REPORT OF SANITARY SURVEY
AREA E-3
MOREHEAD CITY/ATLANTIC BEACH AREA
FEBRUARY 2009 THROUGH FEBRUARY 2014
Prepared 4/14
Approved By: _____________________________
Date: _____________________________
CONTENTS
Executive Summary 1
1.0 Sanitary Survey 1
1.1 Introduction 1
1.2 Shoreline Survey of Sources of Pollution 1
1.3 Hydrographic Factors Responsible for the Spread of Pollution 9
1.4 Bacteriological Survey of Shellfish Growing Waters 10
1.5 Summary of Bacteriological Data Analysis 11
1.6 Overall Evaluation and Recommendation 11
2.0 Area E-3 Conditional Management Plan 12
2.1 Introduction 12
2.2 Management Plan 12
2.3 Implementation of Management Plan 13
2.4 Patrol of Closed Area 14
2.5 Reopening Criteria 14
3.0 Area E-3 Conditional Area Evaluation 14
3.1 Introduction 14
3.2 Compliance With Management Plan 14
3.3 Adequacy of Reporting 15
3.4 Cooperation of Persons Involved 16
3.5 Compliance With Approved Growing Area Criteria 16
3.6 Field Inspection of Pollution Source 16
3.7 Collection of Water Samples 16
3.8 Summary 17
FIGURES
1. Acreage 18
2. Area Map & Station Locations 19
3. All Pollution Sources 21
4. Wastewater 22
5. Marinas 24
6. Stormwater 26
7. Subdivisions 27
8. Animals 29
9. Golf Courses 31
10. Areas of Concern 33
TABLES
1. Sampling Station Descriptions 20
2. Wastewater 23
3. Marinas 25
4. Subdivisions 28
5. Animals 30
6. Golf Courses 32
7. Areas of Concern 34
8. Tides and Salinities 35
9. Temporary Closures 36
10. Conditional Sampling Results 40
11. Rainfall 41
12. Bacteriological Results 47
13. Summary of Bacteriological Results 67
The E-3 area of coastal North Carolina, which includes a portion of Bogue Sound between
Morehead City and Atlantic Beach, lies in the central portion of the state off of the Atlantic Ocean.
Review of the bacteriological data during the time period of this report indicates some overall
improvement in bacteriological water quality. There is an approximate 10 acre area near Hoop Pole
Creek that will be reclassified from Approved to Prohibited and closed to shellfish harvest as a
result of a series of special samples collected there. Additionally, there will be several adjustments
made to the sampling regime in Area E-3.
1.0 SANITARY SURVEY
1.1 INTRODUCTION
The E-3 growing area is bordered in the west by Intracoastal Waterway (IWW) Flashing
Beacon #9 and in the east by Beaufort Inlet, and includes the waters of Bogue Sound,
Tar Landing Bay, Hoop Pole Creek, Peletier Creek, and Spooners Creek. Overall, the
area includes a total of approximately 5,800 water acres (Figure 1). The watershed
includes the communities of Morehead City and Atlantic Beach. Oyster production
within the area is considered fair, while clam production is considered good. See Figure
2 for a map of the growing area, including sampling station locations. Table 1 contains a
description of those sampling stations.
1.2 SHORELINE SURVEY OF POLLUTION SOURCES
Survey Methods
A comprehensive shoreline survey of Area E-3 was completed on December 17, 2013.
Evaluations of properties in the area were conducted by NC Shellfish Sanitation staff to
determine potential sources of pollution entering shellfish growing waters (Figure 3).
New actual and potential pollution sources for this survey were mapped using GPS, and
pollution source data were collected using Trimble’s sub-meter Juno 3B GPS receiver
with EVEREST multipath rejection technology. Data were collected in the SSF format
using real-time corrections from the integrated Wide Area Augmentation System
receiver. The data were post-processed using GPS Pathfinder Tools applications in
order to get the most precise data. Additionally, a Geographic Information System
(GIS) was developed, including pertinent information and digital pictures for each
source.
Area E-3: Morehead City Shoreline Survey
A comprehensive shoreline survey of the mainland portion of Area E-3 was completed
on December 17, 2013. The Carteret County Health Department was notified prior to
the survey, and they have agreed to provide corrective action and follow-up for any
malfunctioning septic systems or illegal on-site wastewater discharges discovered.
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The mainland side of Area E-3 includes the waters of Spooners Creek, Peletier Creek, a
portion of Bogue Sound, and all of the shoreline is contained within the borders of
Morehead City. According to U.S. Census data from 2010, the permanent population
within this portion of the growing area is about 5,000.
Point Source Pollution
Wastewater Treatment Plants – The majority of this area is served by the Morehead
City Wastewater Treatment Plant (WWTP), which is located in and discharges into Area
E-4. There are, however, several lift stations for this plant located within the E-3
growing area (Figure 4). Most of these lift stations include generators, so in the event of
a power outage they should still continue to function.
Since the last triennial survey report was completed in 2010, there have not been any
known collection system malfunctions that resulted in impacts to the E-3 area.
Non-Point Source Pollution
Marinas – Marina facilities are evaluated during the shoreline survey because of their
potential to affect the suitability of adjacent shellfish waters through inputs of both
biological and chemical contaminants. A marina is defined as “any water area with a
structure (dock, basin, floating dock, etc.) which is utilized for docking or otherwise
mooring vessels and constructed to provide temporary or permanent docking space for
more than 10 boats” (15A NCAC 18A .0901). The waters enclosed by a marina are
classified as Prohibited for the harvest of shellfish, and an additional area beyond the
marina can also be classified as Prohibited depending on the number of boat slips
present.
There are 21 marinas or docking facilities within this portion of the growing area, and
there have been a few changes worth noting since the 2010 triennial survey was
completed (Figure 5).
Portside Marina has a pumpout service after several years of planning for it. They have
since received “Clean Marina” status from the Division of Coastal Management (DCM).
A portion of the dockage located at the end of Miami Avenue, on Peletier Creek, is
currently involved in a land dispute. There are 6 slips in question that may have to be
removed, which would reduce the total number at the facility to 10.
Some renovations to replace old and damaged docks have resulted in 2 additional slips
at Coral Bay Marina in Peletier Creek. The total slip count is now at 40.
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The marina at the Harborside Club, also in Peletier Creek, has added another finger slip
bringing the total to 50. The additional slips do not necessitate any action at either of
these facilities as they are both located well within the Prohibited classification.
The marina at the Tide Lines development has not yet been built, and construction does
not appear imminent. The bulkhead and cutout area for the marina was installed
several years ago, but no other work has been done since that time.
Construction of the public restroom facility was completed in 2011 at the public docking
facility on the Morehead City waterfront. There are still plans to add a pumpout to the
docks there, though it has not yet been installed.
Stormwater – Stormwater can adversely impact shellfish growing waters by rapidly
transporting fecal coliform bacteria and other contaminants from the land to the water.
Runoff from commercial areas, residential areas, and roadways is the primary
contributor to bacterial contamination within the waters of E-3 (Figure 6). There have
been no major changes in stormwater drainage patterns since the 2010 survey was
completed.
The eastern end of Morehead City is a primarily commercial-use area, with shops,
restaurants, offices, and parking lots lining the streets. This area is drained by a large
curb and gutter system, which eventually discharges untreated stormwater runoff into
the waters of Bogue Sound.
West of downtown, the majority of Morehead City is more residential-use development,
with old, established neighborhoods lining the water. This area is also drained by a
curb and gutter system, which also discharges untreated stormwater into the waters of
Bogue Sound.
Peletier Creek receives stormwater drainage from a relatively large land area that
includes schools, industrial and commercial areas, roadways, and residential
neighborhoods. The majority of the drainage comes from areas along Arendell Street
and Bridges Street, both heavily used 4-lane roads.
Subdivisions – Subdivisions are noted in the survey as an indicator of population
growth, as well as for their tendency to concentrate potential sources of pollution such
as septic systems, pet wastes, and stormwater (Figure 7). Most of the homes and
neighborhoods in this area are old and established, and not much residential
development has occurred since the last triennial survey.
Spooners Creek West is a new subdivision that was developed in 2010 along existing
roads just west of Spooners Creek. It consists of 29 lots and has 2 new homes.
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Stormwater generated on the northern lots of the development drains to Spooners
Creek, however there are also some lots that are located in the E-2 watershed.
The first three homes in the Shores at Spooners Creek are finally under construction.
The condominiums associated with the development were completed prior to the last
triennial report in 2010, but the 19 residential lots have remained vacant until now. It is
unknown how many homes will be built during this phase of construction.
Tide Lines hasn’t changed since the last triennial survey in 2010 and remains partially
completed. It does not appear as though the subdivision has been abandoned because
it is still being maintained and is not overgrown with vegetation.
Onsite Wastewater – Onsite wastewater systems serve only a few small portions of
this growing area at the western edge of Morehead City and on Radio Island. These
systems were visited during the survey, and were found to be functioning well.
Package Wastewater Treatment Plants – There is one package wastewater treatment
plant located within this portion of the growing area (Figure 4). The Hestron Park
package treatment plant serves the surrounding shopping centers, and has a daily flow
of around 35,000 gallons per day (gpd). After disinfection with chlorine, the wastewater
is discharged onto a rotor field, which appeared to be in good condition when visited.
Waste from the Spooners Creek, Shores at Spooners Creek, and Spooners Creek
North subdivisions is pumped to the package wastewater treatment plant at Brandywine
Bay, which is in growing area E-4, and is discussed in that Sanitary Survey Report.
Wildlife and Domestic Animals – There is relatively little forested land within this
portion of the growing area, so only animals adapted to suburban settings, such as
raccoons, opossums, and rabbits are common. Shorebirds, wading birds, gulls, and
ducks are also common in the creeks and sound, especially during the winter. There
are no animal farms within the E-3 watershed, and domestic animals, aside from
scattered dogs and cats, are not prevalent. Refer to Figure 8 for relevant locations.
Poisonous or Deleterious Substances – Oils, greases, paints, and other chemicals
from boat maintenance and boat washing could potentially have an impact on water
quality throughout much of the closed portions of the growing area, especially within
Peletier Creek and along the Morehead City waterfront.
The North Carolina State Port is located in Morehead City at the eastern edge of the
growing area, and impacts both E-3 and E-4. It has handled an average of just under
two million tons of bulk and breakbulk material/year between 2010 and 2013. Primary
imports include sulfur products, rubber, and scrap metal, and the primary exports are
phosphate and woodchips. The military also uses the port for staging, loading, and
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unloading. The port maintains an extensive stormwater pollution prevention plan which
is on file in the Morehead City Shellfish Sanitation Office, along with a layout of the
stormwater system. All stormwater discharge pipes include shut off valves to prevent
leakage in case of a spill on the property, and many of the storage units include
containment devices to keep any spilled material from running off into the sound.
Despite these safeguards, there is still some risk of bacterial or chemical contamination
from the port, either through illicit discharges from docked ships, waste from birds and
other animals on the property, or from small oil or other chemical leaks that that occur
during normal operation. There is an extensive safety buffer closure extending at least
0.5 miles from the port in all directions however, so any threats to open shellfishing
waters are minimal.
Area E-3: Atlantic Beach Shoreline Survey
A comprehensive shoreline survey of the Atlantic Beach portion of Area E-3 was
completed on December 17, 2013. The Carteret County Health Department was
notified prior to the survey, and they have agreed to provide corrective action and
follow-up for any malfunctioning septic systems or illegal on-site wastewater discharges
discovered.
The Atlantic Beach portion of Area E-3 includes the waters of Tar Landing Bay, Money
Island Bay, and Hoop Pole Creek, as well as a portion of Bogue Sound. Atlantic Beach
is primarily a vacation town, so seasonal populations fluctuate greatly. However, US
Census block data from 2010 indicates a permanent population of just under 2,000
people within this portion of the growing area.
Non-Point Source Pollution
Marinas - There have been a few changes within the marinas and dockages of Atlantic
Beach since the 2010 survey was completed (Figure 5).
A new dockage was constructed in one of the Atlantic Beach canals in 2011. Sleepy
Creek Farms Dockage consists of 20 finger slips and is used primarily by the owners
and guests of the new condos on the property. It is located between Anglers Cove
Marina and the Seascapes Condominium Dockage, well within the permanent closure
for that area.
A completely new dockage has been constructed at the Coral Bay Club, on Hoop Pole
Creek, in the same location as the old one. The new facility however, consists of 18
slips, which is an additional 4 from the previous layout.
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In addition, the Coral Cay Dockage, located adjacent the Coral Bay Club, has also
completed a new docking facility in place of their old one. This new structure consists of
16 slips, instead of the old number of 14.
Adjacent the Coral Cay Dockage, the Bogue Shores Dockage added 1 additional slip to
bring their total slip count to 11. These three dockage facilities are located within the
same buffer closure area, and although there has been an increase of 7 total slips
among them, the current closure area is still sufficient to account for the total number of
slips (35).
The Pinnacle Marina has a storm damaged slip that has not yet been repaired and
remains unusable. It is not known if it will be repaired at all or just removed. The total
slip count at this facility (including the damaged slip) is 13.
Subdivisions - Housing density is extremely high throughout much of Atlantic Beach,
especially in the areas surrounding the Atlantic Beach canals and the town center
(Figure 7). There are also numerous condominium developments around the town.
This high housing density and the associated stormwater runoff undoubtedly has an
impact on water quality in the area, especially in the summer months when many of the
homes are used.
The Grove, which is the name of the Atlantic Beach Circle redevelopment project that
has been in the planning stages for nearly a decade is finally underway with the
construction of the WWTP (mentioned later in this report) and the first of the single
family residences. Some work was done several years ago which included removal of
some of the old structures, new sidewalks, and repaving of the streets, however no
further work was done until it started back up last year. The redevelopment plans have
changed over the years since they were first created, but when completed will include a
variety of housing options, shops, restaurants, and some family entertainment, while
maintaining the public beach access in that area. The project is believed to take about
10 years to complete.
Otherwise, there has been very little growth within this portion of the growing area since
the last triennial in 2010, and no new subdivisions or condominium complexes have
been built.
Onsite Wastewater – Onsite wastewater systems serve the majority of private
residences on Atlantic Beach. Many of these systems were visited during the shoreline
survey, and were found to be functioning properly.
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There are several restaurants in Atlantic Beach that, due to small lot sizes, cannot
maintain adequately functioning onsite wastewater systems. These restaurants,
including The Channel Marker, McCurdy’s, El Zarape, Beach Tavern, and Amos
Mosquito’s, are all permitted by the local health department for pump-and-haul service.
The Channel Marker actually maintains their own pump-and-haul truck, which remains
on site and pumps as needed, and all others have contracts with local waste hauling
services for regular pumping.
Package Wastewater Treatment Plants – There is no centralized sewer system on
Atlantic Beach, so many of the hotels and larger condominium complexes instead rely
on individual package treatment plants for wastewater disposal. Many of the plants
within this area have undergone extensive renovations or been replaced in the last
several years, and many of the issues noted in past triennial survey reports have since
been resolved. However, some problems still exist. The new plant at Dunescape
Condominiums has still not been completed after beginning construction in 2010. There
have been problems with contractors and engineers as well as extensive delays, but the
current plan is to be online with the new plant by May of 2014. The new plant will be
made of concrete, and will include extended aeration with tertiary filters and UV
disinfection. The operator is also hoping the rotary sprayers will be replaced with the
high rate infiltration spray heads in the disposal field. The existing plant is in very poor
condition and is currently receiving notices of violation (NOVs) for some groundwater
issues. Were the existing plant to experience any serious malfunctions before the new
plant is ready, wastewater would most likely impact the Conditionally Approved Closed
waters of Hoop Pole Creek.
A new plant the US Coast Guard Station went online in 2010 and the old one was
removed. The new plant has a dual path extended aeration treatment process with
advanced nutrient removal capabilities and tertiary filters and uses chlorine for
disinfection. The old low pressure pipe (LPP) fields were also replaced with 2 new ones
for subsurface disposal. The new plant is permitted to handle a flow rate of 10,000 gpd
and is currently averaging flow rates at about 5,000-6,000 gpd. The operator of the plant
has not reported any problems since it went online.
A new plant has been built near the entrance to the Atlantic Beach Circle and will be
used to treat wastewater from all the planned development (The Grove) in that area as
it is completed over the next several years. It will also likely serve a few of the
surrounding businesses in that area. The plant is an activated sludge treatment plant
with denitrification and UV disinfection. It is permitted for a flow of 120,000 gpd and will
use drip irrigation for subsurface disposal. The plant is not yet online and it is not known
when it will receive enough flow to be able to run efficiently as the development is in the
very early stages.
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The small plant that serves the AmeriSuites hotel along the Pine Knoll Shores/Atlantic
Beach border continues to operate at full capacity during the summer months. Despite
these high flows, however, the plant has been functioning well, and there are no plans
to upgrade or replace the facility.
Repairs and improvements have continued at the Island Beach and Racquet Club plant.
A new catwalk has been constructed between the tanks and with the improvements
made prior to the last triennial survey in 2010 the plant is functioning much better. They
still hope to have a plan for replacement in the near future.
