'-. ....._ ....._
'-. '-. ....._
'-. '-. 'f,
I, BOBBY REX KORNEGAY, CERTIFY THAT THIS PLAT
IS OF A SURVEY OF AN EXISTING PARCEL OR
PARCELS OF LAND.
EXISTING SIGN
I
36.02'
i C)
I !z! ...
'-. "-'-. "-"-
I I en
I I
lL
\ I
ii
li
I I
I I I
a I
I
I
I I
I I
I I
I I I I
I
s~-
I
I
PAGE 168 I
-=---------!:== I
I
I
I
I
[x I
EXISTING BOLLARD
I
I
I
I
I
I
I
I
I
I
'-.
I
I
I
I
I
(J1 I j
00 "! I
"-
-[
I
I
I
I
I
I
I
I
I
~
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I :r: " I .... i5
\ " z ;= en x '"
I
EXISTING
CONCRETE
FLU~E
~----=========
I
I
)
EXISTING
CONCRETE
FLUME
0
I
I
I
I
I
I
I
I
I
I
L
0

Appendix D

Source Water Assessment Program Report
for
GOLDSBORO, CITY OF
Community Water System

Introduction: What is a Source Water Assessment?
The North Carolina Division of Water Resources, Public Water Supply (PWS) Section is
responsible for implementing the Source Water Assessment Program (SWAP) and completing assessments for all public drinking water supplies in the state. The 1996 amendments to the Safe
Drinking Water Act provided federal support and required states to conduct assessments of all
public water systems. A source water assessment is a qualitative evaluation of the potential of a
drinking water source to become contaminated by the identified potential contaminant sources
(PCS) within the delineated area. In North Carolina there are more than 10,000 public water supply sources that were assessed by the state. The PWS Section has gathered information for
each water supply and developed a process for completing the assessments. This process is
summarized in the next few pages and detailed in Section 6 of this report.
This report provides a summary of the results for the Source Water Assessment for your
drinking water source(s).

What is the Source of Your Drinking Water?
Everyone wants clean, safe drinking water and we assume this natural resource will always be
available to us. However, surface water sources can be threatened by many potential contaminant sources, including permitted wastewater discharges, urban storm water runoff, or other types of
non-point source contamination such as runoff produced by agricultural activities and land
clearing for development. Your drinking water source(s) is listed in Table 1. Protecting your
drinking water from becoming contaminated is a wise investment in public health and your community's future.
PWS ID: 04-96-010 2 July 16, 2015
Table 1. Public Water Supply System Information
System Name GOLDSBORO, CITY OF
City GOLDSBORO
PWS ID 04-96-010
Source Name NEUSE RIVER

In addition to the sources listed in Table 1 above, this water supply system (GOLDSBORO,
CITY OF) has interconnections to allow for the purchase of water from the following water
system(s) or "Seller" system(s):
 FORK TOWNSHIP
 WAYNE WATER DISTRICT A
 WAYNE WATER DISTRICT C
 WAYNE WATER DISTRICTS
 WAYNE WATER DISTRICTS
 WAYNE WATER DISTRICTS
 WAYNE WATER DISTRICTS
 WAYNE WATER DISTRICTS
 WAYNE WATER DISTRICTS
 FORK TOWNSHIP SANITARY DI
Please refer to the Source Water Assessment Program Report for the "Seller" system(s) to review
the assessment results for the purchased water supply sources that provide drinking water for this
water system (GOLDSBORO, CITY OF).
Assessment Report Contents
This assessment report includes the following sections:
Section 1: Assessment Area Delineation
Section 2: Potential Contaminant Source Inventory and Map
Section 3: What is a Susceptibility Rating?
Section 4: Reviewing Your SWAP Results
Section 5: List of Maps, Tables, and Figures for Your Surface Water Source(s)
Section 6: North Carolina's SWAP Approach
PWS ID: 04-96-010 3 July 16, 2015
Section 1: Assessment Area Delineation
The area delineated for your surface water source(s) for this assessment is the water supply
watershed. A watershed is a geographic area of land draining to either a stream or lake. Local
ordinances dictate the type of development that can take place in some sections of the water
supply watershed. In general, the watershed of your surface water source(s) is the area through which contaminants, if released to the environment, can be reasonably expected to move across the land surface following the path of overland flow or shallow subsurface flow and into the
surface water body (stream or lake).
Section 2: Potential Contaminant Source Inventory and Map
The potential contaminant source inventory map shows the delineated area for your surface water source(s). This is the area where potential contaminant sources, if released to the environment, could reasonably be expected to be a risk or a potential for contamination of your
drinking water supply. A PCS in this assessment report is a facility or site regulated under a state
or federal regulatory program. These facilities are identified in electronic databases that contain
location information for each facility. Only databases that include statewide information were used for this source water assessment. Included in this report are:
1) A table of any PCS identified within the delineated assessment area; and
2) A map of the delineated assessment area showing PCSs, roads, jurisdictional
boundaries and other pertinent information.
It is important to note that the PCSs identified in this report are only potential sources of contamination to your drinking water source. Environmental contamination is not likely to occur if harmful contaminants are managed properly.
Section 3: What is a Susceptibility Rating?
In North Carolina the susceptibility of any drinking water source is based on two components,
a contaminant rating and an inherent vulnerability rating. Your surface water source(s) was assigned a qualitative susceptibility rating of higher, moderate or lower based on the results of the contaminant rating and inherent vulnerability rating process as described in the following
paragraphs.
Susceptibility Rating
The final susceptibility rating for your surface water source(s) is determined by combining the contaminant rating and the inherent vulnerability rating. More detailed information on the
susceptibility rating process can be found in Section 6 of this report.
Contaminant Rating
The contaminant rating for your surface water source(s) was determined based on the number
and location of PCSs within the delineated area. Each PCS identified within the delineated area
PWS ID: 04-96-010 4 July 16, 2015
was assigned a risk rating of higher, moderate or lower. If a PCS is a facility regulated in an existing environmental program, it will receive a risk rating of higher. The number of PCSs that
occur within the delineated area was determined and a contaminant rating of higher, moderate or
lower was assigned to your surface water source(s).
Inherent Vulnerability Rating
The inherent vulnerability rating of your surface water source(s) refers to the geologic
characteristics or existing conditions of the surface water source(s) and the delineated assessment area (watershed). These characteristics include water supply watershed classification, surface water source location and the watershed characteristics rating. The watershed classification is
based on the size of the watershed, development activities, and allowable waste treatment and
disposal practices. The surface water sources are located in streams, large multi-purpose
impoundments or small water supply impoundments. The raw water quality rating assessed turbidity and total coliform values over twelve months. The watershed characteristics rating is an assessment of the likelihood that contaminants will follow the path of overland flow or shallow
subsurface flow to a surface water source. An inherent vulnerability rating of higher, moderate or
lower was assigned to your surface water source(s).
PWS ID: 04-96-010 5 July 16, 2015
Table 2. SWAP Results Summary
Source Name
Inherent
Vulnerability
Rating
Contaminant
Rating
Susceptibility
Rating
NEUSE RIVER Higher Moderate Higher

It is important to understand that a susceptibility rating of higher does not
imply poor water quality. Susceptibility is an indication of a water supply's
potential to become contaminated by the identified PCSs within the
assessment area.

Table 3. Surface Water Source - Information
Source Name Watershed
Classification Source Location
NEUSE RIVER WS-IV Direct Stream

Section 4: Reviewing Your SWAP Results
Please review the information on your surface water source(s) provided in this report. If you
believe any of this information is incorrect, please contact the Public Water Supply Section by e-
mail at the following address: [e-mail]. Or you may submit comments to us at:
SWAP Public Water Supply Section
1634 Mail Service Center
Raleigh, NC 27699-1634
Or you may contact the Source Water Assessment staff by phone at 919-707-9098.
PWS ID: 04-96-010 6 July 16, 2015
Section 5: Maps, Tables and Figures for Your Surface Water Source(s)
Maps, tables and figures specific to your surface water source(s) are included in this report in the
following pages and are listed below.
Map 1. Location Map
Map 2. Delineated Area and PCS Map

Table 4. Potential Contaminant Source Attributes
Table 5. Inherent Vulnerability Rating
Table 6. Watershed Characteristics Rating Calculation

Figure 1. Land Use / Land Cover Categories
Figure 2. Watershed Characteristics Rating
Figure 3. Average Annual Precipitation Rating
Figure 4. Land Surface Slope Rating
Figure 5. Land Use Rating
Figure 6. Land Cover Rating
Figure 7. Ground Water Contribution Rating

PWS ID: 04-96-010 7 July 16, 2015 "WAKEWAKE
JOHNSTONJOHNSTON
HARNETTHARNETT
LEELEE
NASHNASH
FRANKLINFRANKLIN
ORANGEORANGE
WAYNEWAYNE
DURHAMDURHAM
CHATHAMCHATHAM
GRANVILLEGRANVILLE
PERSONPERSON
VANCEVANCE
WARRENWARREN
SAMPSONSAMPSON
WILSONWILSON
CUMBERLANDCUMBERLANDMOOREMOORE
CASWELLCASWELL
DUPLINDUPLINHOKEHOKE
HALIFAXHALIFAX
Raleigh
Durham
Cary
Sanford
Chapel Hill
Garner
Dunn
Apex
Smithfield
Morrisville
Henderson
Oxford
Erwin
Goldsboro
ClaytonHolly Springs
Carrboro
Selma
Wake Forest
Fuquay-Varina
Lillington
Pittsboro
Hillsborough
Angier
Zebulon
Benson
Wendell
Coats
Louisburg
Roxboro
Newton Grove
Mount Olive
Knightdale
Creedmoor
Spring Lake Falcon
Kenly
Stem
Broadway
Momeyer
Bailey
Spring Hope
Rolesville
Bunn
Pine Level
Franklinton
Castalia
Middlesex
Four Oaks
Lucama
Linden
Princeton
Micro
Youngsville
Godwin
Kittrell
Middleburg
Sims
Centerville
Warrenton
PikevilleI-40U S -1 I-85US-158
I-9 5
NC -2 7
U S -1 3
US-64
N C -49
US-15US-421NC-86US-501NC-96NC-58NC-581NC-50N C -5 6 1
U S -4 0 1
NC -4 2
NC-210
NC-55
US-70
US-701NC-39NC-57NC-157NC-98
N C -5 4
NC-43
NC-56
U S -3 0 1NC-751NC-
2
4
2NC-87NC-97
US-117N
C-2
22NC-
5
4
NC-50I-95US-158
NC-58NC-27 NC-581US-421NC-210N C -4 2I-40US-15US-70
NC -42
N
C
-5
5
U S -6 4
I-40NC
-9
6
NC-210NC-21 0 NC-39US-301U S -3 0 1NC-39N
C-
8
6
N
C-87
US-13NC-39
NC-56
I-85
US-401US-158
NC-98
U S -401US-401US-301
NC-581
NC-50 NC-58I-40 US-1I-85US-70I-85NC-96I-40 US-401US-70
NC-50US-401NC-39U S -6 4
US-64
N
C-9
6
NC-581NC-42US-401US-70NC-86US-501NC -42 NC-96NC-50NC-55I-9 5
US-70
NC-98
NEUSE RIVER
MAP 1. LOCATION MAP ©
Roads
Rivers and Streams
Major Hydrology
Municipal Boundaries
County Boundaries
Watershed Zones
Critical Area (NA for WS-I)
Protected Area Boundary (WS-IV, V only)
Stream Zone
Watershed Boundary
04812Miles
GOLDSBORO, CITY OF, PWS ID: 0496010, NEUSE RIVER

PWS ID: 04-96-010 8 July 16, 2015
***
**
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
***
***
*
*
*
*
*
*
*
*
*
*
*
*
**
*
*
**
**
*
*
**
*
*
*
*
*
*
*
*
*
*
*
*
**
**
*
*
*
*
*
*
*
**
*
*
*
*
**
*
*
*
*
*
6
6
6
6
6
6
6
66
6
6
6
6
6
6
6
6
66
6
6
6
6
66
6
6
6
6
6
6
6
6
6
6 6
66
6
6
6
6 6
6
6
6
6
6
666
6
6
6
666
6
66
6
6 6
6
6
6
6
6
6
6 6
6
6
6
6
6
6
66
6
6
66
6
6
6
6
6
6
6
6
6 6
6
6
66
6
6
66
6
6
6
6 6
6
66
6
6
6
6
6
6
66
6
6
6
6
6
6
6
6
6
6
6
6
66
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6 6
6
6
6
6
6
6
6
6 6
6
66
6
6 6 6
6
6
6
6
6 6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
66
6
6
6
6 6
6
6
6
6
6
6
66
6
6
6
6
6
6
6
6 6
6
6
6
6
6
6
6
66
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6 6
6
6
6
6
6
6
66
6
6
6 6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6 6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6 6
6
6
6
66
6
66
6
6
6
6
6
6
66
6
6
6
6
6
6
6
6
666
6
6
6
6
66
6
66
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6 6
6
6
6
6
66 6
6
6
6
6
6
6
6
6
66
6
6
6
6
6
6
6
6
6
6
66
6
6
6
6
6
6
6
6
6
66
6
66
6
6 6
66 6
6
6
6 6
6
6
6 6
6
6
6
66
66
6
6
6
6
6
6
6
6
6
6
6 6
6
6
6
6 6
6
6
6
6
6
6
6
6 66
6
6
6
6
6
6
6 6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
666
6
66
6
66
6
6
66
6
6 6
66 6
66
6
6
6
6 6
6
6
66
66
6
6 6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
66
6
6
6
6
6
6
6
6
6
6
666
6
6
6
6
66
6
6
6
6
6
6
66
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
66
6
6
6
6
6
6
6
6 6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6 6
6
6
6 6
6
6 66
6
6
6
6
6
6
6
6
6
66
6
6
6
6 6
6
6
6
6
6
6
66
6
6
6
6
6
6
66
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
66
6
6
6 6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
66
6
6
6
6
6
6
66
6
6
6
6
6
6
6
66
6
6
6
6
6
6
6
6
6
6
6
6
6 6
6
6
6
6
6
6
6
6
6
6
6
6
66
6 6
666
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6 6
6 6
6
6
6
6
6
6
6
6
6
6
6
6
6 6
6
6
6
6
6
6
66
6
6
66
6
6
6
6
6
6
6 6
6
6
6
6
6
6
6
6
6
6
6
66 6 6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
66
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
666
6
6
6 6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
66
6 6
6
6 6
6
6
6
6
6
6
6
66
6
6
6
6
6
6
6
666
6
6
6
66
6
6
6
6
6
6
6
6
6
6
6
6
6
66
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
66
6
6
6
6
6
6
6
6
6
6 6
6
6
6
6
6
6
6
6 6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
66
6
66
6
6
6
6
6
6
6
6
6
666
6
6
6
6
6
6
6 6
6
6
6
)
)
)
)
))
)
)
)
)
)
)
))
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
))
)
)
)
)
)
)
)
)
)
)
))
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
))
F
F
F
F
F
F
F
F
)
)
)
)
)
)
))
)
)
)
))
)
)
)
)
)
)
)
))))
)
)
)
)
F
F
F
FF
F
F
F F
F
F
F
F
F
F
F
F
FF
F
F
F
F
F
F
FF
FF
F F
F
F
F
F
F
)
)
))
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
))
)
)
)
)
)
)
)
)
)
)
)
)
))
)
)
)
)
))
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
))
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
))
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
))
)
)
)
)
)
)
)
)
))
)
)
))
)
))
))
)
)
)
))))
)
)
)
)
))
)
)
)
))
)
)
)
)
)
))
)
)
)
)
)
)
)
)
)
)
))
)
)
)
)
)
)
)
)
)
)
)
)))))))))
)
)
)
)
)
)
))
)
)
)
)))
)
)
)
)
))))
)
)
)
)
)
)
))
)
)
)
))
)
)
)
)
)
)
)))
)
)
)))
)
)
)
)
))
)
)
)
)
)
)
)
)
)
)
)
))
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
))
)
)
)
)
)
)
)
)
))
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
))
))
)
)
)
)
)
)
)
)
)
)
))
)
)
)
)
)
)
)
)
)
)
)
)))
)
)
))
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)))
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
))
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
<<<<<<<<<<<<<<<<<<<
<
<<<
<
<
<<<<<
<<
<<
<
<
<
<
<<
<
<<<<<<<<<<<<
<
<<<<
<<<<<
<<<<<<<<<<
<<<<<
<
<<<<<<<<<<<<
<<<<<<<<
<<
<
<<<
<<<<<
<<<<
<<<<<<
<<<<
<<<
<<<<<<<<<<<
<<
<
<
<<
<<
<<<<<<<
<<<<<
<<<<<<<<<<<<
<<<
<<<<<<<<<<<<<
<
<<<<<<<
<<<<<
<<<
<<
<
<<
<<
<<
<<<<<<<<
<<<<
<
<
<<
<
<<<<<<
<<<<<<<
<
<<<<<<<<<
<<<
<<<<<
<<<<<<<<<<<<<<<<<
<
<
))
)
)
)
)
<
<
<
<
<
<
<
<
<
<<
<
<
<
<
<
<
<
<
<
<
<
<
<
<
<
<
<<
<
<
<
<
<
<
<
<
<
<
<<<<<
<<
<<
<<<<<<<
<<<<<<<<<<<
<
<<<<<
<<<<<<<<<<<<<
<<<
<<<<<<<<<<
<<<<<<<<<<<<<<<
<<<<<<<
<<<<<<<
<<<
<
<
<<<<<<<<<
<
<
<
<<<<<<<<
<<<
<<<
<<<<<
<<<<<<<
<
<<<
<<<<<
<<<<<
<
<
<
<
<
<
<<<
<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<
<<<<
<<
<<<
<<
<
<
<
<<<<<<<
<<<
<<
<<<<<
<
<<<<<<<<<<<<<<<<
<
<<<<<<<
<<
<
<<<
<
<<<
<<<<
<<<<<<
<
<<<<<<
<
<<
<<<<<
<<<<<
<
<<
<
<<<<<<<<<<<<<<
<
<
<<<<<<<<<<<<<<<<<<
<<<<
<<<
<
<<<<<<<<<<<<<<<<<<<<<<<<<<
<<<<
<
<<<<
<
<
<<<
<<<
<<<<
<<
<<<<<<<<<<<<<<<
<<
<
<
<
<<<<<<<<<<
<<<<<<<<<<<
<<<<<<<<<
<
<
<<<<<<<<
<<
<
<<<<<<<<
<
<<<<<
<
<<<<<
<<<
<<<<<<
<<<
<
<<<<<<<
<<<<<<<<<<
<<<<<
<
<
<
<
<<<<<<<<<
<<<<<<<<<<<<<<<<<
<
<
<
<
<<
<
<<
<<<<<<<<<<<<
<
<<<
<<
<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<
<<<<<<<<<
<<<<<<<
<
<
<
<
<<<<<<<
<
<
<<<<<<<<<<<<<<<<<<<<<<<
<<
<
<
<<<<<<<<<
<
<<
<
<
<
<
<
<<
<
<
<<<
<<<<<<<<<<<
<<
<
<
<<
<
<
<
<
<<
<
<
<<
<
<
<<
<<
<
<<<<<<<<<<<<<<<<<<<<<<<<<<<<<
<
<<<<<<<<<<
<<<<<<<<<<<<<<<
<<<<
<<<<<<<<<<<<
<<
<
<
<
<
<<<<<<<<<<<<<<<<<<<<<<<
<<<<<<
<
<
<
<
<
<<
<
<
<<<<<
<
<
<
<
<
<<
<
<
<
<
<
<<<<<
<<<<<<
<<<
<<<<<<<<<<<<<
<
<<<<
<<
<<<
<
<<<<<
<<<<<<<<
<<
<<<
<<
<
<
<<<<
<<<<<<<<<<<<<<<<
<
<
<
<
<<
<<<<<<<<<<
<
<
<
<<<
<
<
<
<
<
<
<
<
<
<<
<
<<
<<
<
<
<
<
<<<<<
<
<
<<<<<<
<<
<
<<
<
<
<<
<
<<<<<
<<<<<
<
<<<<
<
<<<
<<<<<<<
<
<
<
<
<
<
<
<
<
<<<
<
<
<
<
<
<<
<
<
<
<
<<<<
<<<
<<<<<<<<
<<<<<<<<
<
<<
<
<
<
<<
<
<<<<
<
<<<<
<<<<<
<<<<<<<<<<<<
<
<
<
<
<<
<<<<
<<
<
<
<
<<<<<<<<
<
<<<<<<<
<
<
<
<<<
<
<
<
<
<<<<
<
<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<
<
<
<
<<<<<<<<
<
<<
<
<
<
<
<<
<
<
<<<<<<
<
<
<
<
<
<
<
<
<<<<<<<<<
<
<
<<
<<
<
<
<
<
<
<
<
<
<
<<<<<<<<<<<<<<<<<<
<<<<
<<<<<<<<<<<
<
<
<
<
<
<
<
<
<
<<
<<
<
<
<<
<<<<
<
<<<<
<<<<<<
<
<
<<<
<
<
<
<<
<
<
<
<
<
<
<<<
<
<
<
<
<<<<<<
<<
<<
<<<<
<
<
<<<<<<<<<<<<<<<<<<<<<<<<
<
<<<<<<<<
<
<<<
<
<<
<
<<<<<
<<
<
<
<
<<<<<<<
<<<<<
<
<
<
<
<<
<
<
<
<
<<<<<<<<<<
<
<<
<<
<
<
<<
<
<
<<<<<<<<
<
<
<
<<<
<<<<<<
<<<<<<<
<<<<<<
<<
<<<<<<<<
<<<
<<
<<<
<
<
<
<<<
<
<
<
<
<
<<<<<
<
<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<
<<<<<<<
<<<<<<<<<<<<
<
<
<<<
<<<<<<<<<<<<<
<<
<
<
<<
<<<<<
<<<<<<
<
<
<
<
<
<
<
<<<<<<<<
<
<<<<<<<<<<<<<<<<<<
<
<
<
<
<
<
<<
<
<<<
<<<<<
<<<<<<<<<<<<<<<<<<<<<<<<
<
<
<
<
<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<
<
<<
<
<<
<
<
<
<
<
<<<<<<<<<<<<<<<<<<<<<<
<<
<
<
<
<<
<<<<<<<<<
<<<<<<<<<<<<<<<<
<<<<<<<<<<<<<<<<
<
<<<<<<<<<<<<<<<<<<<<<<<<<<
<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<
<
<
<
<
<<<<
<<<<<<<<<<<<<
<<<<
<<<<<<<
<<<<<<<<<<<<
<
<<
<
<
<
<
<
<
<<<<
<
<<<<<<<
<<
<
<<<
<
<<<<<<
<<<<<<<<<
<
<
<<
<
<
<
<<<<<<<<<<
<<
<
<<<<
<
<<
<<<<<<<<<<
<
<<<<<<<<<<<<<<
<<<<<<<<
<<
<<<<<<<<<<<<<<
<<<
<
<<<<<
<<
<<<
<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<
<
<
<<
<
<<<
<
<
<
<
<
<
<
<
<
<<
<
<<<
<<<<<<<
<
<
<
<
<
<
<
______
_____
_
_
___
_______
____
__
___
_
__
__
_________________
______________________________________________________________________________________________________________
_________________________________________________________________________________________________________________________________________________________________
_____
_
_
_
_
_
_
<
77777
777 777 7 7777777777777777777777777777777777777777777777777777777777777777777777777777777777777777777777777777777777777777 7
77 77777777777777777777777777777777 7777777 77777777777777777777777777777777777777777777777777777777777
77777777777777777777777777777777777777777777777777777777777777777777777777777777777777777777777777777777777777777777777777777777777777777777777777777777777777777777777777777777777777
7
777777777777
77
777777777777777
7 7 7777777777777777777777777
77777 7777777
7 777 7
77777 77777777777777777777777777777777777777777 777777777777777777777777777777777777777777777777777777777777777777777777777777777777777777777777777777
[
[
[
[
[
[
[
[
[
[
[
(
((
(
(
(
(
(
(
(
(
(
(
(
(
(
(
((
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
((
(
(
(
(
(
(
(
(
(
(
(
(
(
(
((
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
((
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(((
(
(
(
(
((
(
(
(
(
(
(
(
(
(
(
(
((
((
(
(
(
(
((
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
((
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
((
(
(
(
(
(
(
(
((
(
(
(
((
(
(
(
(
(
(
(
(
((
((((
(
(
(
(
(
(
(
(
(
(((
(
(
(
(
(
((
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
((
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
((
((
(
((
(
(
(
((
((((
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
((
(
(
(
(
(
(
(
(
(
(
(
((
(
(
(
(
(
(
(
(
(
(
(
(
(
((
(
(
(
(
(
((
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
((
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
((
(
(
(
(
(
(
(
(
(
(
(
(
(
((
(
(
((
(
(
(
(
(
(
(
(
(
(
(
(
(
((
(
(
(
(
(
(
(
(((((((((((((((
(
(
(
(
(
(
(
(
(
(
((
(
(
(
((
(
(
(
(((
(
(
(
(
(
((
((
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(((
(
(
(
(
(
(
(
(
(
((
(
((
(
(
(
((
(
(
(
(
(
(
(
(
(((
(
(
(
(
(
((
(
(
(
(
((
(
(
(
(
(
(
(
(
(
(
(
(
(
((
(((
(
(
(
(
(
(
(
(
(
(
(
(
((
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
((
(
(
(
((
((
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
((
(
(
(
(
(
(
(
(
(
(
((
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
((
(
((
(
(
(
(
(
(
((
(
(
(
(
(
(
(
(
(
(
(
(
(
((
(
(
(
(
(
(
(
(
(
(
(
(
(
(
((
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
((
(
(
(
(
(
((
(
(
((
(
(
(
(
(
(
(
((
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
((
(
((
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
((
(
(
(
(
(
(((
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(((
(
(
(
(
(
(
(
(
((
(
(
(
(
((
(
(
(
(
(
(
((
(
(
(
((
(
(
(
(
(
(
(
(
(
((
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
((
(
(
(
(
((
(
(
(
(
(
(
(
(
(
((
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
((
(
(
(
(
(
(
(
(
(
(
(
(
(
(
((
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(((
(
(
(
(
(
(
(
((
(
(
(
(
((
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
((
(
(
((
(
(
(
(
(
(
(
(
(
(
(
(
((
((
(
(
(
((
(
(
(
(
(
(
(
(
(
(
(
((
(
(
(
(
(
(
(
(
(
(
(
(
(
(
((
(
(
(
(
(
(
(
(
(
(
((
((
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
((
(
(
(
(
(
(
(
(((
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
((
(
(
(
(
((
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
((
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
((
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
((
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
((
(
((
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
((
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(((
(
(
(
(
(
(
(
(
(
(
((
((
(
(
(
(
(
(
(
(
(
(
(
(
((
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
((
(
(
(
((
(
(
(
(
(
(
((
(
(
(
(
(
(
(
(
(
(
(
(((
(
(
(
(
(
(
((
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
((
(
(
(
(
(
(
(
((
(
(
(
(
(
(
(
(
((
(
(
(
(
(
(
(
(
((
(
(
(
(
(
(
(
(
(
(
(
(
((
(
(
(
(
(
(
(
((
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(((
(
(((
(
(
(
(
(
(
(
(
(
(
(
((((
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
((
(
((
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(((
(
(
(
(
(
(
(
(
(
((
(
(
(
(
(
(
(
(
(
(
(
(
(
((
(
(
(
(
(
(
(
(
(
(
(
((
(
(
(
(
((
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
((
(
(
(
(
((
(((
(
(
(
(
(
(
(
(
(
(
(
(
(
((
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
((
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
((
(
(
(
(
(
(
(
(
(
(
(
((
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
((
(
(
(
((
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
((
(
((
((
((
(
(
(
(
(
(
(
(
(((
(
(((
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
((
(
(
(
(
((
(
(
(
(
(
(
(
(
(
((
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
((
(
(
(
(
(
(
(
(
(
(
(
(
(
((
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
((
(
(
(
((
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
((
(
(
(
(
(
(
(
(
(
(
(
(
(
((
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(((
(
(
(
(
(
(
(
((
(
(
((
(
(
(
(
((
(
(
(
(
(
(
(
(
(
(
(
(
((
(
((
(
((
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
((
(
(
(
(
(
(
(
(
(
((
(((
(
(
(
(
(
((
(
(
(
(
(
(
(
(
(
(
((
(
(
(
(
(
(
(
(
((
(((
(
(
(
((
(
(
(((
(
(
(((((
(
(
(
(
(
(
(
(
(
(
(
(
((
(
(
(
(
(
(
(
(
(
(
(
((
((
(
(
(
(
((((
(
((
(((((
((
(
(
(
(((
(
(
(
(
(
(
(
(
(
(
(((
(
(
((
(
(
(
(
((
(
(
(
(
(
(
((
((
((((
(((((
(((
(
(
(((
(
(
(
(
(
(
(
((
(((
((
(
(
(
((
(
(
(
(((
(
(
(
(
(
(
(
(
(
(
(
(
((
(
(
(
(
(
(
(((((
(
(((((
(
(
((
(
(
(
(
(
(
(
(
(
(
(
(((
(
((
((
(
((
((
(
((
(
(((
(
(
(
(((
(
(((
(
((
(
((
(
(
(
(
(
((
(
(
(
((
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
((
(
((
(
(
(
(
(
(
(
(
((
(
(
(((((((((
(
(
(
(
(
(
(
(
((
(
(
((
(((((
(
(
(
(
(
((((
(
(
((
(
(
(
(
(
(
(
(
(
(
(
((
(
(
(
(
(
(((
(((((
(
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
+
+
+
++
++
+
+
+
++
+
++
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
++
+
++
+
(
(
(
(
(
(
(
,
,
,
,
+
6
6
6
6
6
6 6
,
,
,
,
,
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
66
6
6
6
6
6
6
6
666
6
6
6
6
6
6
6
6
6
6
6
66
6
6
6
i
i
i
i
i
i
i
i
i
i
i
i
i
i
i
i
i
i
i
i
i
i
i
i
i
i
i
i
i i
i
i
i
i
i
i
i
i
i
i
66666
h
h
h
h
hh
h
h
h
h
hh
h
h
h
h
h
h
h
h
h
h
h
h
h
h
hhh
h
hh
h
h
h
h
h
h
hh
h h
h
h
h
h
h
h
h
h
h