The Atlantic Station plant, which was experiencing some problems with the rotary fields
according to the last triennial report, has made all necessary repairs and the plant is
currently functioning well.
The plant at “A Place at the Beach III” was built in 2007 and since that time all 18
pumps have had to be replaced at different times. Despite the problem with pumps
wearing out the plant continues to function well.
The remaining plants in this portion of E-3 have not experienced any changes since the
last triennial report.
Stormwater – Stormwater can adversely impact shellfish growing areas by rapidly
transporting fecal coliform bacteria and other contaminants from the land to the water.
Runoff from roadways and residential areas is the primary contributor to fecal coliform
levels throughout the Atlantic Beach portion of Area E-3 (Figure 6).
Some of the residential areas and roadways surrounding the center of Atlantic Beach
experience flooding problems during periods of heavy rain. In most cases, the
floodwaters are pumped to large infiltration basins among the dunes along the ocean
front, which is well away from any shellfishing waters. In other cases, a system of
ditches, curb and gutter systems, and pipes rapidly conveys the floodwaters into the
waters of E-3. All of these outfalls discharge into Prohibited waters.
The main road through Atlantic Beach is drained through a combination of curb and
gutter, pipe, and ditch systems that convey stormwater into the sound. The majority of
these discharges travel through marshland before reaching shellfishing waters, so most
likely receive some treatment before impacting the water quality.
There is a pump station located just west of the Atlantic Station Shopping Center that is
used to move stormwater and groundwater into a ditch that eventually drains into a
marshy area around Hoop Pole Creek. On the east and north sides of the shopping
center there are a few drains (stormwater points) which allow stormwater to flow into the
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marsh area behind the shopping center. Currently there is a temporary closure in place
for the small tributary that runs along the east side of the shopping center, due to high
bacteria counts determined by some recent special sampling of that area.
Most of the stormwater from the western portion of the growing area flows through a
series of ditches and pipes to ponds within the golf course at the Country Club of the
Crystal Coast. Water from these ponds is used to irrigate the course, and there are no
discharges into shellfishing waters.
Wildlife and Domestic Animals – There are very few wild animals within the Atlantic
Beach area, aside from raccoons, opossums, and other small mammals. Shorebirds,
gulls, and ducks are common within the marshes and the sound, especially in the winter
months. There are also several flocks of semi-domesticated ducks that live in and
around the Atlantic Beach canals. Aside from scattered cats and dogs, domestic
animals are not prevalent within the area.
Poisonous or Deleterious Substances – Due to the density of marinas and private
boat docks, oils, greases, paints, and other chemicals from boat washing and
maintenance have the potential to impact the E-3 growing area within and around the
closed shellfishing areas in the Atlantic Beach canals.
The US Coast Guard Station stores and utilizes some hazardous materials within their
facility. These materials are stored in a building located away from the water that
contains a concrete retention basin, so should any spills occur, they would most likely
be contained and would not impact the growing area.
Otherwise, poisonous or deleterious substances are not a risk within this portion of the
growing area.
1.3 HYDROGRAPHIC FACTORS RESPONSIBLE FOR THE SPREAD OF POLLUTION
Currents and tides in the E-3 area are primarily influenced by Beaufort Inlet. Salinities
are generally high, and ranged from 24 to 37 during the time frame of this report (Table
8).
Stormwater runoff is one of the major sources of contamination within the area. The
Conditionally Approved Open portions of E-3 extend from the Intracoastal Waterway to
the mainland, and are closed following a rainfall event of 2.5 inches or greater within a
24-hour period. Overall, the waters of E-3 were temporarily closed 20 times for a total
of 121 days during the period covered within this survey (Table 9). Six of these
closures, totaling 45 days, were due to extremely heavy rainfall associated with
hurricanes or tropical storms, while the remaining closures were due to individual rainfall
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events that exceeded the management criteria. Sampling data used to reopen waters
after temporary closures is contained in Table 10.
There is one small, 25-acre portion of Hoop Pole Creek that is classified primarily as
Conditionally Approved Closed. This area is typically closed to shellfish harvest, but
can be opened when favorable weather conditions make non-point source
contamination unlikely. During these periods, water and meat samples can be taken,
and if both meet the criteria for Approved status, the area is temporarily opened to
shellfishing until 0.5 inches or greater of rain is received within a 24-hour period, or until
0.75 inches or greater of rain is received within a 48-hour period. There have been no
temporary openings of the Conditionally Approved Closed waters of E-3 within the time
frame covered by this report.
There are currently two rain gauge stations within the E-3 area, including one in Pine
Knoll Shores, and one at the Marine Fisheries Building in Morehead City. These
stations, along with rain gauges in neighboring Area E-2, provide adequate rainfall
information for the management of Growing Area E-3 (Table 11). Monthly rainfall
averaged to be 4.29” during the time period of this report.
1.4 BACTERIOLOGICAL SURVEY OF SHELLFISH GROWING WATERS
The monitoring of Area E-3 adheres to the systematic random sampling strategy
outlined by the National Shellfish Sanitation Program (NSSP), and consists of 30
sample sets from 39 sampling stations (Figure 2).
The bacteriological survey covered within this report includes water samples taken
between 2/12/2009 and 2/18/2014. Water samples were collected and analyzed for
fecal coliform bacteria in compliance with the systematic random sampling regime.
Table 12 lists, for each individual sampling station, the date the sample was obtained,
the tidal cycle upon which the sample was taken, and the ambient salinity. Fecal
coliform Most Probable Number (MPN) and summary statistics are included as well.
At the time of the last Sanitary Survey in 2010, 4 of the 39 stations monitored within E-3
exceeded approved criteria. Currently, only 1 of the 39 sampling stations exceeds the
NSSP standards for Approved status. Station #45, located at the mouth of Peletier
Creek, has a geometric mean of 11.60 and exceeds approved criteria with an estimated
90th percentile of 55. At the time of the last survey, station #45 had a geometric mean of
19.02 and an estimated 90th percentile of 93.
Other stations that have shown improvement in bacteriological water quality statistics
include station #1 in Spooners Creek, station #6 by the Coral Bay Dock in Hoop Pole
Creek, and station #10 in the Atlantic Beach canal. Each of these stations exceeded at
the time of the last survey with estimated 90th percentile values of 84, 56 and 47
10
respectively. Each of these stations now meets standards with estimated 90th percentile
values of 40, 41 and 30 respectively. These stations and others that are located in
closed shellfishing areas, that meet approved criteria, will be left closed as these are
areas that either serve as a closed area buffer for marinas or during rain events.
A series of special samples were collected in the Hoop Pole Creek area canal behind
the Atlantic Station shopping center in response to a complaint. Thirty-four special
samples were collected in this previously open shellfishing area between 12/2/13 and
5/15/14. A temporary closure was put into effect after elevated results were first
reported on 12/3/13, and an expanded temporary closure was put into effect after the
12/10/13 results were reported. The samples, which were collected during both wet and
dry weather periods, ranged from 2.0 fecal coliform/100 ml Most Probable Number
(MPN) to >1,600 fecal coliform/100 ml MPN. The temporary closure remains in effect at
the time of this report.
1.5 SUMMARY OF BACTERIOLOGICAL DATA ANALYSIS
The bacteriological survey for Area E-3 indicates overall improvement in the current
stations’ bacteriological water quality throughout the area. The only current station that
exceeds the standards for Approved status is located in waters classified as Prohibited
and is closed to harvest. Table 13 provides a summary of bacteriological data for all
stations within the growing area.
1.6 OVERALL EVALUATION AND RECOMMENDATIONS
A permanent shellfish closure will be put into place as a result of the special samples
collected in the Hoop Pole Creek area canal behind the Atlantic Station Shopping
Center. This area comprises approximately 10 water acres. The samples showed
elevated results during both wet and dry weather conditions. The following waters will
be reclassified from Approved to Prohibited:
All those waters in the Hoop Pole Creek area upstream of a line beginning on a
point of marsh at 34°42.4519’ N -76°45.1967’ W; running southeasterly across
the bay to a point of marsh at 34°42.4429’ N -76°45.1829’ W; running
southeasterly following the shoreline to a point at 34°42.4069’ N -76°45.1285’ W;
running southeasterly across the creek to a point 34°42.3984’ N -76°45.1098’ W
on the eastern shore.
Although preliminary investigation has occurred, a more comprehensive survey of this
area is scheduled to try and determine a cause for the elevated results. Additionally, a
new permanent sampling station will be attempted to be added in the bay between this
closure line and station #8 in order to ensure the closure is adequate. Another new
permanent station will be added approximately 500 yards southwest of station #8 in
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order to monitor the small bays near the Cottages at Bay Ridge common area and
gazebo.
A few other changes in the sampling regime will occur in order to more efficiently
monitor the area for changes in bacteriological water quality. Stations #5, #10B, #23,
#34, #48A, and #48B will be deleted due to adequate coverage by other nearby
stations.
2.0 CONDITIONAL AREA MANAGEMENT PLAN
2.1 INTRODUCTION
Area E-3 is composed of all the waters of Bogue Sound from Beaufort Inlet, west to
Intracoastal Waterway (IWW) Flashing Beacon #9. Included in these waters are Tar
Landing bay, Money Island Bay, Fish-N-Lake, Hoop Pole Creek, Peletier Creek, and
Spooners Creek. The watershed for E-3 is relatively small compared to the size of the
area. Oyster production is considered fair, and clam production is considered good
throughout the area. See Figure 2 for an area map and Table 1 for a description of
sampling station locations.
The portion of Area E-3 classified as Conditionally Approved that is normally open to
shellfish harvesting includes all those waters from the IWW to the mainland between the
permanent closure of the Morehead City waterfront, and Flashing Beacon #9, excluding
all creeks and tributaries. The Hoop Pole Creek portion of the area is closed to shellfish
harvesting and is also classified as Conditionally Approved. This area can be opened to
shellfish harvesting on a temporary basis after meeting management plan criteria. There
have been no temporary openings during the time period of this report.
2.2 MANAGEMENT PLAN
For coastal North Carolina, rainfall resulting in significant runoff is the element having
the most detrimental effect on growing area water quality. The conditionally approved
open waters of Area E-3 are normally open to shellfish harvesting and will be
recommended closed after 2.5 inches of rain or greater within 24 hours. When such a
rain event occurs, the following closure will be recommended:
Bogue Sound: All those waters from IWW to the mainland between the
permanent shellfish closure at the Morehead City waterfront and the Emerald Isle
High Rise Bridge.
This closure also includes waters in Areas E-1, E-2, and D-4. This area will remain
closed until such time as the rainfall event has ended, sampling indicates water quality
meets approved area criteria, and shellfish have had sufficient time to cleanse.
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The Hoop Pole Creek area is normally closed to shellfish harvesting and is also
classified as Conditionally Approved. This area is opened to shellfishing on a temporary
basis during periods of favorable weather conditions, which make nonpoint source
contamination unlikely. Sampling is conducted of both water and shellfish meats prior to
recommending a temporary opening. Sampling will continue after the opening with the
frequency determined by the area and hydrographic and meteorological conditions.
Closure of the temporarily opened area will be recommended after 0.5 inches of rain
within a 24-hour period or 0.75 inches of rain within a 48-hour period. Recommended
closures are immediate.
The conditionally approved closed portion of Area E-3 consists of the following area:
All those waters in Hoop Pole Creek upstream of a line beginning at a point 34˚
42.1465’N - 76˚46.1560’ W on the west shore; running easterly to a point 34˚
42.1558’ N - 76˚ 46.1146’ W on the marsh island; running northerly following the
shoreline of the marsh island to a point 34˚ 42.1533’ N - 76˚ 45.9362’ W; running
easterly to a point 34˚ 42.1521’ N - 76˚ 45.9084’ W on the east shore.
One rain gauge station has been established in Area E-3 at the Morehead City Marine
Fisheries Office. An additional station has been established within Pine Knoll Shores.
Rainfall information is collected daily and monthly tally sheets are recorded. Rainfall
amounts are also called into the DMF Communications Center in Morehead City and
are checked by Shellfish Sanitation personnel to determine if closures are needed.
During extremely heavy rainfall events or unusual storm events, additional waters in the
E-3 area can be temporarily closed. These types of events would be classified as public
health emergencies and would bring about immediate emergency closures. A public
health emergency means any condition that may immediately cause shellfish waters to
be unsafe for the harvest of shellfish for human consumption.
2.3 IMPLEMENTATION OF MANAGEMENT PLAN
If the rainfall level in the management plan for the area is exceeded, a proclamation is
issued by DMF resulting in an immediate closure of the area. The proclamation is
issued by fax, mail, email or by area law enforcement officers who in turn distribute it to
local establishments in the affected area for public notification.
After hours and on weekends, Shellfish Sanitation personnel will be in contact with rain
gauges contacts and with the DMF Communications Center for information regarding
rainfall reports. The DMF Communications Center is on duty 24 hours per day.
13
2.4 PATROL OF CLOSED AREA
Patrol of shellfish harvesting areas is the sole responsibility of the Division of Marine
Fisheries Marine Patrol Section. For information regarding enforcement of closures and
patrol of closed areas, see the Patrol Policy of the DMF Marine Patrol Section.
2.5 REOPENING CRITERIA
After the rainfall event has ended and sufficient time has elapsed to allow the area to
return to normal, the temporarily closed area will be sampled. If the results indicate fecal
coliform levels to be acceptable, a proclamation is issued to reopen the area. DMF
issues and distributes the proclamation. In accordance with 15A NCAC 113-221 of the
DMF rules, a 12-hour notification is required for reopening of closed shellfishing areas.
3.0 CONDITIONAL AREA EVALUATION
3.1 INTRODUCTION
The National Shellfish Sanitation Program (NSSP) Conditionally Approved classification
for shellfish growing waters allows the utilization of valuable shellfish resources by
permitting harvesting when environmental conditions cause fecal coliform levels to be
satisfactory in areas that would otherwise be closed to the harvesting of shellfish. In
order for the State to be in compliance with NSSP guidelines, conditionally approved
areas must be evaluated yearly in accordance with Model Ordinance, Chapter IV, @ 03,
C., (3), (a) and (b) of the NSSP Guide For The Control Of Molluscan Shellfish. This
report is intended to comply with that portion of the NSSP yearly evaluation of the
Conditionally Approved area for the Morehead City/Atlantic Beach area, E-3, in Carteret
County. Each of the six required elements of the evaluation will be included in this
report.
3.2 COMPLIANCE WITH MANAGEMENT PLAN
The monitoring of Area E-3 adheres to the systematic random sampling strategy
outlined by the NSSP, and consists of 30 sample sets from 39 sampling stations located
throughout the area (Figure 2/Table 1). The area has also been sampled in accordance
with management plan criteria for the conditionally approved classification of the NSSP.
Rain events that exceed management plan criteria of 2.5 inches of rain within a 24-hour
period result in a temporary closure of the conditionally approved area. Table 9
contains a list of temporary closures of Conditionally Approved waters that have
occurred within E-3 during this survey period. Several rain events were shown to
exceed 2.5 inches on the Pine Knoll Shores rain gauge during this period that did not
result in a closure of the mainland Conditionally Approved waters. Rainfall of 2.5 inches
was recorded on the calendar for 7/14/10 when it was received at a later date. This
14
appears to have been an isolated storm localized to Pine Knoll Shores and away from
the Conditionally Approved waters near the mainland.
A rainfall amount of 4.5 inches was recorded on the Pine Knoll Shores calendar for
7/22/12. Again, this was an isolated storm as an amount of only 0.3 inches was
recorded across the sound on the mainland. An amount of 2.75 inches was recorded on
the calendar for 9/2/13. When the rain gauge was contacted that morning, only 2.30
inches was reported. Two other events were shown to be rain events isolated to Pine
Knoll Shores according to radar maps. Rain amounts of 3.5 and 3.0 inches were
recorded on the calendar for 1/11/14 and 1/14/14, but the mainland rain gauge only
read 1.7 and 1.55 inches.
In order to detect all future events that exceed management plan criteria, calls are made
to the rain gauge locations after any significant rain event. It is also requested that the
rain gauge contact persons call the office after rainfall amounts that exceed the
management criteria. Additional resources are now being used to determine the
locations and amount of precipitation, such as the NOAA National Weather Service and
other commercial weather websites. Additionally, plans are now made to have someone
available to check the rain gauge totals on weekends.
Over the time period covered within this report, portions of this area have been closed
20 times for a total of 121 days. Adequate water samples were obtained prior to
reopening after these rainfall events (Table 10), to ensure that bacteriological water
quality was sufficient to protect public health according to the plan criteria.
There is also one Conditionally Approved area within E-3 that is normally closed to
shellfishing and can be temporarily opened when weather conditions are favorable and
when water and shellfish samples are suitable. There have been no temporary
openings of this area during the time period of this report.
3.3 ADEQUACY OF REPORTING
For coastal North Carolina, rainfall and the resultant runoff is the event most detrimental
to shellfish water quality. Currently, all management plans for conditionally approved
waters are dependent upon the amount of rainfall received within the watershed of a
particular growing area. The process of developing management plans for conditionally
approved areas is complex. Rainfall amounts can vary tremendously, and there are
often significant differences in accumulation within a small area. Current procedures for
obtaining rainfall data include the use of local volunteer rainfall stations, as well as
NOAA and other commercial weather websites. Rainfall accumulations recorded at the
various rain gauges are included in Table 11.