hh
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h h
h
hhh
h
h
h h
h
h
h
h
h
h
h
h
h
h
hh
h
h
h
h
hh
h
h
h
hhh
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h h
h
h
hh
h
h
h
h
hh
h
h
h
h
hh
h
h hhh
h
h
h
hh
h
h
h
h
h
h
h
h
h h h
h
h
h
h
h
h
h
h
h
h
h
h h
h
h
h
hh
hh
h
h
h
h
h
h
h
h
hh
h
hh
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h h
h
h
h
h
h
hh
h
h
h h
h
h
h
h
hh
h
h
h
h
h
h
h
h
h
h
hh
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
hh h
h
h
h
h
h
h
h
h
h
h
h h
h
h
h
h
hh
h
h
hh
h
h
hh
h
h
h
h
h
h
h
hh
hh h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h h
hh
hh
h
h
h h h
h
h
h
h
h
h
hh
h
h
h
h
hh
hh h
h h h
h
h
h
h
h
hh
h
h
h
h
h
h h
h
h
h
h
h
h
hhh
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
hh
h
h
h
h
h
h
h
h
h
h
h
hh
h
h
h
h
hh
h
h
h
h
h
h
h
h
hh
h
h
h
h
h
h
h
hh h
hh
h
h h
hhh
h
h
h
h
h
h
h
h
h
h
h
h
h
h
hh
h
h
h
h
hhh
h
h
h
h
h
h
h
h h
hh
hh
h
h
h
h
h
h
h
h
h
h
h
h
hh
h
h
hh
hh
h
h h
h
hh
h
h
h
h h h
h
h
h
h
hh
h
hhh
h
h
h
hh
h
h
h
h
h h
h h
h
h
h
h
hh
h
h
h
h
h
h
h
h
h
h
h
h
h
hh
h
h h h
h
h
h
h
h
hhh
h
h
hhh
h h hh
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
hh
h
h
h
h
h
h
h
h
h
h
hhh
h
h
hh
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h hh
h
h
hh
h
h
h
h
h
h
h
h
h
hhhh
hh
hh
h
h
hhh
h
h
h
hhhh
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
hh
h
h
h
hh
h
h
h
h
h
h h
h
hh
h
h
h
h
h h
h
h h
h
hh
h
h
h h
h
h
h
h
hh h
h
h
hhh
h
h
h
h
h
h
h
h
h
h h
h
h
h
h
hh
h
h
h
h
h
hh
h
h
h
h hh
h
h
h
h
h
h
h
h
h
h
h h
h
h hh
h
h
h hhhh
h
hh
h
h h
h
h
h
h
h
h h
hh
h
h
h
h
h
hh
h
h
h
h
h
h
h
h
h
h
hh
h
h
h
h
h
h
h
h h
h
h
h
h
h
h
h
h h
h
h
h
h
h h
h
h
h
h
h
h h
h
h
h
h
h
h
h
h
h
h
h
hh
hh
h
h
h
h
h
h
h h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h h
h hh
h
h
h
h
h
h hh
h
h
h
h
h h
h
h
h
h
h
h
h
h
h
h
h
h
hh
h
h
h
h
h
h
h
h
h h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h h
h
h
h
h
hhh
h
h
h
h
h
h
h
h
h
h
h
h
h
h h
h
h h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h h
h
hh
h
h
h
h
h
h
h
h
h
hh
h
h
h
hh
h
h
h
hh
h
h
h
h
h
h
h
h h
h
h
h
h
h
h
h
h
h
h
h h
h
h h
h
h
h
h
h
h h
h
h
h
hh
h
h
h
h
h
h
hh
h
h
h
h
h
h
h h
h
h
hh
h
h h
h
h
h
h
h
hh
h
h
h
h
h
h
h
h
h
h
hh
h
h
h
h
h
hh
h
h
h
h
h
h
h
h
h
hh h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h h
hh
h h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h h
h
hh
h
h
h
h
h
h
h
hh
h
h
h
h
h
h
h
hh
h
hh
hhh
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
hh
h
h
h
h
h
h
h
h
h
h
h
h
h
h
hh
h
h
hhh
h
h
hh
h
h
h
hh
h
h
hh
h
h
h
h
h h
h
hh
h
hh
h
h
h
h
h
h
h
h
h
h
h h
h
h
hhh
h
h
h
h
h
hh
h
h
h h
h
h
h
h
h
h
h
h
h
h
hh
h
h
h
h
h
h
h
h
h
h
h h
h
h hh
h
h
h
hh
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h h
h
h
h
h
h
h
hh
h
h
hh
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
hh
h
h
h
h
h
h
h
h
h
h
h
h
hh
h
h
h
hh
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
hh
h
h
hh
h
h
h
h
h
h
h
h
h
h
hh
h
h
h
h
h h
h
h
h hh
h
h
h
hh h
h h
h
hh
h
h
h
hh
h
h
h
h
h
h
h h
h
hh
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h hh h
h
h
h
hh
h
h
h
h
hh
h
h
h
h
h
h
h
h
h
hh
h
h
h
h
h
h
h
h
h
h
h
h
hh
h h
h
h
h
h
h
h
h
hh
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h h
h
h h
h
h hh
h
h h
h
h
h
h
h
hh
h
h
h
h
h
h
h
h
h
h
h
h
h
h h
hh
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
hh
h
h
h
h
h
h h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
hhhh
h
h
h
hh
h
h
h
h
h
h
h
h
h
h
hh
h
h
h
h
h
h
hhhhhhh
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
hh
h
h
h
h h
hh hh
h
h
h
hhhh
h
h
hh
h
h h
h
h
h
h
h
h
h
h
h
h
h
h
h
hh
h
h
h
h
h
h
h
h
h
hh
h
h
h
h
h
hh
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
hh
h
h
h
h
h
h
h
h
h
hh
h h
h
h
h
h h
h
h
hh
h
h
h
h
h
h
h
h
hh
h
h
h
h
h
h
h h
h
h h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
hh
h
h
h
h
h
h
hh
h
h
h
h
h
hh
h
h
hh
h
h
h
h h
h
h
h
h
h
h
h
h
h hh
h
h
h
h
h
h
h
h
h
h
h
h
h
h
h
hh
hh
hh
h
h
h
h
h
h
hh
hh h
h
h
h
h
h
hh
h
h
h
h
h
h
h
h
8
8
6
6
8
8
8
8
8
8
8
8
8
8
9
9
9
9
9
9
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6 6
6
6
6
66
6
6
6
6
6
6 6
9
9
9
9
9
9
9
9
9
9
9
9
9
9
9
9
9
9
9
9
9
9
9
9
9
9
9 9
9
99
9
9
9
9
9
9
9
9
9
9
9
9
9
9
9
999
9
9
9
9
99
9
9
9
9
9
9
9
9
9
9
9
9
9
9
9
9 9
9
9
9
9
9
9
9999
9
99
9
9
9
9
9
9
99
9
9
9
9
9
9
9
9 9
9 99
9
9 9
9
9
9
9
9
9
9
9
9
9
9
9
9
9
9
9
9 9
9
9
9
9
9
9
9
9
9
9
9 9
9
9
9
9
9
9
9
9
9
9
9
9
9
9
[
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
(
9
9
9
9
9
9
9
9
9
9
9
9
9
9
6
66
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
66
6
6
6 6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6 6
6
6
6
6
6 6 6
6
6
6
6
6 6
6
6
6
6
6 6
6
6
66
6
_
7 777777777
77777777777777777777777777777777 7777 77 77777 777 77777777777777777777777777 777
7777
_
_
_
__
__
_
_
_
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
GGG
G
G
G
G
G
G
G
G
G
G
G
G
GG
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
GG
G
G
G
G
G
G
G G
G
G
G
G
G
G
G
G
G
G
G
G
G
G G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
GG
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
GGG
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
GG
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G G
G
G
G
GG
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
GG
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G G
G
G
G
G
GG
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
GG
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
GG
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
GG
G
G
G
G
G
G
G
G
GG
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
GG
G GG
G
G
G
G
G
G
G
G
G
G
G
G
G
G
GG
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G G
G
G
GG
G
G
G
GG
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
GG
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
GG
G
G
G
G
G
G
G
GG
G
G
G
G
G
G
G
G
G
G
G
G
G
GG G
G
G
G
G
G
G
G
G
G
GG
G
G
G
G
G
G
G
GG
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
GG
G
G
G
G
G
G
G
G
G
G
G
G
GG
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
GG
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
GG
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
GG
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
GG
G
G
GG
G
G
G
G
G
G
G
G
G
GG
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
GG
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
GG
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
GG
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
GG
G
GG
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
GG
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
GG
G
G
G
G
G
G
G
G
G
G
G
G
GG
G
G
G
G
GG
G
G
G
G
G
G
G
G
G
G
G
GG
G
G
G
G
G
G
G
G
G
G
GG
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
GG
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
GGG
G
G
G G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
GGG
G
G
G
G
G
G
G
GG
G
GG
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
GG
GG
G
G
GG
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
GG
G
G
G
G
G
G
G
G
G
G
G
G
G
G G
GG
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
GG
G
G
G
G
G
GG
G
G
G
G
G
G
G G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
GG
G
G
G
G
G
G
G
G
G
G
G
G
GG
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
GG
G
G
G
G
G GG
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G G
G
G
G
G GG
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
GG
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
GG
G
G
G
G
G
G
G
G
G
GG
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
GG
G
G
G
G
G
G
G
G
GG
G
G
G
G
G
G
G
G
G
GG
G
G
G
G
G
G
GG
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
GG
G
G
G
G
G
G
G
GG
G
G
G
G
G
G
G G
G
G
G
G
G
G
G
GG
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
GG
GGG
G
G
G
G
G
GGG
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
GG
GG
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
GG
G
G
G
G
G
G
G
G
G
GG
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
6
6
6
6
6
6
66
6
6
6
6
6
6
66
6
6
6
6
6
6
66
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
7
77777
77777
7
777
77
7
7 77 77
7
7
7 777
777 77777 77
777
7 7 777
777
7
77
7
7 7 77777777777777777777777777777777777777777777777
7
7
7
7
77
7 7777777777777777777
7
7777777777777777777777777777777777
77777777777777777777777777777777777777777
7
777 777 777777
7
7 7 77 7777 777777777777777
777777777 7
7 777777 7777777777777777
777 77777777777 77
7
7 7 77 77777777777 77777777
7
77 7 7 777 7777777777777 777 777777777
7
7 777
7
7 77 77777777777777777777777777 777777777
7
77777 77777777777777777777777777777777777777777777777777
7
7 7 77 77777777777777777777777777777777777777777
7
7 777777777777 77777 7
7
7
7
7 777777777 77777777777
7
7 7 7 7777777777777777777777777777777777777777777777777777777777777777777
7
7777
7
7777 7 77777777 77777777777777777777
7
7 7 7 7 777 7777777777
7
777777777777777777777 777777777777777777777777777
7777777777777777777777777777777777777777777777777777777777777
7
7 7777777777777 77777777777
7
777777777777 777777777777777777777777777 77777777777777777777777777777 777777777777777777777777777777777
7
77 777777777777777777777777777777777777777777 7
7
77 77777777777777777777777777777777777777 7777777777777777 77777777777777777777777777777777777777777777777 777777777777777777777777
7
77777 7 777 77777777777777777777777777777777777
77 777777
7
77 777777777777777777777777777777
7
7
7 7 7777 7777777777777777 77
7
7777 77 777
77777777777777777
7777777 777777777 7777777777 77777777777777777777777777777777777777
7
77777
7
7 777 77777777
7
777777777777
77777 77777777777777777 77777777777777777 77777777777777777777777777777777777777777777777777777777777777777777777777777777777777777777777777777 77 77 777777777
7
77777 7
777777777 77777777777777777777777777777777777777
7
777777
7
77777777777777777 77777777777777777777777777777 777777777777777
7
777777777777777 77777777777777777777777777777777777777777777777777777777777777777777777 7777
77
7 7 7 7777777 7777
7
77 7
7
7
777
7
777 7 777777
7
77 777 7777777 77777 777777777777777777777777777777777777777777 7777
7
7 777 77777 777777777777777777777
7777 7777777777777
7
77 777
777777 777
7 77777777 77777777777777 777 777777777
7
7777777777777 77 77 777777
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
777
7
7
7
7
7
7 7
7
7
7
7
7
8
8
9
9
9
9
9
9
9
9
9
9
9
9
9
9
9
9
9
9
9
9 "Raleigh
Durham
Cary
Fayetteville
Wilson
Sanford
Goldsboro
Red Oak
Rocky Mount
Burlington
Chapel Hill
Garner
Apex
Pinehurst
Dunn
Smithfield
Southern Pines
Clinton
Morrisville
Graham
Dortches
Henderson
Vass
Oxford
Erwin
Aberdeen
Mebane
Clayton
Siler City
Hope Mills
Holly Springs
Carrboro
Roxboro
Selma
Roanoke Rapids
Hoffman
Yanceyville
Wake Forest
Fuquay-Varina
Raeford
Liberty
Warsaw
Lillington
Pittsboro
Spring Lake
Hillsborough
Angier
Zebulon
Pinebluff
Nashville
Gaston
Carthage
Benson
Elon College
Wade
Wendell
Coats
Louisburg
Newton Grove
Haw River
Mount Olive
Knightdale
Whispering Pines
La Grange
Creedmoor
Staley
Enfield
Wagram
Falcon
Fremont
Kenansville
Kenly
Stem
Stovall
Stedman
Beulaville
Norlina
Walnut Creek
Broadway
Momeyer
Calypso
Faison
Roseboro
Littleton
Magnolia
Bailey
Cameron
Spring Hope
Snow Hill
Green Level
Rolesville
Bunn
Pine Level
Salemburg
Taylortown
Parkton
Franklinton
Castalia
Middlesex
Goldston
Four Oaks
Warrenton
Elm City
Lucama
Macon
Linden
Saratoga
Middleburg
Princeton
Micro
Pikeville
Turkey
Black Creek
Pink Hill
Eureka
Youngsville
Sharpsburg
Autryville
Milton
Alamance
Macclesfield
Lumber Bridge
Stantonsburg
Whitakers
Walstonburg
Godwin
Kittrell
Sims
Centerville
Seven Springs
Robbins
Pinetops
GreeneversI-85I-40
NC-42
US-158
N
C
-9
6
NC-24I-9 5
NC -2 7
N
C
-54 US-15U S -1 3
US-64
N C -9 0 2
US-1NC-39N
C
-4
3NC-49NC-4NC
-2
1
0 NC-11NC-41US-421NC-86NC-242N C -7 1 US-501NC-57N
C
-5
0NC-48NC-58NC-581NC -55
N
C
-9
1
N C -5 6 1
US-401NC-87NC-22NC-46
US-70
US-701NC-62NC-111NC-53NC-403US-117NC-157NC-98
NC-211NC-56
NC-97
N
C-2
0 US-301US-258NC-73 NC-751N
C
-4
1
1NC-59NC-222NC-241N C -90 3NC-119US-264NC-61N C -15 0
NC-124
N C -70 0
U S -1NC -42
US-158
NC-96I-95NC-87 NC-86NC-55US-64
NC-210
U S -4 0 1 US-401US-70
U S -3 0 1
NC-24 US-301NC-87N C -5 5NC-55US-701U
S-421
U S -6 4 NC-58NC-43
US-70
N
C-
5
0 NC
-5
8
NC-58
I-
4
0
N C -4 9N
C
-9
6
N
C
-2
22NC-119I-40US-501I-95NC-86U
S-421
I-85
NC-
5
8
N C -403NC-39
U S -158NC-62NC-210I-85US-70
NC-
3
9
US-70US-401I-40
NC-581I-95US-701NC-48NC-49NC-57US -1 5 8
NC-
5
4
US-401NC-
8
6
NC-50U S -1 3 I-9 5 U S -1 3 I-95US-15U S -1NC-96I-95US-1U S -3 0 1
US
-
4
0
1
NC-98
N
C
-6
1
N C -561
I-40
N
C-
2
1
1
US -64
U
S-4
21I-40NC-42US-70
NC -42
N C -4 2
US-117U
S
-5
0
1
NC-581NC-210NC-
1
1
1NC-58NC-87NC-39N
C-581
NC-97
US-158
NC-50NC-119NC-50N C -4 2
US-401NC-96NC-62NC-39US-64
N C -56
NC-111N C -4 2
US-117US-117NC-210 US-401I-95NC-24
US-421NC-87NC-49NC-11US-158
I-85US-13
N
C
-4
3
NC-50NC-
2
4
2 US-
7
0
NC-27
U S-13NC-48US-1N C -1 1US-401NC-22NC-98
NEUSE RIVER
MAP 2. DELINEATED AREA AND PCS MAP ©
6 Animal Operations
*CERCLIS Sites
)RCRA Gen. / Trans. Facilities
<Non Discharge Permits
7 NPDES Permits
[National Priority List Sites
F PCB Sites
(Pollution Incidents
+Septage Disposal Sites
,Soil Remediation Sites
i Solid Waste Facilities
h Tier II Sites
8 RCRA TSD Facilities
9 Old Landfill Sites
_UIC Permits
G UST Permits
Roads
Rivers and Streams
Major Hydrology
Municipal Boundaries
Watershed Zones
Critical Area (NA for WS-I)
Protected Area Boundary (WS-IV, V only)
Stream Zone
Watershed Boundary
0 6 12 18 Miles
PCS Types
GOLDSBORO, CITY OF, PWS ID: 0496010, NEUSE RIVER