15
3.4 COOPERATION OF PERSONS INVOLVED
The conditionally approved area concept is a cooperative effort involving the Marine
Patrol and Shellfish Sanitation Sections of the Division of Marine Fisheries (DMF). The
Shellfish Sanitation Section is responsible for monitoring conditionally approved growing
areas and developing management plans. Patrol of shellfish harvesting waters is the
sole responsibility of the DMF Marine Patrol. The administrative procedures to
implement these actions are outlined in a memorandum of understanding between the
Division of Marine Fisheries and the Shellfish Sanitation Section. No major problems
have occurred with implementing the conditionally approved area concept in North
Carolina.
Rainfall information is gathered from various individuals throughout the state including
private citizens, DMF marine patrol and Shellfish Sanitation personnel. Additional
resources are used to determine the amount and locations of precipitation, such as the
NOAA National Weather Service precipitation website.
3.5 COMPLIANCE WITH APPROVED GROWING AREA CRITERIA
Review of the bacteriological data collected for Area E-3 indicates overall improvement
in bacteriological water quality since the last Sanitary Survey Report. The only sampling
station currently exceeding NSSP approved criteria is located in waters classified as
Prohibited and closed to shellfish harvest.
3.6 FIELD INSPECTION OF POLLUTION SOURCES
A comprehensive shoreline survey of the E-3 area was completed in 2013, in
accordance with the requirements of the NSSP “Guide for the Control of Molluscan
Shellfish,” Chapter IV, @ .03. Additionally, annual surveys are completed in years
where a comprehensive survey is not completed.
3.7 COLLECTION OF WATER SAMPLES
During the time period of this report, Area E-3 has been sampled in accordance with the
management plan criteria of the area as required by the conditionally approved
classification of the NSSP. Area E-3 current adheres to the systematic random
sampling strategy outlined by the NSSP, and consists of 30 sample sets from each of
39 stations located throughout the area.
The bacteriological survey covered within this report includes water samples gathered
between 2/12/2009 and 2/18/2014. During that time period samples were collected
during periods that the waters were open to shellfish harvesting, and were analyzed for
fecal coliform bacteria in compliance with the systematic random sampling regime.
Table 12 lists, for each individual sampling station, the date the sample was obtained,
16
the tidal cycle upon which the sample was taken, and the ambient salinity. Fecal
coliform MPN and summary statistics are listed here as well.
In addition, 67 bacteriological samples were collected and analyzed as part of the
conditional and temporary area sampling for E-3 (Table 10).
3.8 SUMMARY
The Conditionally Approved area classification of the NSSP provides a way to utilize a
resource for direct market purposes that would otherwise only be available for relaying
or depuration. Refinement of management plans is critical to assure that shellfish
harvested from the conditionally approved growing areas are taken from waters that
meet approved area criteria.
The current Conditional Area Management Plan for Growing Area E-3 appears to be
working properly, and no changes will be recommended at this time.
17
Figure 1: Acreage
REGION: (All) County: (All) Growing Area: E3
Classification Acres Percent of Total
Approved 3,721.65 64.1%
Conditionally Approved - Open 624.73 10.8%
Conditionally Approved - Closed 55.37 1.0%
CSHA - Prohibited 1,407.11 24.2%
Total 5,808.86 100.0%
Status Acres Percent of Total
Open 4,346.39 74.8%
Closed 1,462.48 25.2%
Total 5,808.86 100.0%
64.1%
10.8% 1.0%
24.2%
Shellfishing Water
Classification Acreages
Approved (3,721.65 acres)
Conditionally Approved - Open (624.73 acres)
Conditionally Approved - Closed (55.37 acres)
CSHA - Prohibited (1,407.11 acres)
74.8%
25.2%
Shellfishing Water
Closure Acreages
Open (4,346.39 acres)
Closed (1,462.48 acres)
18
Sampling Stations
6
6B 18 21 42A 42 41 20
15 19 44A 40 8 10B
10 11 13
10A
7 34 23 24
35 49
2 5 48C 48 37 36
50 46 47 52 48B 1 51 45
48A
Copyright:© 2013 National Geographic Society, i-cubed
E-3
Growing Area:
Shellfishing Water
Sampling Stations
:
North Carolina
E-3 Growing Area
South
Carolina
Virginia
A t l a n t i c
O c e a n
North Carolina Department of
Environment and Natural Resources
Division of Environmental Health
Shellfish Sanitation and
Recreational Water Quality Section
April 15, 2014
Legend
Sampling Stations
Shellfish Growing Area Boundaries
14-digit Hydrologic Units
Shellfish Growing Area Classifications
Approved
Conditionally Approved-Open
Conditionally Approved-Closed
Prohibited
0 0.5 1
Miles
#
48
48B 48A
Inset Map #1
Inset Map #1
0 150 300
Yards
19
Area E-3 Sampling Station Descriptions Table 1
Station Description
1 In Mouth of Spooners Creek
2 Flashing Beacon #9 - Intracoastal Waterway
5 Flashing Beacon #6
6 By Coral Bay Dock
6B Outside Closure Line - North of Station #6
7 In Hoop Pole Creek - East End of Hoop Pole Island
8 In Cedar Hammock Creek
10 Coopers Camp
10A Outside New Closure Line
10B South of Station #10 In Canal
11 Mouth of Creek East of PA Smith Restaurant
13 By Flemings Restaurant
15 By Tom Mills Cottage
18 Mouth of Creek Leading to 8 1/2 Marina
19 650 Yards East By North of Station #18
20 Mouth McClamrock Slough
21 Tar Landing Bay
23 By Flashing Beacon #2 - Intracoastal Waterway
24 By Flashing Beacon MC - Intracoastal Waterway
34 South Side of Channel By Day Beacon #5A
35 North Side of Channel; 750 Yards East of Highway Bridge
36 North Side of Channel; 200 Yards West of Beach Bridge
37 North Side of Channel By H. Hamilton Restaurant
40 Drum Shoal Channel - West End of Hoop Pole Island
41 900 Yards West By North of Mouth of Coral Bay Creek
42 1600 Yards West By North of Station #41
42A Approximately 600 Yards West of Station #42 Off Golf Course
44A Off Mouth Triple S Marina
45 Mouth of Peletier Creek
46 Off Bluffs Condo
47 250 Yards East of Peletier Creek
48 Off Camp Glenn
48A Marine Fisheries Boat Ramp
48B Marine Fisheries Hangar Near Shore
48C C-MAST Building Near Shore
49 350 Yards North of Flashing Beacon #4; At "Y" Morehead Harbor
50 500 Yards From Day Beacon #8; Course 302˚M. MM#210
51 Pink House Inshore of Day Beacon #8
52 200 Yards North-Northwest of Beacon #6
20
Pollution: All Sources
6
6B 18 21
42A 42 41 2044A
15 19 40 10B
8
10 11 13 10A
7 34 23 24
35 49
2 5 48C 48 37 36 50 52 48B 1 51 46 47 45
48A
Copyright:© 2013 National Geographic Society, i-cubed
E-3
Growing Area:
Actual and
Potential
Pollution
Sources
:
North Carolina
E-3 Growing Area
South
Carolina
Virginia
A t l a n t i c
O c e a n
North Carolina Department of
Environment and Natural Resources
Division of Marine Fisheries
Shellfish Sanitation and
Recreational Water Quality Section
April 15, 2014
Legend
Animals
Areas of Concern
Dockage
Golf Courses
Stormwater
Subdivisions
Wastewater
Sampling Stations
Shellfish Growing Area Boundaries
14-digit Hydrologic Units
Shellfish Growing Area Classifications
Approved
Conditionally Approved-Open
Conditionally Approved-Closed
Prohibited
0 0.5 1
Miles
#
21
Pollution: Wastewater
36 35 34
41
45
918 46
919
1
2
3
38
40
42
43
44
37
39
8
9
10
19 18
20
21
22
23
912 911 6
7
13 12
4
5
11
14
15
16
24
25
26 27
28
29
31 30
32
1079 33
1080
Copyright:© 2013 National Geographic Society, i-cubed
E-3
Growing Area:
Wastewater
:
North Carolina
E-3 Growing Area
South
Carolina
Virginia
A t l a n t i c
O c e a n
North Carolina Department of
Environment and Natural Resources
Division of Environmental Health
Shellfish Sanitation and
Recreational Water Quality Section
April 15, 2014
Legend
Wastewater
LIFTSTATION
PACKAGE PLANT
SEPTIC FAILURE
OTHER- SEE COMMENTS
Shellfish Growing Area Boundaries
14-digit Hydrologic Units
Shellfish Growing Area Classifications
Approved
Conditionally Approved-Open
Conditionally Approved-Closed
Prohibited
0 0.5 1
Miles
8
10
18
19
20
21
22
911 23
6
7
12
13
5
14 11
15 16
24
26
33
1079
1080
Inset Map #1
Inset Map #1
0 500 1,000
Yards
22
Table 2: Wastewater
SGA index Type Name Comments
Morehead City Side
1 liftstation Morehead City Pump Station #14A -
2 liftstation Morehead City Pump Station #14 -
3 liftstation Morehead City Pump Station #15 -
4 WWTP Hestron Park WWTP Extended aeration,rotor field disposal
34 liftstation Morehead City Pump Station #1 -
35 liftstation Carteret Comm. College Lift Station -
36 liftstation Morehead City Pump Station #11 -
37 liftstation Morehead City Pump Station #13 -
38 liftstation Morehead City Pump Station #12 -
39 liftstation Morehead City Pump Station #12A -
40 liftstation Morehead City Pump Station #12B -
41 liftstation Morehead City Pump Station #2 -
42 liftstation Carolina Water Services Lift Station #13 -
43 liftstation Carolina Water Services Lift Station #12 -
44 liftstation CWS - The Shores Lift Station -
45 liftstation Morehead City Pump Station #22 -
46 liftstation Morehead City Pump Station #3 -
919 liftstation Carteret Comm. College Lift Station #2 -
Atlantic Beach Side
5 WWTP 8 1/2 Marina Village WWTP LPP subsurface disposal
6 liftstation 8 1/2 Marina Village Lift Station -
7 liftstation 8 1/2 Marina Village Lift Station -
8 liftstation Cottages at Bay Ridge Lift Station -
9 liftstation Coral Bay Ridge Lift Station -
10 liftstation Needlerush Bay Lift Station -
11 WWTP Tar Landing Villages WWTP Dual Path Extended Aeration, conventional subsurface disp.
12 liftstation Southwinds Lift Station -
13 liftstation A Place at the Beach Lift Station -
14 WWTP A Place at the Beach WWTP Mixed Media Recip Filter System, high-rate infiltration
15 WWTP Sea Spray WWTP Sequencing Batch Reactor, subsurface LPP disposal
16 WWTP Southwinds WWTP Extended Aeration, subsurface drip disposal
18 liftstation Palm Suites Lift Station -
19 liftstation Atlantic Station Lift Station #4 -
20 liftstation Atlantic Station Lift Station #5 -
21 liftstation Atlantic Station Lift Station #3 -
22 liftstation Atlantic Station Lift Station #2A -
23 liftstation Atlantic Station Lift Station #1 -
24 WWTP Atlantic Station WWTP Extended aeration, rotary field disposal
25 WWTP Island Beach & Raquet Club WWTP
26 WWTP Peppertree Resort WWTP Extended aeration w/ tertiary filters, subsurface drip disposal
27 WWTP US Coast Guard WWTP New in 2010, extended aeration, dual subsurface LPP disposal
28 liftstation USCG Pump Station #3 -
29 liftstation USCG Pump Station #2 -
30 liftstation USCG Pump Station #1 -
31 WWTP AmeriSuites WWTP Extended aeration, subsurface LPP
32 WWTP Dunscape WWTP New plant to be online in 2014, extended aeration, rotary fields
33 WWTP Sands Villas WWTP Sequencing Batch Reactor, high-rate infiltration
911 liftstation Atlantic Station Lift Station #2 -
912 liftstation Bogue Shores Lift Station -
WWTP Atlantic Beach Circle WWTP New, not yet online. Subsurface drip disposal
23
Pollution: Dockage
24 26 25
27
39
40
41
577 42
36 33
37
38
1
4
28
29
30
32 31 34
35
2
3
15
575
617
14
18
19
21 22
6
8
572
573
5
7
10 911
12 13
16 17
20
574
23
Copyright:© 2013 National Geographic Society, i-cubed
E-3
Growing Area:
Dockage
:
North Carolina
E-3 Growing Area
South
Carolina
Virginia
A t l a n t i c
O c e a n
North Carolina Department of
Environment and Natural Resources
Division of Environmental Health
Shellfish Sanitation and
Recreational Water Quality Section
April 15, 2014
Legend
Dockage
Shellfish Growing Area Boundaries
14-digit Hydrologic Units
Shellfish Growing Area Classifications
Approved
Conditionally Approved-Open
Conditionally Approved-Closed
Prohibited
0 0.5 1
Miles
33
38
1
28
29
30
32 31 34
35
4
2
3
15
575
617
6
5
7
9
10
11
12
13
16
17
20
574
Inset Map #1 Inset Map #2
Inset Map #1
Inset Map #2
0 250 500
Yards
0 500 1,000
Yards
24
Table 3: Marinas
SGA index Marina Name Total Slips Pumpout Comments
Morehead City Side
1 Coral Bay Marina 40 No Minor renovations resulted in 2 additional slips
20 Harbor Master Marina 32 No -
24 Morehead Gulf Docks 15 No -
25 Radio Island Marina 34 No -
26 Radio Island Yachting and Boating Club 80 Yes -
27 Russell Yachts 6 No Working boatyard
28 Peletier Creek Marina 12 No -
29 Taylor Boat Works 8 No Working boatyard
31 Daniels Marina 34 No Renovations to replace some old or damaged docks, no change in slips
32 Mariner Cove Marina 23 No -
33 Miami Ave. Dockage 16 No Currently involved in a land dispute, may lose 6 slips on west side of property
34 70 West Marina 24 No No permanent slips, all slips for loading/unloading from drystack
35 The Harborside Club Marina 50 No 1 additional slip since last triennial
36 Spooners Creek North 30 No -
37 Spooners Creek Marina 89 Yes -
38 The Bluffs Marina 26 No Meets exemption requirements
39 Leeward Harbor 30 No -
40 Tide Lines Marina 28 Yes Proposed, still not completed
41 Portside Marina 27 Yes Clean Marina, recently added pumpout
42 Dockside Yacht Club 83 Yes -
577 Morehead City Town Docks 18 No Public facility, hope to have pumpout in future
SGA index Atlantic Beach Side Total Slips Pumpout Comments
2 Seascape Condominium Dockage 16 No -
3 Pirates Den Condominium Dockage 14 No -
4 Crows Nest Yacht Club 63 No -
5 Fort Macon Marina 15 No -
6 8 1/2 Marina 121 No -
7 Anchorage Marina 120 No Planning to replace some old docks, layout not expected to change
8 Tiple S Marina 66 No -
9 Freemans Bait & Tackle 10 No -
10 Mud Bucket Dredging 11 No -
11 El Zarape Dockage 9 No -
12 Sea Water Marina 26 No -
13 Capt Stacy Marina 13 No -
14 Bogue Pines Dockage 16 No -
15 Anglers Cove Marina 31 No -
16 Harborside Mini Storage 9 No -
17 Marlin Harbor 9 No -
18 Coral Cay Dockage 16 No New dockage
19 Bogue Shores Dockage 11 No 1 new slip in 2013
20 Hales Dockage 18 No -
21 Dunscape Villas Dockage 18 No -
22 Coral Bay Club Dockage 18 No New dockage
23 US Coast Guard Docking Area 12 Yes -
572 Estuary Association Dockage 10 No -
573 Asbury Beach Marina 10 No 3 jet ski slips, not included in count
574 The Pinnacle Marina 13 No 1 damaged slip, still counted
575 Palm Suites Dockage 10 No -
617 Sleepy Creek Farms Dockage 20 No -
25
Pollution: Stormwater
Copyright:© 2013 National Geographic Society, i-cubed
E-3
Growing Area:
Stormwater
:
North Carolina
E-3 Growing Area
South
Carolina
Virginia
A t l a n t i c
O c e a n
North Carolina Department of
Environment and Natural Resources
Division of Environmental Health
Shellfish Sanitation and
Recreational Water Quality Section
April 15, 2014
Legend
Stormwater
Shellfish Growing Area Boundaries
14-digit Hydrologic Units
Shellfish Growing Area Classifications
Approved
Conditionally Approved-Open
Conditionally Approved-Closed
Prohibited
0 0.5 1
Miles
26
Pollution: Subdivisions
40
2 1
37 3
38
39
1326 1325
9 8
10
35
36
4
5
6
7
15
16
17
19
14
30 29 28 32
11 12
18
21
22
23
25 24
26
27
31
33
13
20
1407
Copyright:© 2013 National Geographic Society, i-cubed
E-3
Growing Area:
Subdivisions
:
North Carolina
E-3 Growing Area
South
Carolina
Virginia
A t l a n t i c
O c e a n
North Carolina Department of
Environment and Natural Resources
Division of Environmental Health
Shellfish Sanitation and
Recreational Water Quality Section
April 15, 2014
Legend
Subdivisions
Shellfish Growing Area Boundaries
14-digit Hydrologic Units
Shellfish Growing Area Classifications
Approved
Conditionally Approved-Open
Conditionally Approved-Closed
Prohibited
0 0.5 1
Miles
8
9
10
4
5
6
7
19
11
12
25 23 24 22 21
26
27 33
13
20
Inset Map #1
Inset Map #1
0 500 1,000
Yards
27
Table 4: Subdivisions
SGA index Subdivision Name # Lots # Homes 2010 # Homes 2013 Comments
Morehead City Side
1 The Bluffs - - - 44 condos
2 Spooners Creek South 27 18 18 -
3 Webb Court 40 37 37 -
35 Mariner Cove Condos - - - 24 condos
36 The Harborside Club - - - 63 condos
37 Spooners Creek North 55 35 38 -
38 The Shores at Spooners Creek Marina 19 0 3 34 condos also
39 Spooners Creek 113 82 84 -
40 Tide Lines 14 0 0 No construction yet
1325 Mansfield Park 81 80 80 -
1326 Mitchell Village 258 243 244 -
Spooners Creek West 29 - 2 Drains mostly to E-3 and a some to E-2
SGA index Atlantic Beach Side # Lots # Homes 2010 # Homes 2013 Comments
4 Seascape Condominiums - - - 16 condos
5 Pirates Den Condominiums - - - 32 condos
6 Green Haven - 14 14 MHP
7 Above Par - 8 8 MHP
8 Channel Bay - 29 29 MHP, centralized peat systems
9 Pelican Park - 35 35 MHP
10 North Shore - 95 95 MHP
11 8 1/2 Marina Village - - - 73 condos
12 Island Quay 50 45 46 -
13 The Pinnacle - - - 12 condos, not yet built
14 Bogue Pines 10 10 9 -
15 Needlerush Bay 14 1 1 -
16 The Cottages at Bay Ridge 56 53 53 -
17 Coral Bay Ridge 34 19 20 -
18 Ocean Ridge 191 164 167 -
19 Crystal Coast Condos - - - 18 condos
20 Marlin Harbor - - - 9 condos
21 Tar Landing - - - condos
22 Southwinds - - - 180 condos
23 Seaspray Condominiums - - - 180 condos
24 A Place at the Beach - - - 279 condos
25 Sea Dreams 28 28 28 -
26 Triple S Village - 215 215 MHP
27 Crosswinds - 38 42 MHP
28 Coral Cay - - - 12 condos
29 Croatan Mobile Home Park - 97 97 MHP
30 Island Beach & Raquet Club - - - condos
31 Peppertree Resort - - - 217 condos
32 Coastal Mobile Estates - 143 143 MHP
33 Sands Villas - - - -
28
Pollution: Animals
2
E-3
Growing Area:
Animals
:
North Carolina
E-3 Growing Area
South
Carolina
Virginia
A t l a n t i c
O c e a n
North Carolina Department of
Environment and Natural Resources
Division of Environmental Health
Shellfish Sanitation and
Recreational Water Quality Section
April 15, 2014
Legend
Animals
WATERFOWL
Shellfish Growing Area Boundaries
14-digit Hydrologic Units
Shellfish Growing Area Classifications
Approved
Conditionally Approved-Open
Conditionally Approved-Closed
Prohibited
0 0.1 0.2
Miles
29
Table 5: Animals
SGA index Type Comments
Morehead City Side
none
Atlantic Beach Side
2 Waterfowl No Longer Present
30
Pollution: Golf Courses
44
E-3
Growing Area:
Golf Courses
:
North Carolina
D-3 Growing Area
South
Carolina
Virginia
A t l a n t i c
O c e a n
North Carolina Department of
Environment and Natural Resources
Division of Environmental Health
Shellfish Sanitation and
Recreational Water Quality Section
April 15, 2014
Legend
Golf Courses
Shellfish Growing Area Boundaries
14-digit Hydrologic Units
Shellfish Growing Area Classifications
Approved
Conditionally Approved-Open
Conditionally Approved-Closed
Prohibited
0 0.1 0.2
Miles
31
Table 6: Golf Courses
SGA index Concern Comments
Morehead City Side
none
Atlantic Beach Side
44 Country Club of the Crystal Coast Stormwater ponds, on-site wastewater
32
Pollution: Areas of Concern
1
E-3
Growing Area:
Areas of Concern
:
North Carolina
D-3 Growing Area
South
Carolina
Virginia
A t l a n t i c
O c e a n
North Carolina Department of
Environment and Natural Resources
Division of Environmental Health
Shellfish Sanitation and
Recreational Water Quality Section
April 15, 2014
Legend
Areas of Concern
Category
OTHER-SEE COMMENTS
Shellfish Growing Area Boundaries
14-digit Hydrologic Units
Shellfish Growing Area Classifications
Approved
Conditionally Approved-Open
Conditionally Approved-Closed
Prohibited
0 0.1 0.2
Miles
33
Table 7: Areas of Concern
SGA index Concern Comments
Morehead City Side
none
Atlantic Beach Side
1 wastewater Channel Marker Resturant Pump & Haul Truck
34
Table 8: Tides and Salinities
Date Tidal Stage
Station ID
1 2 5 6 6B 7 8 10 10A 10B 11 13 15 18 19 20 21 23 24 34 35 36 37 40 41 42 42A 44A 45 46 47 48 48A 48B 48C 49 50 51 52
1/28/2009 1/2 FLD 32
2/12/2009 1/2 FLD - 3/4 FLD 30 30 32 32 30 30 32 32 32 32 32 32 32 30 32 32 32 32 32 32 32 32 30 30 32 30 30 30 30 30 32 30 32 30 32 30 30 32
3/10/2009 3/4 FLD 30 32 33 32 32 32 32 32 32 30 32 32 32 32 32 32 32 34 34 34 32 32 32 32 32 32 32 32 30 32 32 32 32 32 34 32 32 32 32
6/15/2009 1/2 FLD 32 32 32 32 34 34 34 34 34 32 34 32 34 34 34 32 34 34 34 34 34 34 32 32 34 32 34 32 32 32 32 32 32 32 32 34 32 32 32
9/2/2009 LAST FLD - 1ST EBB 32 34 34 36 34 36 36 36 36 36 34 36 34 34 36 34 36 36 34 34 36 34 36 36 36 36 36 36 32 34 36 36 36 36 34 36 36 34 34
9/30/2009 1/2 EBB 28 30 33 30 29 31 30 30 30 30 31 31 31 31 32 31 32 35 34 35 34 32 33 31 30 31 30 31 27 32 31 34 33 33 32 32 30 29 32
2/25/2010 1/4 EBB - 1/2 EBB 30 30 32 28 30 30 30 30 30 30 30 30 30 30 32 32 32 30 32 32 34 32 32 30 35 30 30 32 30 32 34 32 32 30 32 32 30 30 34
3/25/2010 1/2 EBB 24 26 28 24 26 28 28 30 28 28 30 28 30 28 30 30 30 30 32 30 32 30 32 28 28 28 28 30 24 28 28 30 30 30 30 32 26 28 28
5/7/2010 2/3 EBB - 3/4 EBB 32 34 34 34 34 34 34 34 33 33 34 34 34 34 34 34 34 35 35 34 35 35 34 34 34 34 34 34 31 34 34 35 34 34 34 35 33 33 34
6/29/2010 1/4 FLD - 1/4 EBB 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35
8/19/2010 1/2 EBB - 3/4 EBB 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36
10/25/2010 1/2 FLD 26 26 32 26 28 30 28 30 29 30 28 30 30 30 32 32 32 34 34 34 32 32 30 30 28 26 26 32 26 24 26 30 30 30 30 34 24 24 30
1/3/2011 3/4 FLD 30 31 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 28 32 32 32 32 32 32 32 32 32 32
2/21/2011 3/4 FLD - LAST FLD 32 28 30 30 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 30 34 32 32 32 32 32 28 28 28 30 30 30 30 32 30 30 30
3/30/2011 1/2 EBB 32 32 32 32 32 32 32 32 32 32 30 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32
5/31/2011 1/4 EBB 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35
8/18/2011 1/2 FLD - 3/4 FLD 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36
12/5/2011 LAST EBB 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 33 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 33 32 32 32
1/23/2012 1ST EBB - 1/4 EBB 32 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35
2/21/2012 3/4 FLD - LAST FLD 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 34 35 35 35 35 35 35 35 35 35 35 35 35
3/22/2012 3/4 FLD - LAST FLD 35 35 35 35 35 35 35 35 35 35 35 33 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35
6/14/2012 1/2 EBB - 2/3 EBB 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35
10/10/2012 1/2 EBB - 2/3 EBB 33 35 35 34 34 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 37 34 34 34 34 35 35 35 35 35 35 35 35 35 35 35 35
12/5/2012 1ST FLD - 1/4 FLD 30 32 32 32 32 30 30 32 30 30 30 30 32 30 30 30 30 32 30 30 30 32 32 32 34 34 30 30 30 32 34 34 34 34 30 32 30 32
2/19/2013 3/4 EBB TO LAST EBB - 3/4 FLD 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30
5/30/2013 1/4 FLD 32 32 31 32 32 33 33 33 33 33 32 33 33 33 34 33 34 34 34 33 33 34 34 32 33 32 32 33 31 31 32 34 32 32 32 34 33 32 32
8/15/2013 LAST EBB - 1ST FLD 33 35 35 35 33 35 35 35 33 33 33 35 33 33 35 35 35 35 35 33 35 33 33 35 35 35 35 35 33 35 35 35 35 35 35 33 35 33 35
10/2/2013 1ST EBB 34 35 32 33 33 33 33 33 33 33 32 32 33 33 32 33 34 34 33 34 34 35 34 34 33 33 34 33 35 33 32 33 33 32 33 35 33 32 32
11/6/2013 LAST FLD 30 30 32 32 32 30 31 31 31 32 32 30 30 31 32 32 30 31 32 32 31 30 31 32 32 32 32 32 32 31 31 31 32 32 32 31 31 32 30
11/22/2013 3/4 FLD 32 33 32 34 33 32 32 33 33 33 33 33 32 33 33 33 33 34 34 32 33 32 32 34 34 34 33 32 34 33 34 32 34 32 32 33 33 32 33
2/18/2014 1/2 FLD 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 35 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32
35
Table 9: Temporary Closures
Date Closure Description Date Closed Date Opened Reason
8/13/2009 All Waters From the ICWW to the Mainland Between the Morehead City Port and
Channel Marker #65A 8/13/2009 Rainfall
8/18/2009 All Waters From the ICWW to the Mainland Between the Morehead City Port and
Channel Marker #65A 8/19/2009 Sampling
9/7/2009 All Waters From the ICWW to the Mainland Between the Morehead City Port and
Channel Marker #65A
9/7/2009 Rainfall
9/8/2009 E-3 - All Waters 9/8/2009 Rainfall
9/10/2009 All Waters From the ICWW to the Mainland Between the Morehead City Port and
Channel Marker #45 Remain Closed 9/11/2009 Sampling
9/16/2009 E-3 - Normal Boundaries 9/17/2009 Sampling
9/22/2009 All Waters From the ICWW to the Mainland Between Channel Marker #7 and Flashing
Beacon #29 9/22/2009 Rainfall
9/30/2009 All Waters From the ICWW to the Mainland Between Channel Marker #7 and Flashing
Beacon #29 10/1/2009 Sampling
11/12/2009 E-3 - All Waters 11/12/2009 Tropical Storm Ida
11/19/2009 All Waters West of a Line From Spooners Creek to the Pine Knoll Shores Canals
Remain Closed 11/20/2009 Sampling
11/24/2009 E-3 - Normal Boundaries 11/25/2009 Sampling
08/22/10 All those waters between the Atlantic Beach High Rise Bridge ICWW Channel Marker
#25, near Broad Creek. 8/22/2010 Rainfall
08/27/10 E-3 - Normal Boundaries 8/28/2010 Sampling
09/12/10 All those waters in Bogue Sound between the Emerald Isle High Rise Bridge and Fort
Macon, to include Tar Landing Bay. 9/12/2010 Rainfall
09/15/10 E-3 - Normal Boundaries 9/16/2010 Sampling
36
Table 9: Temporary Closures
Date Closure Description Date Closed Date Opened Reason
09/27/10 All those waters in Bogue Sound between IWW Marker #29 and Fort Macon, to
include Broad Creek and Tar Landing Bay. 9/27/2010 Rainfall
09/30/10
All those waters between the South Carolina State Line and a straight line beginning at
Hall Point near Thorofare Bay in Carteret County; running southeasterly through Fl.
Beacon # 20 in Core Sound to a point on the Core Banks shoreline in Carteret County.
This includes Tubbs Inlet, Shallotte River, Lockwoods Folly River, Cape Fear River,
Myrtle Grove Sound, Topsail Sound, Stump Sound, Chadwick Bay, New River,
Freeman Creek, Bear Creek, Queens Creek, White Oak River, Bogue Sound,
Newport River, North River, The Straits, Back Sound and Core Sound, including
Jarrett Bay, Oyster Creek, Brett Bay, and Nelson Bay.
9/30/2010 Nicole Remnants
10/06/10
A portion of Bogue Sound returns to normal boundaries except Pine Knoll Shores – All
those waters in Bogue Sound 100 yards offshore of Pine Knoll Shores between the
permanent closure line at 34º 42.2026' N -76º 48.0601' W and the Bogue Pines boat
basin at 34º 42.2346' N -76º 47.7094' W.
10/7/2010 Sampling
10/13/10 E-3 - Normal Boundaries 10/14/2010 Sampling
01/18/11
All those waters from the ICWW to the mainland between the Morehead City State
Port permanent closure line near 16th Street and ICWW Channel Marker #65A,
located just west of Salliers Bay, near New River Inlet, to include White Oak River,
Queens Creek and Bear Creek.
1/18/2011 Rainfall
01/21/11 E-3 - Normal Boundaries 1/22/2011 Sampling
08/29/11 All Coastal waters close. 8/29/2011 Hurricane Irene
08/31/11
A portion of Bogue Inlet AND a portion of Bogue Sound returns to normal boundaries
except All those waters from the IWW to the mainland between IWW Fl. Beacon #55
near Sanders Creek in Onslow County and the Morehead City permanent closure line
near 16th Street in Carteret County, to include Queens Creek, White Oak River, and
all other creeks and tributaries within said boundaries.
9/1/2011 Sampling
08/31/11 Tar Landing Bay returns to status prior to 8/27/11 Hurricane Irene remnants. 9/1/2011 Sampling
09/01/11 E-3 - Normal Boundaries 9/2/2011 Sampling
37
Table 9: Temporary Closures
Date Closure Description Date Closed Date Opened Reason
1 0/20/11 d area closure line at Fort Macon to the Emerald Isle High Rise Bridge. This includes Ta 10/20/2 011 Rainfall
10/25/11 E-3 - Normal Boundaries 10/26/2011 Sampling
05/31/12 All those waters from the ICWW to the mainland between the Morehead City State
Port permanent closure line near 16th Street and the Emerald Isle High-Rise Bridge. 5/31/2012 TD Beryl
06/02/12 E-3 - Normal Boundaries 6/3/2012 Sampling
09/04/12
All those waters in Bogue Sound from the IWW to the mainland between IWW
Beacon #7 near Peletier Creek and the permanent closure line near 16th Street in
Morehead City.
9/4/2012 Rainfall
09/06/12 E-3 - Normal Boundaries 9/7/2012 Sampling
10/28/12
All those waters from the IWW to the mainland between Salliers Bay and the Atlantic
Beach High-Rise Bridge, to include Salliers Bay, Freeman Creek, Bear Creek, Queens
Creek, White Oak River, Deer Creek, Hunting Island Creek, Goose Creek, Sanders
Creek, Broad Creek, and Gales Creek.
10/28/2012 Hurricane Sandy
11/01/12 E-3 - Normal Boundaries 11/2/2012 Sampling
02/08/13
All those waters between the Morehead City State Port closure line and ICWW
Channel Marker #65A, located just west of Salliers Bay, near New River Inlet, to
include Bogue Sound, Tar Landing Bay, Hoop Pole Creek, Gales Creek, Broad Creek,
Sanders Creek, Goose Creek, Hunting Island Creek, Deer Creek, White Oak River,
Queens Creek, Bear Creek, Freeman Creek, and Salliers Bay.
2/8/2013 Rainfall
02/13/13 IWW to ocean side returns to normal boundaries including Tar Landing Bay and Hoop
Pole Creek - IWW to mainland remains closed. 2/14/2013 Sampling
02/15/13 E-3 - Normal Boundaries 2/16/2013 Sampling
02/19/13 All those waters from the ICWW to the mainland between the Morehead City State
Port permanent closure line near 16th Street and the Atlantic Beach High-rise Bridge. 2/19/2013 Investigation
02/26/13 Bogue Sound returns to normal boundaries. 2/27/2013 Investigation completed
10/09/10
Bogue Sound All those waters from the permanent prohibited area closure line at Fort
Macon to the Emerald Isle High Rise Bridge. This includes Tar Landing Bay, the
south side of Bogue Sound and all other tributaries within the described area.