PWS ID: 04-96-010 9 July 16, 2015

Table 4. Potential Contaminant Source Attributes
GOLDSBORO, CITY OF
PWS ID: 04-96-010, NEUSE RIVER

Common Attributes

PCS Name PCS ID PCS Type PCS Risk Rating Street Address City Zip County
GURMICO CHEMICALS
NCN000410293 CERCLIS Sites H 9710 HWY 70 E PRINCETON Unknown JOHNSTON
Owen Kornegay Farm
AWS510029 Animal Operations H 11754 Brogden Rd Princeton 27569 JOHNSTON
Danny Kornegay Farm
AWS510030 Animal Operations H 433 Worley Rd Princeton 27569 JOHNSTON
Donnie Peedin Farm
AWS960005 Animal Operations H 3555 Stevens Mill Rd Goldsboro 27530 WAYNE
Craig Farm #2 AWS960006 Animal Operations H Landfill Rd Goldsboro 27530 WAYNE
Wake-Kyle Farm AWS960007 Animal Operations H 531 Beaver Dam Rd Goldsboro 27530 WAYNE
Ralph Weaver Hog Farms
AWS960012 Animal Operations H 494 Stevens Church Rd Goldsboro 27530 WAYNE
Bryant Worley Farm
AWS960013 Animal Operations H 720 Oakland Church Rd Princeton 27569 WAYNE
Leonard Smith Farm
AWS960018 Animal Operations H 2906 US 13 S Goldsboro 27530 WAYNE
Dexter Jackson 21-26
AWS960030 Animal Operations H 558 Country Club Rd Mount Olive 28365 WAYNE

PWS ID: 04-96-010 10 July 16, 2015
PCS Name PCS ID PCS Type PCS Risk
Rating
Street Address City Zip County
P&D Farms,
Inc.- Wayne
Mills Finishing
AWS960031 Animal Operations H 1047 US 13 S Goldsboro 27530 WAYNE
Ryan West
Farm
AWS96004
1
Animal
Operations
H Mills Loop Rd Goldsboro 27530 WAYNE
P & D Nursery AWS960050 Animal Operations H 464 Mills Rd Goldsboro 27530 WAYNE
George
Hall Farm
AWS96006
9
Animal
Operations
H 188 Parker Rd Mount Olive 28365 WAYNE
Billy Jackson &
Son Hog
AWS960071 Animal Operations H 3871 Stevens Mill Rd Goldsboro 27530 WAYNE
Max & Theresa
Futrell
AWS960078 Animal Operations H 4437 Stevens Mill Rd Goldsboro 27530 WAYNE
Pat Herring Farms AWS960082 Animal Operations H 242 Burton Rd Dudley 28333 WAYNE
Gerald
Hollamon Farm
AWS96008
8
Animal
Operations
H 406 Mills Loop Rd Mount Olive 283657
028
WAYNE
Piggybank
Sow
AWS96009
6
Animal
Operations
H 907 A B Overman
Rd
Goldsboro 27530 WAYNE
Danny Mitchell
Hog Farm
AWS960102 Animal Operations H 249 Clayton Rd Princeton 27569 WAYNE
Gray Outlaw
Farm
AWS960112 Animal Operations H 428 Outlaw Rd Dudley 28333 WAYNE
Craig Farm #3 AWS960119 Animal Operations H 518 Overman Rd Goldsboro 27530 WAYNE
Bobby
Grady Farm
AWS96012
1
Animal
Operations
H 5265 US 117
Alternate
Mount Olive 28365 WAYNE
George
Grantham Farm
AWS96012
2
Animal
Operations
H 3222 Stvens Mill
Rd
Goldsboro 27530 WAYNE
Leo Martin
Farm
AWS96012
5
Animal
Operations
H 1224 Mills Loop
Rd
Mount Olive 28365 WAYNE

PWS ID: 04-96-010 11 July 16, 2015
PCS Name PCS ID PCS Type PCS Risk
Rating
Street Address City Zip County
Vance Perkins
Farms
AWS960135 Animal Operations H 2235 Stevens Mill Rd Goldsboro 27530 WAYNE
Overman Farm Inc. AWS960139 Animal Operations H 1132 Overman Rd Goldsboro 27530 WAYNE
Craig
Farms
AWS96014
3
Animal
Operations
H 2552-B Stevens
Mill Rd
Goldsboro 27530 WAYNE
Dexter Jackson 27
& 28
AWS960144 Animal Operations H 479 Cox Pond Rd Mount Olive 28365 WAYNE
Williams Farms, Inc. AWS960171 Animal Operations H 2225 Old Grantham Rd Goldsboro 27530 WAYNE
Ed Stevens AWS96018
2
Animal
Operations
H 2973 Old
Grantham Rd
Goldsboro 27530 WAYNE
Owen Jackson
Farm
AWS960190 Animal Operations H 3350 Old Mt Olive Hwy Mount Olive 28365 WAYNE
GLG Farms,
LLC Farm
AWS960201 Animal Operations H 3096 Stevens Mill Rd Goldsboro 27530 WAYNE
Norwood Head Farm AWS960205 Animal Operations H 705 Mills Rd Mount Olive 28365 WAYNE
Danny
Langley Farm
AWS96020
7
Animal
Operations
H 260 Damon Dr Princeton 275697
055
WAYNE
Crop
Production Services -
Princeton #0242
NCGNE065
6
NPDES Permits H 141 Luby Smith Rd Princeton 27569 WAYNE
PERRY
RESIDENCE/YOUN
G'S AUTO
87538 Pollution
Incidents
H 4172 US HWY 117
ALTERNATE S.
DUDLEY WAYNE
CAR GARAGE 87218 Pollution Incidents H HOLLOMAN ROAD DUDLEY WAYNE
DR.
WILLIAM EASTERL
ING RENTAL
14946 Pollution
Incidents
H 1170 OLD
GRANTHAM HIGHWAY
GOLDSBO
RO
WAYNE