10/9/2013 TS Karen remants
38
Table 9: Temporary Closures
Date Closure Description Date Closed Date Opened Reason
10/11/13 E-3 - Normal Boundaries 10/12/2013 Sampling
11/27/13
Bogue Sound - All those waters from the IWW to the mainland between the Morehead
City State Port permanent closure line near 16th Street and Emerald Isle High-Rise
Bridge.
11/27/2013 Rainfall
12/03/13 E-3 - Normal Boundaries 12/4/2013 Sampling
12/03/13
Hoop Pole Creek- All those waters in the Hoop Pole Creek area upstream of a straight
line beginning on the west shore at 34 42.2590’ N -76 45.1278’ W; running easterly to
the eastern shore at 34 42.2590’ N -76 45.0960’ W.
12/3/2013 Sampling
12/10/13
ADDITIONAL AREA of Hoop Pole Creek- All those waters in the Hoop Pole Creek
area upstream of a line beginning on a point of marsh at 34°42.4519’ N -76°45.1967’
W; running southeasterly across the bay to a point of marsh at 34°42.4429’ N -
76°45.1829’ W; running southeasterly following the shoreline to a point at 34°42.4069’
N -76°45.1285’ W; running southeasterly across the creek to a point 34°42.3984’ N -
76°45.1098’ W on the eastern shore.
12/10/2013 Sampling
03/07/14
All those waters from the Intracoastal Waterway to the mainland between Morehead
Ctiy permanent closure line near 16th Street and Intracoastal Waterway Channel
Marker #65A, located just west of Salliers Bay near New River Inlet, to include White
Oak River, Queens Creek, Bear Creek, Freeman Creek, and Salliers Bay.
3/7/2014 Rainfall
03/11/14 E-3 - Normal Boundaries 3/12/2014 Sampling
39
Table 10: Conditional Sampling Results
STATION 08/17/09 09/09/09 09/15/09 09/23/09 09/29/09 11/16/09 11/17/09 11/18/09 11/23/09 08/26/10 09/14/10 10/05/10 01/20/11 08/30/11
2 22.0 1.7 2.0
50 1.7 2.0 7.8 4.5 17.0 1.7 4.5
5
48 2.0 22.0 11.0 1.7 4.0
15 ABB 1.7 1.7 7.8 1.7 4.5 2.0 1.7 1.7
6 23.0 9.3
21 17.0 22.0 33.0 17.0 1.7 4.5 4.5
TLB middle of marsh
Hoop Pole Creek 17.0 33.0
Tar Landing Bay
STATION 08/31/11 10/24/11 06/01/12 09/05/12 10/31/12 02/12/13 02/14/13 10/10/13 12/02/13 03/10/14 05/19/14
2 1.7 1.7
50 4.5 2.0 4.5 7.8 4.5 4.5
5 1.7
48 4.5 2.0 1.7 2.0 1.7 7.8 14.0 1.7 2.0
15 ABB 1.7 2.0 1.7 2.0 2.0 4.5 1.7 7.8
6 13.0 11.0 17.0
21 13.0 2.0 11.0
TLB middle of marsh
Hoop Pole Creek
Tar Landing Bay 2.0
40
Table 11: Rainfall Calendars
Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec
1 0.15 0.01 1
2 0.15 2
3 0.50 0.05 3
4 0.05 0.01 4
5 0.15 0.01 0.2 5 0.20
6 0.05 0.55 6 0.50
7 7 0.17 1.90
8 0.25 8
9 9
10 0.05 0.05 10 0.35
11 3.5 11
12 1.70 12
13 0.70 0.15 13 1.21
14 3 14
15 0.05 15 1.55
16 0.01 16
17 17 0.75
18 0.20 18 0.40
19 0.01 19 0.18
20 20
21 0.20 0.15 21
22 0.2 0.2 22
23 0.15 23 0.05
24 0.05 24
25 0.8 25
26 26
27 27
28
3.0
snow
& ice
0.01
28
29 0.5 29
30 0.01 30 0.30
31 0.05 31
2014 - Pine Knoll Shores 2014 - Morehead City
1.7
0.80
0.55
1.70
0.65
.65
snow
41
Table 11: Rainfall Calendars
Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec
1 0.10 0.20 0.10 0.75 0.01 1 1.25 0.20
2 0.20 0.15 0.15 2.75 1.25 0.05 2 0.14 0.10
3 0.15 0.60 0.80 0.25 0.65 3 0.40
4 1.20 0.55 0.01 4 2.25 0.42 0.10 0.50
5 0.09 0.25 0.05 5 0.32
6 trace 0.01 0.55 0.01 0.09 0.01 6
7 0.35 1.25 0.15 7 0.03 0.70 0.75 0.30
8 0.09 0.01 0.65 3.35 0.40 8 4.75 0.50
9 0.50 0.15 9
10 0.20 10
11 0.2 0.50 0.20 11
12 0.40 1.05 2 0.05 3.35 0.15 0.05 12 0.15
13 0.40 0.30 0.25 13 0.50 1.12 0.85
14 trace 0.01 0.55 14 0.35 0.47
15 0.3 0.35 0.95 0.01 0.01 0.20 15 0.15
16 0.60 0.01 0.09 16 0.15 0.55 0.75
17 0.45 0.20 17
18 0.25 0.40 0.05 1.00 18 0.48
19 0.4 0.25 1.30 0.01 0.45 0.05 19 0.45 0.50 1.38 0.60
20 1.45 0.20 20 0.30 1.50 0.32
21 0.01 0.65 0.2 0.09 0.01 21
22 0.20 0.10 0.15 22 0.85
23 0.6 0.01 0.1 0.50 0.8 23 0.40 0.12 0.45 0.75
24 0.09 0.5 0.65 0.20 0.1 24 0.45 0.89
25 0.20 0.15 0.01 0.01 0.01 0.01 25
26 0.85 0.09 0.01 0.15 26
27 0.01 0.09 0.01 27 1.00
28 0.10 0.70 0.15 0.50 0.01 2.55 0.5 28 0.10
29 0.25 0.09 29
30 0.40 1.65 0.05 30 0.52
31 0.05 31
2013 - Pine Knoll Shores 2013 - Morehead City
1.45
3.15
1.60
0.95
0.37
0.52
2.52
2.50
0.72
0.80
42
Table 11: Rainfall Calendars
Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec
1 0.55 0.60 0.10 1 0.45 0.55
2 0.25 <.1 0.90 2 0.30 0.25
3 0.1 0.85 trace 3 0.46
4 2.05 0.10 0.25 trace 4
5 trace 0.65 5 0.15
6 0.2 1.30 0.35 6 0.50
7 0.40 <.1 0.40 7 0.24 1.30
8 0.20 0.15 0.15 0.10 8 0.30
9 <.1 0.15 0.55 9 0.40 0.27
10 0.55 <.10 0.75 0.20 10 trace 0.60
11 1.3 trace ? 0.60 0.85 11 0.80 0.15
12 0.20 0.2 12 0.50
13 <.10 0.85 13
14 0.50 0.20 14
15 0.3 trace 15 0.05
16 trace 0.35 trace 0.45 16
17 0.35 0.60 <.1 0.50 0.15 17 0.90
18 0.75 0.20 18 0.70
19 0.4 trace 0.25 0.80 <.10 19 0.55
20 1.05 20
21 <.1 0.35 0.60 21 0.75
22 trace 4.5 0.20 22 0.48
23 trace 0.1 <.1 0.55 1.75 23 0.30
24 0.35 0.45 0.65 0.15 24 0.65 1.90
25 trace 0.15 0.10 0.15 trace 25
26 0.30 <.1 <.10 0.15 trace 0.15 1.65 26
27 trace 0.15 1.40 <.10 27
28 1.35 trace 0.35 0.15 0.95 28 1.35 0.35
29 trace 0.25 trace 29 0.40
30 0.15 trace 3.05 30 0.40
31 trace 31 0.12
2012 - Pine Knoll Shores 2012 - Morehead City
0.85
0.75
out of town
2.50
1.25
1.30
1.35
2.50
1.15
2.80
43
Table 11: Rainfall Calendars
Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec
1 0.70 1.10 0.15 1
2 TRACE 0.30 2 0.10
3 3 0.40 trace 0.80
4 trace 0.85 4 trace
5 2.30 0.2 trace 0.15 0.10 5
6 0.40 trace 0.20 6 trace
7 0.55 0.75 1.1 trace 0.40 7 0.80
8 0.2 1.05 8 0.20 6.0+
9 0.65 9
10 snow 0.20 <.1 10
11 0.15 trace 11 trace
12 trace 0.15 trace 12 0.30
13 0.40 0.20 0.15 trace 13 trace 2.50
14 trace trace 14 0.20 2.00
15 15 1.25 trace trace 1.75
16 0.35 0.10 trace trace 16 trace trace
17 0.15 0.20 trace 0.95 17 1.00 1.00
18 3.50 <.1 trace 18 0.25 1.25
19 0.15 0.10 trace 19 1.30
20 0.15 1.50 0.30 20 trace
21 0.15 21
22 snow trace 0.15 trace trace 22
23 0.35 0.45 0.55 23 0.40
24 3.2* 2 day total 24
25 0.2 0.90 25 0.30
26 1.00 trace 0.40 1.65 26 1.00
27 trace 0.95 0.15 trace 4.9 0.65 27 0.21 0.70
28 28 trace 1.00
29 1.70 0.35 29
30 trace 0.30 30 0.50
31 trace 0.20 <.1 31
2009 - Morehead City
10p
m -
1pm
1.25
VAC
vacation
2011 - Pine Knoll Shores
44
Table 11: Rainfall Calendars
Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec
1 0.15 0.65 0.40 0.90
2 <.1 <.1
3 1.05 <.10 0.15 0.35
4 <.10 0.35 0.25 0.40
5 1.50 0.55 0.45
6 0.10
7 >.1
8 0.4
9 trace
10 0.50 trace 1.30
11 0.85 <.10 0.45
12 0.40 2.00 0.7
13
5 "
snow 0.60 0.25
14 0.15 2.50 trace
15 <.1 trace
16 2.90 trace 0.40 trace
17 <.10 0.80 <.1
18 0.15 0.35 0.25 0.45
19 trace <.1
20 trace 0.45 0.40
21 0.45 0.75 3.10
22 0.85 <.10 0.20
23 trace trace trace
24 0.65 1.30
25 1.45 <.10 0.35
26 0.65 <0.1
27 3.00 0.45
28 trace <.10 <.10 <.1 1.10
29 0.15 0.70 0.1
30 0.65 >8.5 trace
31 1.10 trace
2010 - Pine Knoll Shores
VACATION
vacation
VACATION
1.50
45
Table 11: Rainfall Calendars
Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec
1 0.25 trace 0.65
2 0.50
3 0.60 0.10 0.70 2.35
4 trace trace 1.05
5 trace 0.85 trace 0.10 0.40 0.25
6 0.10 0.45 0.20
7 0.15 0.35 5.70
8 0.20 trace
9 0.50 0.10 0.75
10 0.65 <.1
11 0.10 2.60
12 0.20 0.60 3.50
13 0.85 trace 0.15 2.35 0.65 0.45 0.70
14 0.10 1.30 0.30 1.60 0.90 trace 0.35
15 0.15 0.95 0.80
16 0.95 trace 0.35 <.10 0.45
17 0.85 <.1 0.85
18 0.26 0.85
19 0.30 <.10 trace 0.80 1.80
20 0.15 0.50 0.25
21 0.10
22 0.15 trace 3.00 0.40
23 0.35
24 0.25 <.1 trace
25 trace trace 0.13 trace
26 <.10 trace 1
27 0.60 0.85 0.25 1.05 0.45
28 0.15
29 trace 0.75 0.30 0.80 trace
30 trace <.10
31 0.10 0.75 1.20
2009 - Pine Knoll Shores
vacation
1.80
vacation
vacation
vacation
46
Table 12: Bacteriological Sampling Results
Station ID: 1
Date Tidal Stage Salinity FC Log FC
Median: 12
Log Avg: 1.0256
Log Std Dev: 0.4518
Geomean: 10.6077
Estimated 90th: 40
# Samples: 30
# > 260 MPN: 0
# > 43 MPN: 4
2/12/2009 1/2 FLD 30 11.0 1.0414
3/10/2009 3/4 FLD 30 4.0 0.6021
6/15/2009 1/2 FLD 32 2.0 0.301
9/2/2009 1ST EBB 32 17.0 1.2304
9/30/2009 1/2 EBB 28 49.0 1.6902
2/25/2010 1/4 EBB 30 11.0 1.0414
3/25/2010 1/2 EBB 24 13.0 1.1139
5/7/2010 2/3 EBB - 3/4 EBB 32 13.0 1.1139
6/29/2010 1/4 EBB 35 1.7 0.2304
8/19/2010 1/2 EBB 36 33.0 1.5185
10/25/2010 1/2 FLD 26 46.0 1.6628
1/3/2011 3/4 FLD 30 6.8 0.8325
2/21/2011 3/4 FLD 32 17.0 1.2304
3/30/2011 1/2 EBB 32 49.0 1.6902
5/31/2011 1/4 EBB 35 4.5 0.6532
8/18/2011 3/4 FLD 36 11.0 1.0414
12/5/2011 LAST EBB 32 4.5 0.6532
1/23/2012 1ST EBB 32 13.0 1.1139
2/21/2012 LAST FLD 35 4.5 0.6532
3/22/2012 3/4 FLD 35 13.0 1.1139
6/14/2012 1/2 EBB 35 33.0 1.5185
10/10/2012 1/2 EBB 33 13.0 1.1139
12/5/2012 1/4 FLD 30 1.7 0.2304
2/19/2013 3/4 FLD 30 11.0 1.0414
5/30/2013 1/4 FLD 32 2.0 0.301
8/15/2013 LAST EBB 33 79.0 1.8976
10/2/2013 1ST EBB 34 4.5 0.6532
11/6/2013 LAST FLD 30 17.0 1.2304
11/22/2013 3/4 FLD 32 7.8 0.8921
2/18/2014 1/2 FLD 32 23.0 1.3617
Station ID: 2
Date Tidal Stage Salinity FC Log FC
Median: 1.7
Log Avg: 0.3830
Log Std Dev: 0.2559
Geomean: 2.4155
Estimated 90th: 5
# Samples: 30
# > 260 MPN: 0
# > 43 MPN: 0
2/12/2009 1/2 FLD 30 6.8 0.8325
3/10/2009 3/4 FLD 32 1.7 0.2304
6/15/2009 1/2 FLD 32 2.0 0.301
9/2/2009 1ST EBB 34 7.8 0.8921
9/30/2009 1/2 EBB 30 1.7 0.2304
2/25/2010 1/4 EBB 30 17.0 1.2304
3/25/2010 1/2 EBB 26 1.7 0.2304
5/7/2010 2/3 EBB - 3/4 EBB 34 2.0 0.301
6/29/2010 1/4 EBB 35 1.7 0.2304
8/19/2010 1/2 EBB 36 1.7 0.2304
10/25/2010 1/2 FLD 26 1.7 0.2304
1/3/2011 3/4 FLD 31 1.7 0.2304
2/21/2011 3/4 FLD 28 4.0 0.6021
3/30/2011 1/2 EBB 32 1.7 0.2304
5/31/2011 1/4 EBB 35 1.7 0.2304
8/18/2011 3/4 FLD 36 1.7 0.2304
12/5/2011 LAST EBB 32 1.7 0.2304