PWS ID: 04-96-010 12 July 16, 2015
PCS Name PCS ID PCS Type PCS Risk
Rating
Street Address City Zip County
L.D. JACKSON 88078 Pollution Incidents H 1725 OLD SMITHFIELD
ROAD
GOLDSBORO WAYNE
PROGRESS
ENERGY NO. 2
FUEL OIL RELEASE
93109 Pollution Incidents H OLD SMITHFIELD
ROAD
GOLDSBORO WAYNE
ORMAND
GAS COMPAN
Y
6741 Pollution
Incidents
H E. RAILROAD
ST.
PRINCETO
N
JOHNS
UNION 76 TRUCKST
OP (SPUR FAC)
3221 Pollution Incidents H 9610B HWY 70 EAST PRINCETON JOHNS
HANDY
MART 5
16485 Pollution
Incidents
H 752 PINE STREET
(& US 70 BUS.)
PRINCETO
N
JOHNS
SMITH BROS. OF
DUDLEY BULK
PLANT
24114 Pollution Incidents H 4471 SOUTH US 117 ALT. HWY. DUDLEY WAYNE
HANDY MART #4 38446 Pollution Incidents H 2011 HIGHWAY 70 WEST GOLDSBORO WAYNE
E-Z Flow
Septic Tanks &
Portable Toilets
96-07 SDS H 294 Bennett Road Goldsboro 27530 Wayne
Wayne
County Landfill
9601-
MSWLF-1981
Solid Wase
Facilities
H 460-B LANDFILL
RD.
DUDLEY Unkno
wn
Wayne
BellSouth -
21317
4027313 Tier II Sites H HWY 13N GRANTHA
M
27530 Wayne
Crop Production
Services 242
4024727 Tier II Sites H 141 Luby Smith Road Princeton 27569 Wayne
AT&T -
NC5870
4028021 Tier II Sites H ROUTE 3 SOUTH
OF GOLDSBORO POP
DUDLEY 28333 Wayne

PWS ID: 04-96-010 13 July 16, 2015
PCS Name PCS ID PCS Type PCS Risk
Rating
Street Address City Zip County
Helena Chemical
Company
4044726 Tier II Sites H 101 Hinnant Road Goldsboro 27530 Wayne
Helena Chemical
Company
4047604 Tier II Sites H 101 Hinnant Road Goldsboro 27530 Wayne
LEVEL 3 COMMUN
ICATIONS-
GOLDSBORO-
GNHMNCAA
4091509 Tier II Sites H 1677 Old Smithfield Rd Goldsboro 27530-9434 Wayne
GRANTH
AM
4067113 Tier II Sites H 3667 HIGHWAY
13 SOUTH
GOLDSBO
RO
27530 Wayne
Kelly Springs
Road
UDS389 Old Landfill Sites H Kelly Springs Road Mount Olive Unknown WAYNE
PRINCETON
EXCHANGE
00-0-0000032816 UST Sites H 102 SOUTH PEARL STREET PRINCETON Unknown JOHNSTON
PRINCET
ON FOOD MART
00-0-
0000017036
UST Sites H 106 JONES BLVD
W
PRINCETO
N
Unkno
wn
JOHNSTO
N
SOUTHER
N WAYNE HIGH
SCHOOL
00-0-
0000033349
UST Sites H 124 SOUTHERN
WAYNE ROAD
DUDLEY Unkno
wn
WAYNE
GRANTHAM
SCHOOL
00-0-0000033341 UST Sites H 174 GRANTHAM SCHOOL RD GOLDSBORO Unknown WAYNE
GRANTHAM
SUPPLY &
SUPERMARKET
00-0-0000005216 UST Sites H 3388 US 13 SOUTH GOLDSBORO Unknown WAYNE
DANNIE'S
GAS & GROCER
Y
00-0-
0000027577
UST Sites H 3590 US 13
SOUTH
GOLDSBO
RO
Unkno
wn
WAYNE

PWS ID: 04-96-010 14 July 16, 2015
PCS Name PCS ID PCS Type PCS Risk
Rating
Street Address City Zip County
BEST QUALITY
FOOD MART
00-0-0000006642 UST Sites H 3885 US HWY 117 SOUTH ALT DUDLEY Unknown WAYNE
BEST
GAS & GRILL
INC
00-0-
0000036552
UST Sites H 4453 US HWY 117
SOUTH ALT
DUDLEY Unkno
wn
WAYNE
SMITH BROTHER
'S OF DUDLEY
00-0-0000006555 UST Sites H 4471 HIGHWAY 117 SOUTH/PO
BOX 10
DUDLEY Unknown WAYNE
NEUSE
CORRECTIONAL
INSTITUTION
00-0-
0000032081
UST Sites H 701 STEVENS
MILL RD
GOLDSBO
RO
Unkno
wn
WAYNE
ROSEWO
OD FOOD MART
00-0-
0000006998
UST Sites H 805 ROSEWOOD
ROAD
GOLDSBO
RO
Unkno
wn
WAYNE
MARMAC
CONV STORE
00-0-
0000033229
UST Sites H SR 1219 - 928
OLD GRANTHAM RD
GOLDSBO
RO
Unkno
wn
WAYNE
Dudley
Plywood Plant
NCG210168 NPDES Permits H 139 Brewington Rd Dudley 28333 WAYNE
Georgia
Pacific Wood
Products LLC,
Dudley Chip-N-
Saw Plant
NCG210166 NPDES Permits H 2457b Old Mount
Olive Hwy
Dudley 28333 WAYNE
Wayne County
Landfill
NCG120030 NPDES Permits H 460b S Landfill Rd Dudley 28333 WAYNE
Mill Creek Sand and
Gravel Mine
NCG020882 NPDES Permits H 637 Williford Rd Princeton 27569 JOHNSTON
Hinson
Mine
NCG020613 NPDES Permits H 1239 Stevens Mill
Rd
Goldsboro 27530 WAYNE
Lee Steam Electric
Plant
NC0003417 NPDES Permits H NCSR 1007 Raleigh 27602 WAYNE

PWS ID: 04-96-010 15 July 16, 2015
PCS Name PCS ID PCS Type PCS Risk
Rating
Street Address City Zip County
Fork Township
WTP
NC0087726 NPDES Permits H 577 NC Hwy 581 S Goldsboro 27533 WAYNE
S T Wooten
Corporation-Princeton
NCG160049 NPDES Permits H 6401 US 70 E Princeton 27569 JOHNSTON
W. Ash
Street
UDS101 Old Landfill
Sites
H W. Ash Street Goldsboro Unkno
wn
WAYNE

PWS ID: 04-96-010 16 July 16, 2015

Table 4. (Cont.) Potential Contaminant Source Attributes
GOLDSBORO, CITY OF
PWS ID: 04-96-010, NEUSE RIVER

Unique Attributes

PCS Name PCS ID Attribute Value
Owen Kornegay Farm AWS510029 Operation Type Swine State COC
Danny Kornegay Farm AWS510030 Operation Type Swine State COC
Donnie Peedin Farm AWS960005 Operation Type Swine State COC
Craig Farm #2 AWS960006 Operation Type Swine State COC
Wake-Kyle Farm AWS960007 Operation Type Swine State COC
Ralph Weaver Hog Farms AWS960012 Operation Type Swine State COC
Bryant Worley Farm AWS960013 Operation Type Swine State COC
Leonard Smith Farm AWS960018 Operation Type Swine State COC
Dexter Jackson 21-26 AWS960030 Operation Type Swine State COC
P&D Farms, Inc.- Wayne Mills Finishing AWS960031 Operation Type Swine State COC
Ryan West Farm AWS960041 Operation Type Swine State COC
P & D Nursery AWS960050 Operation Type Swine State COC
George Hall Farm AWS960069 Operation Type Swine State COC
Billy Jackson & Son Hog AWS960071 Operation Type Swine State COC
Max & Theresa Futrell AWS960078 Operation Type Swine State COC
Pat Herring Farms AWS960082 Operation Type Swine State COC
Gerald Hollamon Farm AWS960088 Operation Type Swine State COC
Piggybank Sow AWS960096 Operation Type Swine State COC
Danny Mitchell Hog Farm AWS960102 Operation Type Swine State COC
Gray Outlaw Farm AWS960112 Operation Type Swine State COC
Craig Farm #3 AWS960119 Operation Type Swine State COC

PWS ID: 04-96-010 17 July 16, 2015
PCS Name PCS ID Attribute Value
Bobby Grady Farm AWS960121 Operation Type Swine State COC
George Grantham Farm AWS960122 Operation Type Swine State COC
Leo Martin Farm AWS960125 Operation Type Swine State COC
Vance Perkins Farms AWS960135 Operation Type Swine State COC
Overman Farm Inc. AWS960139 Operation Type Swine State COC
Craig Farms AWS960143 Operation Type Swine State COC
Dexter Jackson 27 & 28 AWS960144 Operation Type Swine State COC
Williams Farms, Inc. AWS960171 Operation Type Swine State COC
Ed Stevens AWS960182 Operation Type Swine State COC
Owen Jackson Farm AWS960190 Operation Type Swine State COC
GLG Farms, LLC Farm AWS960201 Operation Type Swine State COC
Norwood Head Farm AWS960205 Operation Type Swine State COC
Danny Langley Farm AWS960207 Operation Type Swine State COC
Crop Production Services -
Princeton #0242
NCGNE0656 Permit Type Stormwater Discharge, No Exposure
Certificate
Crop Production Services - Princeton #0242 NCGNE0656 Permit Issued Date 10/20/2009
PERRY
RESIDENCE/YOUNG'S AUTO
87538 Pollutant Type GASOLINE/DIESEL/KEROSENE
CAR GARAGE 87218 Pollutant Type GASOLINE/DIESEL/KEROSENE
DR. WILLIAM
EASTERLING RENTAL
14946 Pollutant Type HEATING OIL
DR. WILLIAM EASTERLING RENTAL 14946 Site Risk U
L.D. JACKSON 88078 Pollutant Type OTHER PETROLEUM PROD.
L.D. JACKSON 88078 Site Risk U
PROGRESS ENERGY
NO. 2 FUEL OIL RELEASE
93109 Pollutant Type OTHER PETROLEUM PROD.
ORMAND GAS
COMPANY
6741 Pollutant Type GASOLINE/DIESEL/KEROSENE
ORMAND GAS COMPANY 6741 Site Risk L

PWS ID: 04-96-010 18 July 16, 2015
PCS Name PCS ID Attribute Value
ORMAND GAS
COMPANY
6741 Site Priority Code 60E
UNION 76 TRUCKSTOP (SPUR FAC) 3221 Pollutant Type GASOLINE/DIESEL/KEROSENE
UNION 76 TRUCKSTOP
(SPUR FAC)
3221 Site Risk H
UNION 76 TRUCKSTOP (SPUR FAC) 3221 Site Priority Code 260A
HANDY MART 5 16485 Pollutant Type GASOLINE/DIESEL/KEROSENE
HANDY MART 5 16485 Site Risk L
HANDY MART 5 16485 Site Priority Code 60B
SMITH BROS. OF
DUDLEY BULK PLANT
24114 Pollutant Type GASOLINE/DIESEL/KEROSENE
SMITH BROS. OF DUDLEY BULK PLANT 24114 Site Risk H
HANDY MART #4 38446 Pollutant Type GASOLINE/DIESEL/KEROSENE
HANDY MART #4 38446 Site Risk U
Dudley Plywood Plant NCG210168 Permit Type Timber Products Stormwater Discharge
COC
Dudley Plywood Plant NCG210168 Permit Issued Date 8/1/2013
Dudley Plywood Plant NCG210168 Permit Expiration Date 7/31/2018
Dudley Plywood Plant NCG210168 Receiving Stream Brooks Swamp (Buck Sw)
Georgia Pacific Wood Products LLC, Dudley
Chip-N-Saw Plant
NCG210166 Permit Type Timber Products Stormwater Discharge COC
Georgia Pacific Wood Products LLC, Dudley
Chip-N-Saw Plant
NCG210166 Permit Issued Date 8/1/2013
Georgia Pacific Wood Products LLC, Dudley
Chip-N-Saw Plant
NCG210166 Permit Expiration Date 7/31/2018
Georgia Pacific Wood Products LLC, Dudley
Chip-N-Saw Plant
NCG210166 Receiving Stream Yellow Marsh Branch (Yellow Swamp) (Durham Lake)
Wayne County Landfill NCG120030 Permit Type Landfill Stormwater Discharge COC
Wayne County Landfill NCG120030 Permit Issued Date 11/1/2012