1/23/2012 1ST EBB 35 2.0 0.301
2/21/2012 LAST FLD 35 2.0 0.301
3/22/2012 3/4 FLD 35 2.0 0.301
6/14/2012 1/2 EBB 35 1.7 0.2304
10/10/2012 1/2 EBB 35 4.5 0.6532
12/5/2012 1/4 FLD 32 1.7 0.2304
2/19/2013 3/4 FLD 30 1.7 0.2304
5/30/2013 1/4 FLD 32 1.7 0.2304
8/15/2013 LAST EBB 35 1.7 0.2304
10/2/2013 1ST EBB 35 1.7 0.2304
11/6/2013 LAST FLD 30 4.0 0.6021
11/22/2013 3/4 FLD 33 4.0 0.6021
2/18/2014 1/2 FLD 32 4.5 0.6532
47
Table 12: Bacteriological Sampling Results
Station ID: 5
Date Tidal Stage Salinity FC Log FC
Median: 1.7
Log Avg: 0.4135
Log Std Dev: 0.3515
Geomean: 2.5914
Estimated 90th: 7
# Samples: 30
# > 260 MPN: 0
# > 43 MPN: 1
2/12/2009 1/2 FLD 32 49.0 1.6902
3/10/2009 3/4 FLD 33 1.7 0.2304
6/15/2009 1/2 FLD 32 1.7 0.2304
9/2/2009 1ST EBB 34 1.7 0.2304
9/30/2009 1/2 EBB 33 2.0 0.301
2/25/2010 1/4 EBB 32 4.5 0.6532
3/25/2010 1/2 EBB 28 1.7 0.2304
5/7/2010 2/3 EBB - 3/4 EBB 34 1.7 0.2304
6/29/2010 1/4 EBB 35 1.7 0.2304
8/19/2010 1/2 EBB 36 1.7 0.2304
10/25/2010 1/2 FLD 32 2.0 0.301
1/3/2011 3/4 FLD 32 1.7 0.2304
2/21/2011 3/4 FLD 30 1.7 0.2304
3/30/2011 1/2 EBB 32 2.0 0.301
5/31/2011 1/4 EBB 35 4.0 0.6021
8/18/2011 3/4 FLD 36 1.7 0.2304
12/5/2011 LAST EBB 32 1.7 0.2304
1/23/2012 1ST EBB 35 1.7 0.2304
2/21/2012 LAST FLD 35 1.7 0.2304
3/22/2012 3/4 FLD 35 2.0 0.301
6/14/2012 1/2 EBB 35 1.7 0.2304
10/10/2012 1/2 EBB 35 6.8 0.8325
12/5/2012 1/4 FLD 32 7.8 0.8921
2/19/2013 3/4 FLD 30 1.7 0.2304
5/30/2013 1/4 FLD 31 1.7 0.2304
8/15/2013 LAST EBB 35 1.7 0.2304
10/2/2013 1ST EBB 32 1.7 0.2304
11/6/2013 LAST FLD 32 11.0 1.0414
11/22/2013 3/4 FLD 32 2.0 0.301
2/18/2014 1/2 FLD 32 11.0 1.0414
Station ID: 6
Date Tidal Stage Salinity FC Log FC
Median: 11
Log Avg: 0.9490
Log Std Dev: 0.5211
Geomean: 8.8919
Estimated 90th: 41
# Samples: 30
# > 260 MPN: 0
# > 43 MPN: 3
2/12/2009 3/4 FLD 32 7.8 0.8921
3/10/2009 3/4 FLD 32 1.7 0.2304
6/15/2009 1/2 FLD 32 7.8 0.8921
9/2/2009 LAST FLD 36 11.0 1.0414
9/30/2009 1/2 EBB 30 17.0 1.2304
2/25/2010 1/2 EBB 28 49.0 1.6902
3/25/2010 1/2 EBB 24 13.0 1.1139
5/7/2010 3/4 EBB 34 17.0 1.2304
6/29/2010 1/4 FLD 35 33.0 1.5185
8/19/2010 3/4 EBB 36 130.0 2.1139
10/25/2010 1/2 FLD 26 33.0 1.5185
1/3/2011 3/4 FLD 32 4.5 0.6532
2/21/2011 LAST FLD 30 79.0 1.8976
3/30/2011 1/2 EBB 32 14.0 1.1461
5/31/2011 1/4 EBB 35 2.0 0.301
8/18/2011 1/2 FLD - 2/3 FLD 36 6.8 0.8325
12/5/2011 LAST EBB 32 2.0 0.301
1/23/2012 1/4 EBB 35 2.0 0.301
2/21/2012 3/4 FLD 35 2.0 0.301
3/22/2012 LAST FLD 35 1.8 0.2553
6/14/2012 2/3 EBB 35 11.0 1.0414
10/10/2012 1/2 EBB 34 27.0 1.4314
12/5/2012 1ST FLD 7.8 0.8921
2/19/2013 3/4 EBB TO LAST EBB 30 2.0 0.301
5/30/2013 1/4 FLD 32 1.7 0.2304
8/15/2013 1ST FLD 35 17.0 1.2304
10/2/2013 1ST EBB 33 4.5 0.6532
11/6/2013 LAST FLD 32 11.0 1.0414
11/22/2013 3/4 FLD 34 11.0 1.0414
2/18/2014 1/2 FLD 32 14.0 1.1461
48
Table 12: Bacteriological Sampling Results
Station ID: 6B
Date Tidal Stage Salinity FC Log FC
Median: 4.5
Log Avg: 0.7532
Log Std Dev: 0.4240
Geomean: 5.6647
Estimated 90th: 19
# Samples: 30
# > 260 MPN: 0
# > 43 MPN: 1
2/12/2009 3/4 FLD 30 4.5 0.6532
3/10/2009 3/4 FLD 32 2.0 0.301
6/15/2009 1/2 FLD 34 2.0 0.301
9/2/2009 LAST FLD 34 17.0 1.2304
9/30/2009 1/2 EBB 29 33.0 1.5185
2/25/2010 1/2 EBB 30 11.0 1.0414
3/25/2010 1/2 EBB 26 4.0 0.6021
5/7/2010 3/4 EBB 34 11.0 1.0414
6/29/2010 1/4 FLD 35 1.7 0.2304
8/19/2010 3/4 EBB 36 17.0 1.2304
10/25/2010 1/2 FLD 28 17.0 1.2304
1/3/2011 3/4 FLD 32 7.8 0.8921
2/21/2011 LAST FLD 32 17.0 1.2304
3/30/2011 1/2 EBB 32 2.0 0.301
5/31/2011 1/4 EBB 35 6.8 0.8325
8/18/2011 1/2 FLD - 2/3 FLD 36 1.7 0.2304
12/5/2011 LAST EBB 32 6.8 0.8325
1/23/2012 1/4 EBB 35 7.8 0.8921
2/21/2012 3/4 FLD 35 4.0 0.6021
3/22/2012 LAST FLD 35 1.7 0.2304
6/14/2012 2/3 EBB 35 4.0 0.6021
10/10/2012 1/2 EBB 34 49.0 1.6902
12/5/2012 1ST FLD 32 13.0 1.1139
2/19/2013 3/4 EBB TO LAST EBB 30 1.7 0.2304
5/30/2013 1/4 FLD 32 1.7 0.2304
8/15/2013 1ST FLD 33 13.0 1.1139
10/2/2013 1ST EBB 33 4.5 0.6532
11/6/2013 LAST FLD 32 4.5 0.6532
11/22/2013 3/4 FLD 33 1.7 0.2304
2/18/2014 1/2 FLD 32 4.5 0.6532
Station ID: 7
Date Tidal Stage Salinity FC Log FC
Median: 4.5
Log Avg: 0.7101
Log Std Dev: 0.4461
Geomean: 5.1295
Estimated 90th: 19
# Samples: 30
# > 260 MPN: 0
# > 43 MPN: 2
2/12/2009 3/4 FLD 30 1.7 0.2304
3/10/2009 3/4 FLD 32 7.8 0.8921
6/15/2009 1/2 FLD 34 1.7 0.2304
9/2/2009 LAST FLD 36 11.0 1.0414
9/30/2009 1/2 EBB 31 6.8 0.8325
2/25/2010 1/2 EBB 30 17.0 1.2304
3/25/2010 1/2 EBB 28 4.5 0.6532
5/7/2010 3/4 EBB 34 6.8 0.8325
6/29/2010 1/4 FLD 35 4.5 0.6532
8/19/2010 3/4 EBB 36 23.0 1.3617
10/25/2010 1/2 FLD 30 2.0 0.301
1/3/2011 3/4 FLD 32 2.0 0.301
2/21/2011 LAST FLD 32 11.0 1.0414
3/30/2011 1/2 EBB 32 49.0 1.6902
5/31/2011 1/4 EBB 35 11.0 1.0414
8/18/2011 1/2 FLD - 2/3 FLD 36 3.7 0.5682
12/5/2011 LAST EBB 32 7.8 0.8921
1/23/2012 1/4 EBB 35 2.0 0.301
2/21/2012 3/4 FLD 35 7.8 0.8921
3/22/2012 LAST FLD 35 2.0 0.301
6/14/2012 2/3 EBB 35 1.7 0.2304
10/10/2012 1/2 EBB 35 17.0 1.2304
12/5/2012 1ST FLD 32 2.0 0.301
2/19/2013 3/4 EBB TO LAST EBB 30 2.0 0.301
5/30/2013 1/4 FLD 33 1.7 0.2304
8/15/2013 1ST FLD 35 7.8 0.8921
10/2/2013 1ST EBB 33 4.5 0.6532
11/6/2013 LAST FLD 30 1.8 0.2553
11/22/2013 3/4 FLD 32 1.7 0.2304
2/18/2014 1/2 FLD 32 49.0 1.6902
49
Table 12: Bacteriological Sampling Results
Station ID: 8
Date Tidal Stage Salinity FC Log FC
Median: 6.8
Log Avg: 0.8148
Log Std Dev: 0.4300
Geomean: 6.5277
Estimated 90th: 23
# Samples: 30
# > 260 MPN: 0
# > 43 MPN: 1
2/12/2009 3/4 FLD 32 7.8 0.8921
3/10/2009 3/4 FLD 32 7.8 0.8921
6/15/2009 1/2 FLD 34 2.0 0.301
9/2/2009 LAST FLD 36 79.0 1.8976
9/30/2009 1/2 EBB 30 6.8 0.8325
2/25/2010 1/2 EBB 30 33.0 1.5185
3/25/2010 1/2 EBB 28 2.0 0.301
5/7/2010 3/4 EBB 34 1.8 0.2553
6/29/2010 1/4 FLD 35 23.0 1.3617
8/19/2010 3/4 EBB 36 4.5 0.6532
10/25/2010 1/2 FLD 28 4.5 0.6532
1/3/2011 3/4 FLD 32 7.8 0.8921
2/21/2011 LAST FLD 32 17.0 1.2304
3/30/2011 1/2 EBB 32 13.0 1.1139
5/31/2011 1/4 EBB 35 7.8 0.8921
8/18/2011 1/2 FLD - 2/3 FLD 36 2.0 0.301
12/5/2011 LAST EBB 32 4.5 0.6532
1/23/2012 1/4 EBB 35 17.0 1.2304
2/21/2012 3/4 FLD 35 11.0 1.0414
3/22/2012 LAST FLD 35 2.0 0.301
6/14/2012 2/3 EBB 35 11.0 1.0414
10/10/2012 1/2 EBB 35 6.8 0.8325
12/5/2012 1ST FLD 30 4.5 0.6532
2/19/2013 3/4 EBB TO LAST EBB 30 1.7 0.2304
5/30/2013 1/4 FLD 33 2.0 0.301
8/15/2013 1ST FLD 35 31.0 1.4914
10/2/2013 1ST EBB 33 6.8 0.8325
11/6/2013 LAST FLD 31 2.0 0.301
11/22/2013 3/4 FLD 32 4.5 0.6532
2/18/2014 1/2 FLD 32 7.8 0.8921
Station ID: 10
Date Tidal Stage Salinity FC Log FC
Median: 7.8
Log Avg: 0.9294
Log Std Dev: 0.4362
Geomean: 8.4988
Estimated 90th: 30
# Samples: 30
# > 260 MPN: 0
# > 43 MPN: 3
1/28/2009 1/2 FLD 32 4.5 0.6532
3/10/2009 3/4 FLD 32 7.8 0.8921
6/15/2009 1/2 FLD 34 2.0 0.301
9/2/2009 HIGH 36 130.0 2.1139
9/30/2009 1/2 EBB 30 33.0 1.5185
2/25/2010 1/2 EBB 30 13.0 1.1139
3/25/2010 1/2 EBB 30 7.8 0.8921
5/7/2010 3/4 EBB 34 7.8 0.8921
6/29/2010 1/4 FLD 35 7.8 0.8921
8/19/2010 3/4 EBB 36 17.0 1.2304
10/25/2010 1/2 FLD 30 23.0 1.3617
1/3/2011 3/4 FLD 32 4.5 0.6532
2/21/2011 LAST FLD 32 6.8 0.8325
3/30/2011 1/2 EBB 32 2.0 0.301
5/31/2011 1/4 EBB 35 6.8 0.8325
8/18/2011 1/2 FLD - 2/3 FLD 36 4.5 0.6532
12/5/2011 LAST EBB 32 4.5 0.6532
1/23/2012 1/4 EBB 35 11.0 1.0414
2/21/2012 3/4 FLD 35 7.8 0.8921
3/22/2012 LAST FLD 35 2.0 0.301
6/14/2012 2/3 EBB 35 17.0 1.2304
10/10/2012 1/2 EBB 35 49.0 1.6902
12/5/2012 1ST FLD 30 13.0 1.1139
2/19/2013 3/4 EBB TO LAST EBB 30 2.0 0.301
5/30/2013 1/4 FLD 33 4.5 0.6532
8/15/2013 1ST FLD 35 11.0 1.0414
10/2/2013 1ST EBB 33 49.0 1.6902
11/6/2013 LAST FLD 31 4.5 0.6532
11/22/2013 3/4 FLD 33 6.8 0.8325
2/18/2014 1/2 FLD 32 4.5 0.6532
50
Table 12: Bacteriological Sampling Results
Station ID: 10A
Date Tidal Stage Salinity FC Log FC
Median: 11
Log Avg: 0.9442
Log Std Dev: 0.3871
Geomean: 8.7935
Estimated 90th: 27
# Samples: 30
# > 260 MPN: 0
# > 43 MPN: 1
2/12/2009 3/4 FLD 32 14.0 1.1461
3/10/2009 3/4 FLD 32 4.5 0.6532
6/15/2009 1/2 FLD 34 2.0 0.301
9/2/2009 HIGH 36 70.0 1.8451
9/30/2009 1/2 EBB 30 31.0 1.4914
2/25/2010 1/2 EBB 30 11.0 1.0414
3/25/2010 1/2 EBB 28 7.8 0.8921
5/7/2010 3/4 EBB 33 4.5 0.6532
6/29/2010 1/4 FLD 35 4.5 0.6532
8/19/2010 3/4 EBB 36 4.5 0.6532
10/25/2010 1/2 FLD 29 23.0 1.3617
1/3/2011 3/4 FLD 32 17.0 1.2304
2/21/2011 LAST FLD 32 17.0 1.2304
3/30/2011 1/2 EBB 32 4.5 0.6532
5/31/2011 1/4 EBB 35 13.0 1.1139
8/18/2011 1/2 FLD - 2/3 FLD 36 2.0 0.301
12/5/2011 LAST EBB 32 13.0 1.1139
1/23/2012 1/4 EBB 35 11.0 1.0414
2/21/2012 3/4 FLD 35 22.0 1.3424
3/22/2012 LAST FLD 35 13.0 1.1139
6/14/2012 2/3 EBB 35 17.0 1.2304
10/10/2012 1/2 EBB 35 17.0 1.2304
12/5/2012 1ST FLD 32 7.8 0.8921
2/19/2013 3/4 EBB TO LAST EBB 30 14.0 1.1461
5/30/2013 1/4 FLD 33 2.0 0.301
8/15/2013 1ST FLD 33 4.5 0.6532
10/2/2013 1ST EBB 33 11.0 1.0414
11/6/2013 LAST FLD 31 13.0 1.1139
11/22/2013 3/4 FLD 33 4.5 0.6532
2/18/2014 1/2 FLD 32 1.7 0.2304
Station ID: 10B
Date Tidal Stage Salinity FC Log FC
Median: 10.15
Log Avg: 1.0165
Log Std Dev: 0.4728
Geomean: 10.3868
Estimated 90th: 41
# Samples: 30
# > 260 MPN: 0
# > 43 MPN: 4
2/12/2009 3/4 FLD 32 13.0 1.1139
3/10/2009 3/4 FLD 30 2.0 0.301
6/15/2009 1/2 FLD 32 4.5 0.6532
9/2/2009 HIGH 36 22.0 1.3424
9/30/2009 1/2 EBB 30 49.0 1.6902
2/25/2010 1/2 EBB 30 7.8 0.8921
3/25/2010 1/2 EBB 28 6.8 0.8325
5/7/2010 3/4 EBB 33 17.0 1.2304
6/29/2010 1/4 FLD 35 11.0 1.0414
8/19/2010 3/4 EBB 36 7.8 0.8921
10/25/2010 1/2 FLD 30 23.0 1.3617
1/3/2011 3/4 FLD 32 2.0 0.301
2/21/2011 LAST FLD 32 4.0 0.6021