PWS ID: 04-96-010 19 July 16, 2015
PCS Name PCS ID Attribute Value
Wayne County Landfill NCG120030 Permit Expiration Date 10/31/2017
Wayne County Landfill NCG120030 Receiving Stream Edwards Branch
Mill Creek Sand and
Gravel Mine
NCG020882 Permit Type Mining Activities Stormwater
Discharge COC
Mill Creek Sand and Gravel Mine NCG020882 Permit Issued Date 4/21/2015
Mill Creek Sand and
Gravel Mine
NCG020882 Permit Expiration Date 6/1/2015
Mill Creek Sand and Gravel Mine NCG020882 Receiving Stream NEUSE RIVER
Hinson Mine NCG020613 Permit Type Mining Activities Stormwater
Discharge COC
Hinson Mine NCG020613 Permit Issued Date 1/1/2010
Hinson Mine NCG020613 Permit Expiration Date 12/31/2014
Hinson Mine NCG020613 Receiving Stream NEUSE RIVER
Lee Steam Electric Plant NC0003417 Permit Type Industrial Process & Commercial Wastewater Discharge
Lee Steam Electric Plant NC0003417 Permit Issued Date 7/23/2010
Lee Steam Electric Plant NC0003417 Permit Expiration Date 5/31/2013
Lee Steam Electric Plant NC0003417 Receiving Stream NEUSE RIVER
Fork Township WTP NC0087726 Permit Type Water Plants and Water Conditioning
Discharge
Fork Township WTP NC0087726 Permit Issued Date 2/21/2014
Fork Township WTP NC0087726 Permit Expiration Date 5/31/2018
Fork Township WTP NC0087726 Receiving Stream Beaverdam Creek
S T Wooten Corporation-Princeton NCG160049 Permit Type Asphalt Paving Mixture Stormwater Discharge COC
S T Wooten Corporation-
Princeton
NCG160049 Permit Issued Date 10/1/2009
S T Wooten Corporation-Princeton NCG160049 Permit Expiration Date 9/30/2014
S T Wooten Corporation-
Princeton
NCG160049 Receiving Stream Bawdy Creek

PWS ID: 04-96-010 20 July 16, 2015

Table 5. Inherent Vulnerability Rating
GOLDSBORO, CITY OF
PWS ID: 04-96-010, NEUSE RIVER

Surface Water Source
Characteristics
Higher
Vulnerability
Moderate
Vulnerability
Lower
Vulnerability
Watershed
Classification Higher

Intake Location Higher

Raw Water Quality
(water plant data) Moderate

Watershed
Characteristics Rating
Moderate

Inherent Vulnerability Rating: Higher

PWS ID: 04-96-010 21 July 16, 2015

Table 6. Watershed Characteristics Rating Calculation
GOLDSBORO, CITY OF
PWS ID: 04-96-010 , NEUSE RIVER

Watershed Characteristics Rating 32.4

Notes:

1. Watershed Characteristics Rating for each cell (CR):
CR = [3 x (precipitation rating)] + [2 x (land surface slope rating)]
+ [1 x (GW contribution)] + [3 x (land use rating)] + [1 x (land cover rating)]

2. Watershed Characteristics Rating (R) for the entire Assessment Area is the mean of the
cell ratings (CR) calculated as:
The sum of all cell watershed characteristics ratings (CR) divided by the number of
cells (N) within the assessment area: R = (CR) / N

3. The USGS publication “Methods of ranking unsaturated zone and watershed
characteristics of public water supplies in North Carolina,” by J. L. Eimers, J. C. Weaver,
S. Terziotti, and R. W. Midgette, 1999, provides a detailed discussion of the methods
used to determine watershed characteristics ratings.

PWS ID: 04-96-010 22 July 16, 2015
FIGURE 1. LAND USE/LAND COVER CATEGORIES ©Water
Developed, Open Space
Developed, Low Intensity
Developed, Medium Intensity
Developed, High Intensity
Barren Land (Rock, Sand, Clay)
Deciduous Forest
Evergreen Forest
Mixed Forest
Shrub/Scrub
Grassland, Herbaceous
Pasture, Hay
Cultivated Crops
Woody Wetlands
Emergent Herbaceous Wetlands
Watershed Zones
Critical Area (NA for WS-I)
Protected Area Boundary (WS-IV, V only)
Stream Zone
Watershed Boundary
0 6 12 18 Miles
GOLDSBORO, CITY OF, PWS ID: 0496010, NEUSE RIVER

PWS ID: 04-96-010 23 July 16, 2015 "NEUSE RIVER
FIGURE 2. WATERSHED CHARACTERISTICS RATING ©
Lower <= 31
Moderate > 31 to 45
Higher > 45
Watershed Zones
Critical Area (NA for WS-I)
Protected Area Boundary (WS-IV, V only)
Stream Zone
Watershed Boundary
0 6 12 18 Miles
GOLDSBORO, CITY OF, PWS ID: 0496010, NEUSE RIVER

PWS ID: 04-96-010 24 July 16, 2015
FIGURE 3. AVERAGE ANNUAL PRECIPITATION RATING ©
1 ( <= 40 inches)
2 ( > 40 to 45 inches)
3 ( > 45 to 50 inches)
4 ( > 50 to 55 inches)
5 ( > 55 to 60 inches)
6 ( > 60 to 65 inches)
7 ( > 65 to 70 inches)
8 ( > 70 to 75 inches)
9 ( > 75 to 80 inches)
10 ( > 80 inches)
Watershed Zones
Critical Area (NA for WS-I)
Protected Area Boundary (WS-IV, V only)
Stream Zone
Watershed Boundary
0 6 12 18 Miles
GOLDSBORO, CITY OF, PWS ID: 0496010, NEUSE RIVER

PWS ID: 04-96-010 25 July 16, 2015 "NEUSE RIVER
FIGURE 4: LAND SURFACE SLOPE RATING ©
1 ( <= 2 percent)
3 ( > 2 to 5 percent)
5 ( > 5 to 10 percent)
7 ( > 10 to 20 percent)
9 ( > 20 to 50 percent)
10 ( > 50 percent)
Watershed Zones
Critical Area (NA for WS-I)
Protected Area Boundary (WS-IV, V only)
Stream Zone
Watershed Boundary
0 6 12 18 Miles
GOLDSBORO, CITY OF, PWS ID: 0496010, NEUSE RIVER

PWS ID: 04-96-010 26 July 16, 2015
FIGURE 5: LAND USE RATING ©1 Water, Wetlands (Woody and Herbaceous)
2 Barren Land (Rock/Sand/Clay)
3 Forest (Deciduous, Evergreen, Mixed)
4 Grassland/Herbaceous; Shrub/Scrub
5 Pasture/Hay
6 Developed, Open Space
7 Developed, Low Intensity; Cultivated Crops
8 Developed, Medium Intensity
10 Developed, High Intensity
Watershed Zones
Critical Area (NA for WS-I)
Protected Area Boundary (WS-IV, V only)
Stream Zone
Watershed Boundary
0 6 12 18 Miles
GOLDSBORO, CITY OF, PWS ID: 0496010, NEUSE RIVER

PWS ID: 04-96-010 27 July 16, 2015
FIGURE 6: LAND COVER RATING ©1 Deciduous, Evergreen and Mixed Forest
3 (Water, Pasture/hay, Woody wetlands, Emergent herbaceous wetlands)
3 Water, Wetlands, Pasture/Hay, Grassland/Herbaceous
5 (Quarries/strip mines/gravel pits, Bare rock/sand, Transitional)
5 Barren Land (Rock, Sand, Clay)
6 Cultivated Crops
7 Developed, Low Intensity
8 Developed, Medium Intensity
10 Developed, High Intensity
Watershed Zones
Critical Area (NA for WS-I)
Protected Area Boundary (WS-IV, V only)
Stream Zone
Watershed Boundary
0 6 12 18 Miles
GOLDSBORO, CITY OF, PWS ID: 0496010, NEUSE RIVER

PWS ID: 04-96-010 28 July 16, 2015
FIGURE 7: GROUND WATER CONTRIBUTION RATING ©Assigned Ratings
1 ( <= 10 Unsaturated Zone Rating)
2 ( >= 10 to 20 Unsaturated Zone Rating)
3 ( >= 20 to 30 Unsaturated Zone Rating)
4 ( >= 30 to 40 Unsaturated Zone Rating)
5 ( >= 40 to 50 Unsaturated Zone Rating)
6 ( >= 50 to 60 Unsaturated Zone Rating)
7 ( >= 60 to 70 Unsaturated Zone Rating)
8 ( >= 70 to 80 Unsaturated Zone Rating)
9 ( >= 80 to 90 Unsaturated Zone Rating)
10 ( >= 90 to 100 Unsaturated Zone Rating)
Watershed Zones
Critical Area (NA for WS-I)
Watershed Boundary
Protected Area Boundary (WS-IV, V only)
Stream Zone
0 6 12 18 Miles
GOLDSBORO, CITY OF, PWS ID: 0496010, NEUSE RIVER

PWS ID: 04-96-010 29 July 16, 2015
Section 6: North Carolina's SWAP Approach
This section of the report is a more detailed description of North Carolina's SWAP approach. This is a summary of Chapter 2 of North Carolina's Source Water Assessment Program Plan.
Description of North Carolina’s SWAP Approach
To meet the requirements of the 1996 SDWA Amendments, a Source Water Assessment was
completed for approximately 9,000 drinking water sources in North Carolina. A delineated area
for assessment was established for each drinking water source. An inventory of potential contaminant sources was conducted in each assessment area and finally, a susceptibility rating was assigned to each drinking water source. Because of the scope of this task and the limited
time and resources available for completing the work, North Carolina’s SWAP program efforts
relies on Geographic Information Systems (GIS) to effectively use information. GIS allows
databases to be linked to points on a map (e.g., public water supply sources, streams, geology, land use, roads, permitted waste disposal sites, Superfund sites, etc.) and overlaid on top of one another.
Delineation of Assessment Areas for Surface Water Sources
For the purpose of performing source water assessments, "delineation" means defining what land
area constitutes the area contributing water to a public water supply source. The delineation of the source water assessment areas for surface water sources was done in consideration and collaboration with the Water Supply Watershed Protection (WSWP) Program. During the
development of the WSWP program (final state rules adopted in 1992), the state worked with
local governments to determine the location of all surface water sources and existing land uses
within the water supply watersheds. This information, in conjunction with information on the types and location of wastewater discharges, was used to determine the appropriate Water Supply Watershed Classification for more than 200 surface water sources in the state. The
watershed classifications, WS-I, WS-II, WS-III, WS-IV, and WS-V are based on the size of the
watershed, development activities, and allowable waste treatment and disposal practices.
All surface water sources were located on US Geological Survey 1:24,000 scale topographic maps. The water supply watershed boundaries were delineated (except WS-V waters, which
were delineated for the SWAP assessments by the PWS Section), and the boundaries of the
Critical Area, and in the case of most WS-IV water supply watersheds Protected Areas
(described below) were delineated.
For protection of the surface water sources in North Carolina, a segmentation of the water supply watersheds was implemented through the WSWP rules. The entire drainage areas of WS-I water
supply watersheds were delineated. These watersheds are all publicly owned and no new
development is allowed in these watersheds. These watersheds are very small. Some are located
within National Forests. Others are owned by a local government.
All WS-II, WS-III and WS-IV water supplies require delineation of a Critical Area which is defined as the area within ½ mile and draining to the normal pool elevation of a water supply
reservoir, or ½ mile and draining to a water supply intake in a river. For WS-II and WS-III water
supplies, the remainder of the drainage area is subject to the development standards of the

PWS ID: 04-96-010 30 July 16, 2015
WSWP rules and are implemented through local land use ordinances. WS-IV water supplies,
which are typically portions of major river systems, are segmented in a Critical Area (previously defined) and a Protected Area. The Protected Area is defined as the area within 5 miles and draining to the normal pool elevation of a reservoir or 10 miles upstream and draining to a river
intake. In very few instances the WS-IV Protected Area encompasses the entire drainage area
due to the size of the watershed. In 1995, the state allowed local governments to request that the
10 mile Protected Area boundary of a WS-IV water supply be measured “run of river” rather than using a 10-mile arc linear measurement. Surface waters that are used by industry to supply their employees with drinking water or waters formerly used as water supply are generally
classified as WS-V. The WS-V waters are protected as water supplies and are typically located
upstream of and draining to Class WS-IV waters. Land use restrictions do not apply to WS-V
waters under the WSWP rules.
Please note that for the purpose of the PWS Section’s Source Water Assessments, delineation of WS-IV boundaries may be different from the WSWP Program’s delineation. The PWS Section
watershed assessment areas include all land draining to a drinking water source. However, the
watersheds defined in accordance with the WSWP rules often exclude land area draining to a
source based on municipal or county jurisdictional boundaries. Please refer to the WSWP program website (http://portal.ncdenr.org/web/lr/water-supply-watershed) for information on the regulations associated with their program and the land area affected by their regulations.
Delineation of Assessment Areas for Public Water Supply Wells
The delineation of source water assessment areas for wells was in accordance with North
Carolina’s EPA approved Wellhead Protection Program. The calculated fixed radius method was used to delineate assessment areas around each well in the following areas: piedmont and mountains; the unconfined surficial aquifer of the coastal plain; and in the semi-confined
portions of the Castle Hayne aquifer with an estimated recharge rate of 250,000 gallons per day
per square mile. The aquifer-source-volume method was used for confined aquifers of the coastal
plain. These methods are described below. Well depth is the determining factor for a well to be considered confined. Well depths greater than 70 feet are considered confined.
Other assessment area delineation methods may be of interest to a PWS system in an effort to
more accurately define the area contributing water to the well. The state will review delineations
provided by any PWS system that employs acceptable alternative delineation methods. Resulting
alternative delineation areas will be incorporated into the SWAP if the state concludes that the use of the more sophisticated method is appropriate.
Calculation of the Contributing Area
The first step in delineating the assessment areas is to determine the size of the contributing area
to the well. When a well is pumped, it causes groundwater that is flowing through the subsurface
to flow toward the well. The surface area surrounding a well that delineates the area in which water entering the groundwater system at the water table eventually flows to the well and
discharges is known as the contributing area for the well. In this area, any contaminants released
to the environment that reach the water table, can reasonably be expected to move toward and
possibly reach the well. The calculated fixed radius method requires the pumping rate (Q) and
the recharge rate (W) for the pumping well in order to calculate the size of the contributing area. The contributing area is calculated as follows:

PWS ID: 04-96-010 31 July 16, 2015

where:
AC = contributing area in square miles,
Q = maximum daily pumping rate in gallons per day, and
W = average recharge rate in gallons per day per square mile.
The maximum daily pumping rate in gallons per day was determined from information on wells obtained from PWS Section sanitary survey inspection forms, Division of Water Resources Local Water Supply plans, and information supplied by system owners/operators. Where no
information was available, an estimate of maximum daily pumping rate was assigned based on
hydrogeologic characteristics of the aquifer supplying water to the well.
Size of the Assessment Area for Wells Using Calculated Fixed Radius Method
Estimates of the size of the contributing area can be obtained using the equation given above. However, because of the complex nature of groundwater flow and contaminant transport, it is not
possible to define exact contributing area boundaries around each well. Two factors that affect
the shape of the contributing area and its position and orientation with respect to a pumping well
are the hydraulic gradient and aquifer transmissivity. The variation in aquifer transmissivity is important in determining the shape of the contributing area for a supply well. In areas where the hydraulic gradient and the aquifer transmissivity are essentially the same in all directions, the
shape of the contributing area depends primarily on the hydraulic gradient. Where the water table
is nearly flat, as near the water-table divide in broad interstream areas of low relief, the
contributing area is approximately circular. Where the hydraulic gradient is moderate to steep, the contributing area is approximately elliptical, being oriented in the direction of groundwater movement.
Due to limited availability of information on both hydraulic gradient and aquifer transmissivity,
the assessment area for each well was doubled. Therefore, the assessment area for each well is
twice the size of the calculated contributing area or:

W
Q = AC
W
2Q = A2 = A CSWAP

PWS ID: 04-96-010 32 July 16, 2015
Delineation of Assessment Areas for Wells in Confined Aquifers
Recharge to confined aquifers is much less than that to the surficial unconfined aquifer where the calculated fixed radius method was used. If the calculated fixed radius method were applied to wells withdrawing water from confined aquifers, the resulting assessment areas would be very
large. With the exception of a portion of the Castle Hayne aquifer, the aquifer-source-volume
method was used for delineating assessment areas for wells determined to be withdrawing water
from highly confined and semi-confined aquifers. “Aquifer source volume” refers to the volume of the source aquifer that supplies the withdrawals from a well for a specified period of time. This factor has been adopted in many states for defining assessment areas for confined aquifers.
For the purpose of these assessments, the volume of aquifer that supplies ten years of
withdrawals (i.e. the area surrounding a well in which the time of travel to the well is ten years)
was used. A ten-year period should be sufficient to provide time to assess the potential impact of any groundwater contamination discovered within an assessment area and for developing appropriate remediation and source water protection strategies for the water supply. For any well
in the coastal plain determined to be withdrawing water from a confined aquifer, the table below
will be used to determine the size of the assessment area.

Table 1. Radii of Assessment Areas for
Wells Withdrawing from Confined Aquifers in the Coastal Plain
Pumping Rate of
Well
(Gal. / min.)
Radius of Assessment
Area (Feet Rounded)
50 1000
100 1000
200 1500
500 2000
1000 3000
2000 3500

PWS ID: 04-96-010 33 July 16, 2015
Delineation of Assessment Areas for Water Supply Sources Classified as GWUDIs
Drinking water supplied by a well may include a surface water component. This is defined as Ground Water Under the Direct Influence of Surface Water (GWUDIs). This term is used to indicate that water withdrawn from a well contains a specific indicator or indicators
(e.g., giardia) of the presence of a surface water component. The delineated area for a PWS well
classified as a GWUDI well will be the combined area of a circle based on the calculated fixed
radius method and the resulting upgradient watershed of the intersected surface water. Segmentation of the resulting watersheds was in accordance with the most appropriate water supply watershed classification scheme.
Delineation for Water Supply Sources Classified as Springs
Springs can be defined as areas where the water table intersects the ground surface. Ground
water may have flowed many miles before appearing on the surface to form a particular spring. The delineated area for a drinking water source classified as a spring was defined as the entire watershed area upgradient of the spring. Segmentation of the resulting watersheds was in
accordance with the most appropriate water supply watershed classification scheme.
Susceptibility Rating Methodology
The state determined that the overall susceptibility rating for each drinking water source should be based on two key components, a contaminant rating and an inherent vulnerability rating. Inherent vulnerability refers to the physical characteristics and existing conditions of the
watershed or aquifer. A contaminant rating refers to an evaluation of the number and location of
potential sources of contamination. The contaminant rating and inherent vulnerability
methodologies are explained below.
Contaminant Rating Methodology
The contaminant rating for each water supply source was determined based on the number and
location of potential contaminant sources (PCSs) within the delineated area. The delineated area
for the drinking water source encompasses the area where PCSs, if released to the environment,
could reasonably be expected to be a risk or a potential for contamination of the drinking water supply. A PCS in this assessment report is a facility or site regulated under a state or federal
regulatory program. These facilities are identified in electronic databases that contain location
information for each facility. Only databases that include information statewide were used for
this source water assessment. Each PCS identified within the delineated area was assigned a risk
rating of higher, moderate or lower. The number of PCSs that occur within the delineated area was determined and a Contaminant Rating of higher, moderate or lower was assigned to each
drinking water source.

PWS ID: 04-96-010 34 July 16, 2015
Contaminant Rating for Ground Water Sources
For each ground water source, define an inner Zone A with an area equal to half the area of the delineated assessment area. Using Table 2, determine the number of PCSs that occur within each risk category according to their location, either in Zone A or in the remaining
delineated area. Determine the Contaminant Rating of higher, moderate or lower for each
well by adding the totals for each risk category.
Table 2. Determination of Contaminant Rating for Ground Water Sources

Potential
Contaminant
Sources in :
Number of
Higher Risk
PCSs
Cumulative Number of
Higher and Moderate
Risk PCSs
Cumulative Number of
Higher, Moderate and
Lower Risk PCSs

Zone A

(the inner 1/2 of the
delineated
area)

(Number of sources )

> 1
Score: (1 or 0)

(Number of sources )

> 2
Score: (1 or 0)

(Number of sources )

> 4
Score: (1 or 0)

Delineated
Area (Zone A plus
the remaining
delineated area)

(Number
of sources )
> 2
Score: (1 or 0)

(Number
of sources )

> 4
Score: (1 or 0)

(Number
of sources )

> 8
Score: (1 or 0)

For each category, score “1” if the number of contaminants exceeds the indicated threshold,
or score “0” if the number of contaminants is less than the threshold. Total all the scores (1 or
0) for each category. Therefore, the highest possible score is 6.
Determine the Contaminant Rating for each well as follows:
Higher (6 - 4)
Moderate (3 - 2)
Lower (< 1)
Contaminant Rating for Surface Water Sources
Because the WSWP rules prohibit development in these watersheds, the existence of one
PCS in the delineated area of a drinking water source located in a WS-I watershed will result in a contaminant rating of higher.
Using Table 3 for WS-II and WS-III watersheds, or Table 4 for WS-IV and V watersheds,
determine the number of PCSs that occur within each risk category (i.e., lower, moderate or
higher risk) and within each delineated assessment area (e.g., critical area, protected area,
etc). Determine the Contaminant Rating for each surface water PWS source by summing the totals for each risk category.

PWS ID: 04-96-010 35 July 16, 2015

Table 3. Determination of Contaminant Rating
for Surface Water Sources in WS - II or III Watersheds
Potential
Contaminant
Sources in :

Number of
Higher Risk
PCSs
Cumulative
Number of Higher
and Moderate Risk
PCSs

Cumulative Number
of Higher, Moderate
and Lower Risk
PCSs

Critical Area

(Number of
sources )

> 1
Score: (1 or 0)

(Number
of sources_____)

> 5
Score: (1 or 0)

(Number
of sources )

> 10
Score: (1 or 0)

Watershed Area

Within 1000 Foot
Stream Zone
(Number of
sources )

> 5

Score: (1 or 0)
(Number
of sources )

> 10

Score: (1 or 0)
(Number
of sources )

> 20

Score: (1 or 0)

Watershed Area

Outside Stream
Zone

(Number of sources )

> 20
Score: (1 or 0)

(Number of sources )

> 40
Score: (1 or 0)

(Number of sources )

> 80
Score: (1 or 0)

For each category, score “1” if the number of contaminants exceeds the indicated threshold,
or score “0” if the number of contaminants is less than the threshold. Total the scores (1 or 0
for each category). Therefore, the highest possible score is a 9.
Determine the Contaminant Rating for each surface water source in a Water Supply Watershed II or III as follows:
Higher (9 - 6)
Moderate (5 - 3)
Lower (< 2)

PWS ID: 04-96-010 36 July 16, 2015
Table 4. Determination of Contaminant Rating
for Surface Water Sources in WS - IV and V Watersheds

Potential
Contaminant
Sources in :

Number of
Higher Risk
PCSs

Cumulative Number of
Higher and Moderate
Risk
PCSs

Cumulative
Number of Higher,
Moderate and
Lower Risk PCSs

Critical Area

(Number of
sources )

> 1
Score: (1 or 0)
(Number of
sources )
> 5
Score: (1 or 0)
(Number of
sources )
> 10
Score: (1 or 0)

Protected Area

Within 1000 Foot
Stream Zone

(Number of sources )

> 5
Score: (1 or 0)

(Number of sources )

> 10
Score: (1 or 0)

(Number of sources )

> 20
Score: (1 or 0)

Protected Area

Outside Stream
Zone

(Number of
sources )

> 20
Score: (1 or 0)

(Number of
sources )

> 40
Score: (1 or 0)

(Number of
sources )

> 80
Score: (1 or 0)

Stream Zone from
Protected Area to
25 Mile or
Watershed
Boundary
(Number of
sources )

> 20

Score: (1 or 0)
(Number of
sources )

> 40

Score: (1 or 0)
(Number of
sources )

> 80

Score: (1 or 0)

For each category, score “1” if the number of contaminants exceeds indicated threshold. If the number of contaminants is less than the threshold score “0.” Total all the scores (1 or 0
for each category). Therefore, the highest possible score is a 12.
Determine the Contaminant Rating for each surface water source in a Water Supply
Watershed IV or V as follows:
Higher (12 - 9)
Moderate (8 - 4)
Lower (< 3)

PWS ID: 04-96-010 37 July 16, 2015
Inherent Vulnerability Rating Methodology
The inherent vulnerability of a well or surface water source refers to the characteristics or existing conditions of the well or surface water source and its delineated assessment area. Several factors were evaluated for both groundwater and surface water sources and included in
the inherent vulnerability rating of each public water supply source. Each drinking water source
was assigned an inherent vulnerability rating of higher, moderate or lower.
Inherent Vulnerability Rating for Wells
The characteristics included for assigning an inherent vulnerability rating for wells are aquifer rating, unsaturated zone rating and well integrity/well construction rating. The aquifer
rating is an assessment of the water transmitting characteristics of the aquifer. The
unsaturated zone rating is an assessment of the likelihood that contaminants from surface and
shallow sources will follow the path of aquifer recharge and reach the water table. The well integrity/construction rating is an assessment of the quality of the construction of the well. A brief description of each factor follows:
Aquifer Rating
The aquifer rating is a qualitative assessment of the water transmitting characteristics of the
aquifer. Relative differences in aquifer vulnerability were based on a review of relevant literature, expert opinions, and confirmed with historical data. Factors considered in rating aquifer vulnerability include hydraulic conductivity, degree of confinement, dilution, and
sorption potential. The attenuative capacity of the unsaturated zone is not considered in the
determination of aquifer ratings. Table 5 summarizes the aquifer-rating scheme used for
these assessments.
Well depths determined whether a well was considered unconfined, deep confined or shallow confined for these assessments. Wells less than or equal to 70 feet deep were considered to
be withdrawing water from an unconfined or surficial aquifer. Wells greater than 70 feet but
less than 180 feet deep were considered to be withdrawing water from a shallow confined
aquifer. Wells greater than 180 feet deep were considered to be withdrawing water from a deep confined aquifer.