3/30/2011 1/2 EBB 32 14.0 1.1461
5/31/2011 1/4 EBB 35 11.0 1.0414
8/18/2011 1/2 FLD - 2/3 FLD 36 7.8 0.8921
12/5/2011 LAST EBB 32 7.8 0.8921
1/23/2012 1/4 EBB 35 4.5 0.6532
2/21/2012 3/4 FLD 35 22.0 1.3424
3/22/2012 LAST FLD 35 79.0 1.8976
6/14/2012 2/3 EBB 35 49.0 1.6902
10/10/2012 1/2 EBB 35 23.0 1.3617
12/5/2012 1ST FLD 30 4.5 0.6532
2/19/2013 3/4 EBB TO LAST EBB 30 9.3 0.9685
5/30/2013 1/4 FLD 33 1.7 0.2304
8/15/2013 1ST FLD 33 130.0 2.1139
10/2/2013 1ST EBB 33 23.0 1.3617
11/6/2013 LAST FLD 32 11.0 1.0414
11/22/2013 3/4 FLD 33 2.0 0.301
2/18/2014 1/2 FLD 32 4.5 0.6532
51
Table 12: Bacteriological Sampling Results
Station ID: 11
Date Tidal Stage Salinity FC Log FC
Median: 7.8
Log Avg: 0.8453
Log Std Dev: 0.4227
Geomean: 7.0039
Estimated 90th: 24
# Samples: 30
# > 260 MPN: 0
# > 43 MPN: 1
2/12/2009 3/4 FLD 32 7.8 0.8921
3/10/2009 3/4 FLD 32 2.0 0.301
6/15/2009 1/2 FLD 34 4.5 0.6532
9/2/2009 HIGH 34 23.0 1.3617
9/30/2009 1/2 EBB 31 33.0 1.5185
2/25/2010 1/2 EBB 30 6.8 0.8325
3/25/2010 1/2 EBB 30 11.0 1.0414
5/7/2010 3/4 EBB 34 7.8 0.8921
6/29/2010 1/4 FLD 35 2.0 0.301
8/19/2010 3/4 EBB 36 6.8 0.8325
10/25/2010 1/2 FLD 28 11.0 1.0414
1/3/2011 3/4 FLD 32 13.0 1.1139
2/21/2011 LAST FLD 32 4.5 0.6532
3/30/2011 1/2 EBB 30 49.0 1.6902
5/31/2011 1/4 EBB 35 13.0 1.1139
8/18/2011 1/2 FLD - 2/3 FLD 36 1.7 0.2304
12/5/2011 LAST EBB 32 2.0 0.301
1/23/2012 1/4 EBB 35 12.0 1.0792
2/21/2012 3/4 FLD 35 22.0 1.3424
3/22/2012 LAST FLD 35 7.8 0.8921
6/14/2012 2/3 EBB 35 7.8 0.8921
10/10/2012 1/2 EBB 35 23.0 1.3617
12/5/2012 1ST FLD 30 2.0 0.301
2/19/2013 3/4 EBB TO LAST EBB 30 6.8 0.8325
5/30/2013 1/4 FLD 32 1.7 0.2304
8/15/2013 1ST FLD 33 23.0 1.3617
10/2/2013 1ST EBB 32 4.5 0.6532
11/6/2013 LAST FLD 32 2.0 0.301
11/22/2013 3/4 FLD 33 2.0 0.301
2/18/2014 1/2 FLD 32 11.0 1.0414
Station ID: 13
Date Tidal Stage Salinity FC Log FC
Median: 7.8
Log Avg: 0.8496
Log Std Dev: 0.4037
Geomean: 7.0733
Estimated 90th: 23
# Samples: 30
# > 260 MPN: 0
# > 43 MPN: 1
2/12/2009 3/4 FLD 32 7.8 0.8921
3/10/2009 3/4 FLD 32 7.8 0.8921
6/15/2009 1/2 FLD 32 2.0 0.301
9/2/2009 HIGH 36 22.0 1.3424
9/30/2009 1/2 EBB 31 7.8 0.8921
2/25/2010 1/2 EBB 30 11.0 1.0414
3/25/2010 1/2 EBB 28 49.0 1.6902
5/7/2010 3/4 EBB 34 13.0 1.1139
6/29/2010 1/4 FLD 35 6.8 0.8325
8/19/2010 3/4 EBB 36 17.0 1.2304
10/25/2010 1/2 FLD 30 7.8 0.8921
1/3/2011 3/4 FLD 32 17.0 1.2304
2/21/2011 LAST FLD 32 17.0 1.2304
3/30/2011 1/2 EBB 32 7.8 0.8921
5/31/2011 1/4 EBB 35 6.1 0.7853
8/18/2011 1/2 FLD - 2/3 FLD 36 1.7 0.2304
12/5/2011 LAST EBB 32 13.0 1.1139
1/23/2012 1/4 EBB 35 4.0 0.6021
2/21/2012 3/4 FLD 35 14.0 1.1461
3/22/2012 LAST FLD 33 4.5 0.6532
6/14/2012 2/3 EBB 35 7.8 0.8921
10/10/2012 2/3 EBB 35 17.0 1.2304
12/5/2012 1ST FLD 30 1.8 0.2553
2/19/2013 3/4 EBB TO LAST EBB 30 1.7 0.2304
5/30/2013 1/4 FLD 33 2.0 0.301
8/15/2013 1ST FLD 35 17.0 1.2304
10/2/2013 1ST EBB 32 1.7 0.2304
11/6/2013 LAST FLD 30 17.0 1.2304
11/22/2013 3/4 FLD 33 1.7 0.2304
2/18/2014 1/2 FLD 32 4.5 0.6532
52
Table 12: Bacteriological Sampling Results
Station ID: 15
Date Tidal Stage Salinity FC Log FC
Median: 4.5
Log Avg: 0.7839
Log Std Dev: 0.4460
Geomean: 6.0794
Estimated 90th: 22
# Samples: 30
# > 260 MPN: 0
# > 43 MPN: 1
2/12/2009 3/4 FLD 32 7.8 0.8921
3/10/2009 3/4 FLD 32 4.5 0.6532
6/15/2009 1/2 FLD 34 4.0 0.6021
9/2/2009 HIGH 34 4.5 0.6532
9/30/2009 1/2 EBB 31 11.0 1.0414
2/25/2010 1/2 EBB 30 13.0 1.1139
3/25/2010 1/2 EBB 30 4.5 0.6532
5/7/2010 3/4 EBB 34 4.5 0.6532
6/29/2010 1/4 FLD 35 4.5 0.6532
8/19/2010 3/4 EBB 36 2.0 0.301
10/25/2010 1/2 FLD 30 4.0 0.6021
1/3/2011 3/4 FLD 32 7.8 0.8921
2/21/2011 LAST FLD 32 17.0 1.2304
3/30/2011 1/2 EBB 32 23.0 1.3617
5/31/2011 1/4 EBB 35 4.5 0.6532
8/18/2011 1/2 FLD - 2/3 FLD 36 1.7 0.2304
12/5/2011 LAST EBB 32 6.8 0.8325
1/23/2012 1/4 EBB 35 4.5 0.6532
2/21/2012 3/4 FLD 35 13.0 1.1139
3/22/2012 LAST FLD 35 2.0 0.301
6/14/2012 2/3 EBB 35 33.0 1.5185
10/10/2012 2/3 EBB 35 7.8 0.8921
12/5/2012 1ST FLD 30 2.0 0.301
2/19/2013 3/4 EBB TO LAST EBB 30 2.0 0.301
5/30/2013 1/4 FLD 33 1.7 0.2304
8/15/2013 1ST FLD 33 170.0 2.2304
10/2/2013 1ST EBB 33 7.8 0.8921
11/6/2013 LAST FLD 30 4.0 0.6021
11/22/2013 3/4 FLD 32 1.7 0.2304
2/18/2014 1/2 FLD 32 17.0 1.2304
Station ID: 18
Date Tidal Stage Salinity FC Log FC
Median: 5.65
Log Avg: 0.8689
Log Std Dev: 0.5303
Geomean: 7.3946
Estimated 90th: 35
# Samples: 30
# > 260 MPN: 0
# > 43 MPN: 3
2/12/2009 3/4 FLD 32 2.0 0.301
3/10/2009 3/4 FLD 32 1.7 0.2304
6/15/2009 1/2 FLD 34 33.0 1.5185
9/2/2009 1ST EBB 34 4.5 0.6532
9/30/2009 1/2 EBB 31 4.5 0.6532
2/25/2010 1/2 EBB 30 49.0 1.6902
3/25/2010 1/2 EBB 28 1.7 0.2304
5/7/2010 3/4 EBB 34 48.0 1.6812
6/29/2010 1/4 FLD 35 1.8 0.2553
8/19/2010 3/4 EBB 36 26.0 1.415
10/25/2010 1/2 FLD 30 4.5 0.6532
1/3/2011 3/4 FLD 32 22.0 1.3424
2/21/2011 LAST FLD 32 4.5 0.6532
3/30/2011 1/2 EBB 32 23.0 1.3617
5/31/2011 1/4 EBB 35 22.0 1.3424
8/18/2011 1/2 FLD - 2/3 FLD 36 1.7 0.2304
12/5/2011 LAST EBB 32 49.0 1.6902
1/23/2012 1/4 EBB 35 9.3 0.9685
2/21/2012 3/4 FLD 35 14.0 1.1461
3/22/2012 LAST FLD 35 11.0 1.0414
6/14/2012 2/3 EBB 35 33.0 1.5185
10/10/2012 2/3 EBB 35 33.0 1.5185
12/5/2012 1ST FLD 32 2.0 0.301
2/19/2013 3/4 EBB TO LAST EBB 30 4.0 0.6021
5/30/2013 1/4 FLD 33 1.7 0.2304
8/15/2013 1ST FLD 33 4.5 0.6532
10/2/2013 1ST EBB 33 7.8 0.8921
11/6/2013 LAST FLD 31 6.8 0.8325
11/22/2013 3/4 FLD 33 1.7 0.2304
2/18/2014 1/2 FLD 32 1.7 0.2304
53
Table 12: Bacteriological Sampling Results
Station ID: 19
Date Tidal Stage Salinity FC Log FC
Median: 4.25
Log Avg: 0.6138
Log Std Dev: 0.3758
Geomean: 4.1094
Estimated 90th: 12
# Samples: 30
# > 260 MPN: 0
# > 43 MPN: 0
2/12/2009 3/4 FLD 30 11.0 1.0414
3/10/2009 3/4 FLD 32 1.7 0.2304
6/15/2009 1/2 FLD 34 2.0 0.301
9/2/2009 1ST EBB 36 1.7 0.2304
9/30/2009 1/2 EBB 32 1.7 0.2304
2/25/2010 1/2 EBB 32 4.5 0.6532
3/25/2010 1/2 EBB 30 2.0 0.301
5/7/2010 3/4 EBB 34 6.8 0.8325
6/29/2010 1/4 FLD 35 13.0 1.1139
8/19/2010 3/4 EBB 36 2.0 0.301
10/25/2010 1/2 FLD 32 7.8 0.8921
1/3/2011 3/4 FLD 32 1.7 0.2304
2/21/2011 LAST FLD 32 11.0 1.0414
3/30/2011 1/2 EBB 32 23.0 1.3617
5/31/2011 1/4 EBB 35 7.8 0.8921
8/18/2011 1/2 FLD - 2/3 FLD 36 1.7 0.2304
12/5/2011 LAST EBB 32 17.0 1.2304
1/23/2012 1/4 EBB 35 7.8 0.8921
2/21/2012 3/4 FLD 35 4.0 0.6021
3/22/2012 LAST FLD 35 1.7 0.2304
6/14/2012 2/3 EBB 35 11.0 1.0414
10/10/2012 2/3 EBB 35 4.5 0.6532
12/5/2012 1ST FLD 30 7.8 0.8921
2/19/2013 3/4 EBB TO LAST EBB 30 4.5 0.6532
5/30/2013 1/4 FLD 34 1.7 0.2304
8/15/2013 1ST FLD 35 11.0 1.0414
10/2/2013 1ST EBB 32 1.7 0.2304
11/6/2013 LAST FLD 32 2.0 0.301
11/22/2013 3/4 FLD 33 1.7 0.2304
2/18/2014 1/2 FLD 32 2.0 0.301
Station ID: 20
Date Tidal Stage Salinity FC Log FC
Median: 4.5
Log Avg: 0.7422
Log Std Dev: 0.5109
Geomean: 5.5230
Estimated 90th: 24
# Samples: 30
# > 260 MPN: 0
# > 43 MPN: 2
2/12/2009 3/4 FLD 32 6.8 0.8325
3/10/2009 3/4 FLD 32 1.7 0.2304
6/15/2009 1/2 FLD 32 2.0 0.301
9/2/2009 1ST EBB 34 11.0 1.0414
9/30/2009 1/2 EBB 31 1.8 0.2553
2/25/2010 1/2 EBB 32 22.0 1.3424
3/25/2010 1/2 EBB 30 2.0 0.301
5/7/2010 3/4 EBB 34 1.7 0.2304
6/29/2010 1/4 FLD 35 7.8 0.8921
8/19/2010 3/4 EBB 36 4.5 0.6532
10/25/2010 1/2 FLD 32 2.0 0.301
1/3/2011 3/4 FLD 32 11.0 1.0414
2/21/2011 LAST FLD 32 11.0 1.0414
3/30/2011 1/2 EBB 32 4.5 0.6532
5/31/2011 1/4 EBB 35 130.0 2.1139
8/18/2011 1/2 FLD - 2/3 FLD 36 4.5 0.6532
12/5/2011 LAST EBB 32 23.0 1.3617
1/23/2012 1/4 EBB 35 6.8 0.8325
2/21/2012 3/4 FLD 35 130.0 2.1139
3/22/2012 LAST FLD 35 7.8 0.8921
6/14/2012 2/3 EBB 35 4.5 0.6532
10/10/2012 2/3 EBB 35 17.0 1.2304
12/5/2012 1ST FLD 30 1.8 0.2553
2/19/2013 3/4 EBB TO LAST EBB 30 2.0 0.301
5/30/2013 1/4 FLD 33 2.0 0.301
8/15/2013 1ST FLD 35 4.5 0.6532
10/2/2013 1ST EBB 33 4.5 0.6532
11/6/2013 LAST FLD 32 2.0 0.301
11/22/2013 3/4 FLD 33 1.7 0.2304
2/18/2014 1/2 FLD 32 4.0 0.6021
54
Table 12: Bacteriological Sampling Results
Station ID: 21
Date Tidal Stage Salinity FC Log FC
Median: 4.25
Log Avg: 0.6031
Log Std Dev: 0.3802
Geomean: 4.0099
Estimated 90th: 12
# Samples: 30
# > 260 MPN: 0
# > 43 MPN: 0
2/12/2009 3/4 FLD 32 7.8 0.8921
3/10/2009 3/4 FLD 32 1.8 0.2553
6/15/2009 1/2 FLD 34 1.7 0.2304
9/2/2009 1ST EBB 36 7.8 0.8921
9/30/2009 1/2 EBB 32 4.5 0.6532
2/25/2010 1/2 EBB 32 1.7 0.2304
3/25/2010 1/2 EBB 30 2.0 0.301
5/7/2010 3/4 EBB 34 23.0 1.3617
6/29/2010 1/4 FLD 35 1.7 0.2304
8/19/2010 3/4 EBB 36 4.5 0.6532
10/25/2010 1/2 FLD 32 4.5 0.6532
1/3/2011 3/4 FLD 32 7.8 0.8921
2/21/2011 LAST FLD 32 4.0 0.6021
3/30/2011 1/2 EBB 32 17.0 1.2304
5/31/2011 1/4 EBB 35 7.8 0.8921
8/18/2011 1/2 FLD - 2/3 FLD 36 1.7 0.2304
12/5/2011 LAST EBB 32 1.7 0.2304
1/23/2012 1/4 EBB 35 14.0 1.1461
2/21/2012 3/4 FLD 35 17.0 1.2304
3/22/2012 LAST FLD 35 2.0 0.301
6/14/2012 2/3 EBB 35 1.7 0.2304
10/10/2012 2/3 EBB 35 11.0 1.0414
12/5/2012 1ST FLD 30 1.7 0.2304
2/19/2013 3/4 EBB TO LAST EBB 30 1.7 0.2304
5/30/2013 1/4 FLD 34 1.7 0.2304
8/15/2013 1ST FLD 35 4.5 0.6532
10/2/2013 1ST EBB 34 13.0 1.1139
11/6/2013 LAST FLD 30 2.0 0.301
11/22/2013 3/4 FLD 33 2.0 0.301
2/18/2014 1/2 FLD 32 4.5 0.6532
Station ID: 23
Date Tidal Stage Salinity FC Log FC
Median: 1.7
Log Avg: 0.2951
Log Std Dev: 0.1882
Geomean: 1.9731
Estimated 90th: 3
# Samples: 30
# > 260 MPN: 0
# > 43 MPN: 0
2/12/2009 1/2 FLD 32 1.7 0.2304
3/10/2009 3/4 FLD 34 1.7 0.2304
6/15/2009 1/2 FLD 34 1.7 0.2304
9/2/2009 1ST EBB 36 1.7 0.2304
9/30/2009 1/2 EBB 35 1.7 0.2304
2/25/2010 1/4 EBB 30 1.7 0.2304
3/25/2010 1/2 EBB 30 1.7 0.2304
5/7/2010 2/3 EBB - 3/4 EBB 35 13.0 1.1139