PWS ID: 04-96-010 38 July 16, 2015
Table 5. Aquifer Rating Based on Water Transmitting Characteristics
Aquifer/Ground Water Source Rating
Coastal Plain Aquifers:
Deep Confined (e.g., Kinston area) Lower
Shallow Confined (e.g., Pamlico Co.) Moderate
Unconfined (e.g., Castle Hayne Outcrop area) Higher
Piedmont and Mountain Aquifers:
Triassic Basins (e.g., Sanford-Durham) Moderate
Fractured Rock Aquifers Higher
Other:
Metamudstones and Meta-argillites of the Carolina Slate Belt Higher
Areas with Wells Cased to Less Than 20 Feet Higher
Groundwater under the Direct Influence of Surface Water Higher
Sand Hills Area Higher

Unsaturated Zone Rating
The state, in cooperation with the United States Geological Survey (USGS), developed the
unsaturated zone rating methodology. The USGS Water-Resources Investigations Report 99-4283, "Methods of Rating Unsaturated Zone and Watershed Characteristics of Public Water
Supplies in North Carolina" describes the methodology. The unsaturated zone rating is the
combination of selected factors that contribute to the likelihood that contaminants from
surface and shallow sources will follow the path of aquifer recharge and reach the water
table. Contributing factors, in the form of GIS spatial data layers, include land use/land cover, vertical hydraulic conductance of the unsaturated zone, and land-surface slope.
Vertical hydraulic conductance measures the capacity of the unsaturated zone to transmit
water from land surface to water table. Land-surface slope and land cover influences the
amount of precipitation that infiltrates into the subsurface. Land use describes the activities
that take place on the surface or in the shallow subsurface and the type of contaminants that may be present as a result of those activities (i.e., "non-point source" potential contaminant
sources).

PWS ID: 04-96-010 39 July 16, 2015
Well Integrity/Construction Rating
The integrity of well construction can vary widely, depending on details such as casing depth, grouting depth, well materials and driller knowledge. However, these details are not always available for assigning SWAP assessment ratings. In 1994 and 1999 there were
important rule changes that greatly improve the quality of the well construction standards.
Therefore, the SWAP assessments use well construction and approval dates as a surrogate to
construction details to assign a well construction / integrity rating. For wells that construction and approval date is not available, the well construction/integrity rating defaults to Higher.
Table 6 summarizes the characteristics evaluated and rated for the inherent vulnerability for
each PWS well. Each well was assigned an inherent vulnerability rating of higher, moderate
or lower:
Table 6. Inherent Vulnerability Rating of Wells

Inherent Vulnerability
Factors

Higher
Vulnerability

Moderate
Vulnerability

Lower
Vulnerability

Aquifer Rating

10 5 - 1
Unsaturated Zone
Rating
10 5 1
Well
Integrity/Construction
Rating

5

3

1

Totals

25-18

17-15

14-1

Inherent Vulnerability Rating for Surface Water Sources
The inherent vulnerability of a surface water source refers to the characteristics and existing
conditions of the source and the delineated assessment area (watershed). The characteristics included for assigning an inherent vulnerability rating are water supply watershed
classification, surface water source location, raw water quality, and the watershed
characteristics rating. The watershed classification is based on the size of the watershed,
development activities, and allowable waste treatment and disposal practices. The surface water sources were characterized based on whether they are located in streams, large multi-purpose reservoirs, or small water supply reservoirs. The raw water quality rating is based on
recorded turbidity and total coliform values over a twelve month period. The watershed
characteristics rating is an assessment of the likelihood that contaminants will follow the path
of overland flow or shallow subsurface flow to a surface water source. A description of each factor follows:

PWS ID: 04-96-010 40 July 16, 2015
Watershed Classification
In North Carolina, all surface water sources are located in water supply watersheds that are classified as either WS-I, II, III, IV, or V. The Water Supply Watershed Protection rules required that all local governments having land use jurisdiction within water supply
watersheds adopt and implement water supply watershed protection ordinances, maps and a
management plan. All of these ordinances are in place and have been deemed to be in
compliance with the statutory requirements. The inherent vulnerability ratings for watershed classification are based on differences between watershed classes, including size of the watershed, development activities, and allowable waste treatment and disposal practices.
Surface Water Source Location
All surface water sources are located in streams, large multi-purpose reservoirs (Class 3), or
small water supply reservoirs (Class 1 or 2). The inherent vulnerability ratings for surface water source location are based on differences between the reaction time for a water plant in the case of a contamination event or spill in a stream versus a reservoir and includes the
allowable activities on surface water reservoirs (i.e., single use versus multiple uses allowed).
Raw Water Quality
The likelihood of the presence of Cryptosporidium and other water-borne microorganisms increases when turbidity is high. Therefore, turbidity and total coliform bacteria are good indicators of raw water quality. The Area Wide Optimization Program (AWOP) within the
PWS Section has developed a ranking system for surface water treatment plants based
primarily on these two parameters. This ranking system, with some minor modifications, has
been adopted by SWAP in order to assign a raw water quality rating to each surface water source.
The AWOP ranking system is based on the treatment plant’s raw, settled and finished water
turbidity and coliform levels along with violations of MCLs and treatment techniques. Raw,
settled and finished water samples are collected daily and compiled in a monthly report,
commonly referred to as a MOR (monthly operating report). The AWOP ranking system first totals the number of months in a year that specific levels of turbidity and coliform are
exceeded and/or the number of months certain violations occur. The monthly totals are then
multiplied by a weighting factor to balance the relative importance of these parameters.
These numbers are then totaled for the year and are considered the water treatment plant’s
total score.
Because the purpose of SWAP is to assess sources of drinking water supply and not how well
water plants treat their water, SWAP only uses the raw water scores for turbidity and
coliform from the AWOP ranking system. The total raw water quality scores were divided
into three categories of vulnerability: Higher, Moderate and Lower. The AWOP ranking
system is for surface water treatment plants and not individual surface water sources. Therefore, in the case where more than one source is used by a treatment plant, the plant’s
raw water quality rating was initially assigned to all of the plant’s sources. Upon review by
the regional office staff some of the ratings were then adjusted based on their extensive
knowledge of the surface water sources in their area.

PWS ID: 04-96-010 41 July 16, 2015

Watershed Characteristics Rating
The state determined the watershed characteristics ratings of each surface water source in cooperation with the USGS. The USGS Water-Resources Investigations Report 99-4283,
"Methods of Rating Unsaturated Zone and Watershed Characteristics of Public Water
Supplies in North Carolina" describes this methodology. The watershed characteristics
ratings were based on the combination of selected factors that may contribute to the likelihood that contaminants follow the path of overland flow and reach the surface water source. Contributing factors, in the form of GIS spatial data layers, include average annual
precipitation, land cover, land use, land-surface slope and groundwater contribution.
Precipitation is the source of water transported overland to a stream or lake. Land-surface
slope and land cover influence the amount of precipitation that infiltrates into the subsurface. Land use describes the activities that take place on the surface or in the shallow subsurface and the type of contaminants that may be present as a result of those activities (i.e., non-point
source potential contaminant sources). Ground-water contribution is the effect of ground
water on surface-water quantity and quality. For these assessments the ground-water
contribution is derived from the unsaturated zone rating described in the ground water inherent vulnerability section of this report. Table 7 includes the characteristics that were evaluated and rated for the inherent vulnerability for each surface water source:
Table 7. Inherent Vulnerability of Surface Water Sources

Surface Water
Source
Characteristics

Higher
Vulnerability

Moderate
Vulnerability

Lower
Vulnerability
Watershed
Classification
WS-IV, WS-V 10
WS-III, WS-II 5
WS-I 1

Intake Location

Direct Stream 8
Class 3
Reservoirs 4
Class 1 and 2
Reservoirs 2

Raw Water Quality
(water plant data)

5

3

1

Watershed
Characteristics
Rating

10

5

1

Totals

33 - 21

20 - 13

12 - 5

PWS ID: 04-96-010 42 July 16, 2015
Susceptibility Rating Methodology
The state assigned a susceptibility rating for each drinking water source that was based on two components, a contaminant rating and an inherent vulnerability rating. Using the results of the evaluations of contaminant rating and inherent vulnerability rating for each public drinking water
source, a susceptibility rating of higher, moderate or lower was assigned to each source
according to the table below:
Table 8. Susceptibility Rating for Public Water Supply Sources
by Combining the Inherent Vulnerability and Contaminant Ratings.
Contaminant
Rating
Inherent Vulnerability Rating
Higher Moderate Lower
Higher H H M
Moderate H M M
Lower M M L

'~ SWAPlnfo 2.0 __±__ [ T I 210 dixie trail Mar-Mac Genoa 0 0.5 lmi DOWNLOAD CSV Incident PWS Sources Get SWAP Reports SWAP Data Info Tool Instructions Contacts Goldsboro Web town Sa Airboro Gol o No features found. PCS Locations Wellhead Protection Are ... Legend All PWS Sources All PWS Sources 2015 Surface Water Community • Surface Water Non-Transient Non-Community Ground Water Community Ground Water Non-Transient Non-Community Ground Water Transient Non-Community Ground Water Adjacent ®

Divider
Page
!!2
Copyright:© 2013 Esri, DeLorme, NAVTEQ, TomTom, NC OneMap, NC Centerfor Geographic Information and Analysis, NC 911 Board
Public Water Supply Water Sources
210 Dixie Trail
0 1 2 3 40.5 Miles
³

Divider
Page
ra •1 • '<nil • " ' 1<> / SO!IDHil ?' c: p:,n ~t.11 • M,n lffUV 11.fVl'W • 11-l ., I C> C.11h1 .. l•u111 :, T l•..tal•1 I " " ,/. ((r,, .. .. b ff ,c;r ; 'l •' I \-b .,,} 'ii r, < ,..,, "''~ -tt ,._"'J "' Ct, .. = } " ------()

Appendix E

PHOTOGRAPHIC LOG

Client Name:
Wayne County Development Alliance
Site Location:
Former Cooper Bussman Manufacturing Facility; Goldsboro, North Carolina
Project No.
201455
Photo No. 1 Date: 10/13/15

Direction of Photo:
East-southeast
Description:
Foreground, left to right in the photograph:
water valve, stormwater
drainage ditch, fire hydrant, storm sewer
manhole (right);
background: overhead powerline and water
vault at the base of the
powerline at the entrance to the subject
property.

Photo No.
2
Date:
10/13/15

Direction of Photo:
East
Description:
Stormwater drainage
ditch, telephone pedestal, and telephone
panel on the
northwesters side of the subject property.

PHOTOGRAPHIC LOG

Client Name:
Wayne County Development Alliance
Site Location:
Former Cooper Bussman Manufacturing Facility;
Goldsboro, North Carolina
Project No.
201455
Photo No.
3
Date:
10/13/15

Direction of Photo:
Northwest
Description:
Stormwater drop inlet
in the parking lot of the property that discharges
into the drainage ditch
on the northwestern side of the subject
property site via a
concrete pipe.

Photo No.
4
Date:
10/13/15

Direction of Photo: Southeast
Description:
Standing water in a
stormwater drainage ditch on the northern side of the property. A
blue-colored sheen was observed on the surface
of the water.

PHOTOGRAPHIC LOG

Client Name:
Wayne County Development Alliance
Site Location:
Former Cooper Bussman Manufacturing Facility;
Goldsboro, North Carolina
Project No.
201455
Photo No. 5 Date: 10/13/15

Direction of Photo:
East
Description: Storm sewer manhole (foreground) and
underground telecommunications cable (background,
opposite the entrance road) on Dixie Trail.

Photo No. 6 Date: 10/13/15

Direction of Photo:
East
Description:
Stormwater drop inlet and stormwater ditch
on Dixie Trail.
Stormwater ditches and drop inlets are common
in the residential
neighborhoods within 1,000 ft of the subject
property to the north
and west.

PHOTOGRAPHIC LOG

Client Name:
Wayne County Development Alliance
Site Location:
Former Cooper Bussman Manufacturing Facility;
Goldsboro, North Carolina
Project No.
201455
Photo No.
7
Date:
10/13/15

Direction of Photo:
North
Description:
A private water supply
well observed on the residential property
located at 213 Dixie
Trail, across from the subject property.
Private water supply
wells were observed on three other residential
properties within a half-mile of the subject property.

Photo No.
8
Date:
10/13/15

Direction of Photo: Southeast
Description:
Roadside stormwater
drop inlet on Shamrock Avenue to the north of the subject property.

PHOTOGRAPHIC LOG

Client Name:
Wayne County Development Alliance
Site Location:
Former Cooper Bussman Manufacturing Facility;
Goldsboro, North Carolina
Project No.
201455
Photo No.
9
Date:
10/13/15

Direction of Photo:
West
Description:
Stormwater drop inlet,
drainage ditch, and overhead powerlines
and telephone lines on
Ball Street, in the residential
neighborhood to the
west of the subject property

Photo No.
10
Date:
10/13/15

Direction of Photo: Northeast
Description:
Storm sewer manhole
and kerbside stormwater drop inlet on Henry Street, south
of the subject property. Overhead lines can be
seen from the road to
the house in the background of the photograph.