6/29/2010 1/4 EBB 35 2.0 0.301
8/19/2010 1/2 EBB 36 1.7 0.2304
10/25/2010 1/2 FLD 34 1.7 0.2304
1/3/2011 3/4 FLD 32 1.7 0.2304
2/21/2011 3/4 FLD 32 4.5 0.6532
3/30/2011 1/2 EBB 32 1.7 0.2304
5/31/2011 1/4 EBB 35 1.7 0.2304
8/18/2011 3/4 FLD 36 2.0 0.301
12/5/2011 LAST EBB 33 1.7 0.2304
1/23/2012 1ST EBB 35 1.7 0.2304
2/21/2012 LAST FLD 35 1.7 0.2304
3/22/2012 3/4 FLD 35 1.7 0.2304
6/14/2012 1/2 EBB 35 2.0 0.301
10/10/2012 1/2 EBB 35 1.7 0.2304
12/5/2012 1/4 FLD 30 1.7 0.2304
2/19/2013 3/4 FLD 30 1.7 0.2304
5/30/2013 1/4 FLD 34 1.7 0.2304
8/15/2013 LAST EBB 35 4.5 0.6532
10/2/2013 1ST EBB 34 1.7 0.2304
11/6/2013 LAST FLD 31 1.7 0.2304
11/22/2013 3/4 FLD 34 1.7 0.2304
2/18/2014 1/2 FLD 35 1.7 0.2304
55
Table 12: Bacteriological Sampling Results
Station ID: 24
Date Tidal Stage Salinity FC Log FC
Median: 1.7
Log Avg: 0.3049
Log Std Dev: 0.1420
Geomean: 2.0181
Estimated 90th: 3
# Samples: 30
# > 260 MPN: 0
# > 43 MPN: 0
2/12/2009 1/2 FLD 32 1.8 0.2553
3/10/2009 3/4 FLD 34 1.7 0.2304
6/15/2009 1/2 FLD 34 1.7 0.2304
9/2/2009 1ST EBB 34 1.7 0.2304
9/30/2009 1/2 EBB 34 4.5 0.6532
2/25/2010 1/4 EBB 32 4.5 0.6532
3/25/2010 1/2 EBB 32 2.0 0.301
5/7/2010 2/3 EBB - 3/4 EBB 35 1.8 0.2553
6/29/2010 1/4 EBB 35 4.5 0.6532
8/19/2010 1/2 EBB 36 1.7 0.2304
10/25/2010 1/2 FLD 34 1.7 0.2304
1/3/2011 3/4 FLD 32 1.7 0.2304
2/21/2011 3/4 FLD 32 2.0 0.301
3/30/2011 1/2 EBB 32 1.7 0.2304
5/31/2011 1/4 EBB 35 1.7 0.2304
8/18/2011 3/4 FLD 36 1.7 0.2304
12/5/2011 LAST EBB 32 1.7 0.2304
1/23/2012 1ST EBB 35 1.7 0.2304
2/21/2012 LAST FLD 35 2.0 0.301
3/22/2012 3/4 FLD 35 1.7 0.2304
6/14/2012 1/2 EBB 35 1.7 0.2304
10/10/2012 1/2 EBB 35 2.0 0.301
12/5/2012 1/4 FLD 32 2.0 0.301
2/19/2013 3/4 FLD 30 4.5 0.6532
5/30/2013 1/4 FLD 34 1.7 0.2304
8/15/2013 LAST EBB 35 1.7 0.2304
10/2/2013 1ST EBB 33 2.0 0.301
11/6/2013 LAST FLD 32 1.7 0.2304
11/22/2013 3/4 FLD 34 1.7 0.2304
2/18/2014 1/2 FLD 32 2.0 0.301
Station ID: 34
Date Tidal Stage Salinity FC Log FC
Median: 1.7
Log Avg: 0.4014
Log Std Dev: 0.3753
Geomean: 2.5201
Estimated 90th: 7
# Samples: 30
# > 260 MPN: 0
# > 43 MPN: 1
2/12/2009 1/2 FLD 32 1.7 0.2304
3/10/2009 3/4 FLD 34 1.7 0.2304
6/15/2009 1/2 FLD 34 1.7 0.2304
9/2/2009 1ST EBB 34 1.7 0.2304
9/30/2009 1/2 EBB 35 1.7 0.2304
2/25/2010 1/4 EBB 32 17.0 1.2304
3/25/2010 1/2 EBB 30 6.8 0.8325
5/7/2010 2/3 EBB - 3/4 EBB 34 2.0 0.301
6/29/2010 1/4 EBB 35 1.7 0.2304
8/19/2010 1/2 EBB 36 1.7 0.2304
10/25/2010 1/2 FLD 34 1.7 0.2304
1/3/2011 3/4 FLD 32 1.7 0.2304
2/21/2011 3/4 FLD 32 2.0 0.301
3/30/2011 1/2 EBB 32 1.7 0.2304
5/31/2011 1/4 EBB 35 1.7 0.2304
8/18/2011 3/4 FLD 36 1.7 0.2304
12/5/2011 LAST EBB 32 4.5 0.6532
1/23/2012 1ST EBB 35 1.7 0.2304
2/21/2012 LAST FLD 35 1.7 0.2304
3/22/2012 3/4 FLD 35 2.0 0.301
6/14/2012 1/2 EBB 35 1.7 0.2304
10/10/2012 1/2 EBB 35 4.5 0.6532
12/5/2012 1/4 FLD 30 2.0 0.301
2/19/2013 3/4 FLD 30 79.0 1.8976
5/30/2013 1/4 FLD 33 1.7 0.2304
8/15/2013 LAST EBB 33 7.8 0.8921
10/2/2013 1ST EBB 34 1.7 0.2304
11/6/2013 LAST FLD 32 2.0 0.301
11/22/2013 3/4 FLD 32 1.7 0.2304
2/18/2014 1/2 FLD 32 1.7 0.2304
56
Table 12: Bacteriological Sampling Results
Station ID: 35
Date Tidal Stage Salinity FC Log FC
Median: 2
Log Avg: 0.4788
Log Std Dev: 0.3583
Geomean: 3.0117
Estimated 90th: 8
# Samples: 30
# > 260 MPN: 0
# > 43 MPN: 1
2/12/2009 1/2 FLD 32 4.5 0.6532
3/10/2009 3/4 FLD 32 1.7 0.2304
6/15/2009 1/2 FLD 34 1.7 0.2304
9/2/2009 1ST EBB 36 2.0 0.301
9/30/2009 1/2 EBB 34 4.5 0.6532
2/25/2010 1/4 EBB 34 4.5 0.6532
3/25/2010 1/2 EBB 32 2.0 0.301
5/7/2010 2/3 EBB - 3/4 EBB 35 7.8 0.8921
6/29/2010 1/4 EBB 35 4.5 0.6532
8/19/2010 1/2 EBB 36 7.8 0.8921
10/25/2010 1/2 FLD 32 4.5 0.6532
1/3/2011 3/4 FLD 32 4.5 0.6532
2/21/2011 3/4 FLD 32 1.8 0.2553
3/30/2011 1/2 EBB 32 1.7 0.2304
5/31/2011 1/4 EBB 35 2.0 0.301
8/18/2011 3/4 FLD 36 1.7 0.2304
12/5/2011 LAST EBB 32 2.0 0.301
1/23/2012 1ST EBB 35 2.0 0.301
2/21/2012 LAST FLD 35 7.8 0.8921
3/22/2012 3/4 FLD 35 2.0 0.301
6/14/2012 1/2 EBB 35 1.7 0.2304
10/10/2012 1/2 EBB 35 1.7 0.2304
12/5/2012 1/4 FLD 30 2.0 0.301
2/19/2013 3/4 FLD 30 2.0 0.301
5/30/2013 1/4 FLD 33 1.7 0.2304
8/15/2013 LAST EBB 35 6.8 0.8325
10/2/2013 1ST EBB 34 2.0 0.301
11/6/2013 LAST FLD 31 79.0 1.8976
11/22/2013 3/4 FLD 33 1.7 0.2304
2/18/2014 1/2 FLD 32 1.7 0.2304
Station ID: 36
Date Tidal Stage Salinity FC Log FC
Median: 2
Log Avg: 0.4067
Log Std Dev: 0.4219
Geomean: 2.5511
Estimated 90th: 8
# Samples: 30
# > 260 MPN: 0
# > 43 MPN: 1
2/12/2009 1/2 FLD 32 2.0 0.301
3/10/2009 3/4 FLD 32 1.7 0.2304
6/15/2009 1/2 FLD 34 1.7 0.2304
9/2/2009 1ST EBB 34 2.0 0.301
9/30/2009 1/2 EBB 32 2.0 0.301
2/25/2010 1/4 EBB 32 11.0 1.0414
3/25/2010 1/2 EBB 30 1.7 0.2304
5/7/2010 2/3 EBB - 3/4 EBB 35 2.0 0.301
6/29/2010 1/4 EBB 35 1.7 0.2304
8/19/2010 1/2 EBB 36 1.7 0.2304
10/25/2010 1/2 FLD 32 1.7 0.2304
1/3/2011 3/4 FLD 32 1.7 0.2304
2/21/2011 3/4 FLD 30 4.5 0.6532
3/30/2011 1/2 EBB 32 2.0 0.301
5/31/2011 1/4 EBB 35 1.7 0.2304
8/18/2011 3/4 FLD 36 1.8 0.2553
12/5/2011 LAST EBB 32 2.0 0.301
1/23/2012 1ST EBB 35 7.8 0.8921
2/21/2012 LAST FLD 35 1.7 0.2304
3/22/2012 3/4 FLD 35 1.7 0.2304
6/14/2012 1/2 EBB 35 2.0 0.301
10/10/2012 1/2 EBB 35 2.0 0.301
12/5/2012 1/4 FLD 30 2.0 0.301
2/19/2013 3/4 FLD 30 1.7 0.2304
5/30/2013 1/4 FLD 34 1.7 0.2304
8/15/2013 LAST EBB 33 2.0 0.301
10/2/2013 1ST EBB 35 2.0 0.301
11/6/2013 LAST FLD 30 240.0 2.3802
11/22/2013 3/4 FLD 32 2.0 0.301
2/18/2014 1/2 FLD 32 4.0 0.6021
57
Table 12: Bacteriological Sampling Results
Station ID: 37
Date Tidal Stage Salinity FC Log FC
Median: 2
Log Avg: 0.3933
Log Std Dev: 0.2583
Geomean: 2.4735
Estimated 90th: 5
# Samples: 30
# > 260 MPN: 0
# > 43 MPN: 0
2/12/2009 1/2 FLD 32 1.8 0.2553
3/10/2009 3/4 FLD 32 1.7 0.2304
6/15/2009 1/2 FLD 32 1.7 0.2304
9/2/2009 1ST EBB 36 4.0 0.6021
9/30/2009 1/2 EBB 33 4.5 0.6532
2/25/2010 1/4 EBB 32 1.7 0.2304
3/25/2010 1/2 EBB 32 1.7 0.2304
5/7/2010 2/3 EBB - 3/4 EBB 34 2.0 0.301
6/29/2010 1/4 EBB 35 1.7 0.2304
8/19/2010 1/2 EBB 36 2.0 0.301
10/25/2010 1/2 FLD 30 1.7 0.2304
1/3/2011 3/4 FLD 32 1.7 0.2304
2/21/2011 3/4 FLD 34 2.0 0.301
3/30/2011 1/2 EBB 32 4.5 0.6532
5/31/2011 1/4 EBB 35 1.7 0.2304
8/18/2011 3/4 FLD 36 2.0 0.301
12/5/2011 LAST EBB 32 1.7 0.2304
1/23/2012 1ST EBB 35 17.0 1.2304
2/21/2012 LAST FLD 35 2.0 0.301
3/22/2012 3/4 FLD 35 4.5 0.6532
6/14/2012 1/2 EBB 35 2.0 0.301
10/10/2012 1/2 EBB 37 2.0 0.301
12/5/2012 1/4 FLD 32 1.7 0.2304
2/19/2013 3/4 FLD 30 4.5 0.6532
5/30/2013 1/4 FLD 34 1.7 0.2304
8/15/2013 LAST EBB 33 1.7 0.2304
10/2/2013 1ST EBB 34 2.0 0.301
11/6/2013 LAST FLD 31 11.0 1.0414
11/22/2013 3/4 FLD 32 1.7 0.2304
2/18/2014 1/2 FLD 32 4.5 0.6532
Station ID: 40
Date Tidal Stage Salinity FC Log FC
Median: 6.15
Log Avg: 0.7935
Log Std Dev: 0.4915
Geomean: 6.2158
Estimated 90th: 26
# Samples: 30
# > 260 MPN: 0
# > 43 MPN: 0
2/12/2009 3/4 FLD 30 21.0 1.3222
3/10/2009 3/4 FLD 32 9.2 0.9638
6/15/2009 1/2 FLD 32 7.8 0.8921
9/2/2009 LAST FLD 36 13.0 1.1139
9/30/2009 1/2 EBB 31 11.0 1.0414
2/25/2010 1/2 EBB 30 33.0 1.5185
3/25/2010 1/2 EBB 28 1.7 0.2304
5/7/2010 3/4 EBB 34 23.0 1.3617
6/29/2010 1/4 FLD 35 4.5 0.6532
8/19/2010 3/4 EBB 36 1.7 0.2304
10/25/2010 1/2 FLD 30 4.0 0.6021
1/3/2011 3/4 FLD 32 23.0 1.3617
2/21/2011 LAST FLD 32 1.7 0.2304
3/30/2011 1/2 EBB 32 2.0 0.301
5/31/2011 1/4 EBB 35 17.0 1.2304
8/18/2011 1/2 FLD - 2/3 FLD 36 31.0 1.4914
12/5/2011 LAST EBB 32 22.0 1.3424
1/23/2012 1/4 EBB 35 17.0 1.2304
2/21/2012 3/4 FLD 35 23.0 1.3617
3/22/2012 LAST FLD 35 23.0 1.3617
6/14/2012 1/2 EBB 35 2.0 0.301
10/10/2012 2/3 EBB 34 4.5 0.6532
12/5/2012 1ST FLD 32 2.0 0.301
2/19/2013 3/4 EBB TO LAST EBB 30 1.7 0.2304
5/30/2013 1/4 FLD 32 2.0 0.301
8/15/2013 1ST FLD 35 1.7 0.2304
10/2/2013 1ST EBB 34 2.0 0.301
11/6/2013 LAST FLD 32 1.7 0.2304
11/22/2013 3/4 FLD 34 2.0 0.301
2/18/2014 1/2 FLD 32 13.0 1.1139
58
Table 12: Bacteriological Sampling Results
Station ID: 41
Date Tidal Stage Salinity FC Log FC
Median: 4.5
Log Avg: 0.7416
Log Std Dev: 0.4348
Geomean: 5.5163
Estimated 90th: 19
# Samples: 30
# > 260 MPN: 0
# > 43 MPN: 1
2/12/2009 3/4 FLD 30 4.5 0.6532
3/10/2009 3/4 FLD 32 33.0 1.5185
6/15/2009 1/2 FLD 34 2.0 0.301
9/2/2009 LAST FLD 36 6.8 0.8325
9/30/2009 1/2 EBB 30 1.7 0.2304
2/25/2010 1/2 EBB 35 4.5 0.6532
3/25/2010 1/2 EBB 28 4.5 0.6532
5/7/2010 3/4 EBB 34 2.0 0.301
6/29/2010 1/4 FLD 35 4.5 0.6532
8/19/2010 3/4 EBB 36 1.8 0.2553
10/25/2010 1/2 FLD 28 6.8 0.8325
1/3/2011 3/4 FLD 32 21.0 1.3222
2/21/2011 LAST FLD 32 4.5 0.6532
3/30/2011 1/2 EBB 32 79.0 1.8976
5/31/2011 1/4 EBB 35 2.0 0.301
8/18/2011 1/2 FLD - 2/3 FLD 36 7.8 0.8921
12/5/2011 LAST EBB 32 17.0 1.2304
1/23/2012 1/4 EBB 35 23.0 1.3617
2/21/2012 3/4 FLD 35 7.8 0.8921
3/22/2012 LAST FLD 35 1.7 0.2304
6/14/2012 1/2 EBB 35 1.7 0.2304
10/10/2012 1/2 EBB 34 4.5 0.6532
12/5/2012 1ST FLD 32 9.3 0.9685
2/19/2013 3/4 TO LAST EBB 30 14.0 1.1461
5/30/2013 1/4 FLD 33 1.7 0.2304
8/15/2013 1ST FLD 35 4.5 0.6532
10/2/2013 1ST EBB 33 4.0 0.6021
11/6/2013 LAST FLD 32 14.0 1.1461
11/22/2013 3/4 FLD 34 2.0 0.301
2/18/2014 1/2 FLD 32 4.5 0.6532
Station ID: 42
Date Tidal Stage Salinity FC Log FC
Median: 4.5
Log Avg: 0.6968
Log Std Dev: 0.4391
Geomean: 4.9750
Estimated 90th: 18
# Samples: 30
# > 260 MPN: 0
# > 43 MPN: 1
2/12/2009 3/4 FLD 32 49.0 1.6902
3/10/2009 3/4 FLD 32 7.8 0.8921
6/15/2009 1/2 FLD 32 1.7 0.2304
9/2/2009 LAST FLD 36 13.0 1.1139
9/30/2009 1/2 EBB 31 11.0 1.0414
2/25/2010 1/2 EBB 30 4.5 0.6532
3/25/2010 1/2 EBB 28 6.1 0.7853
5/7/2010 3/4 EBB 34 6.8 0.8325
6/29/2010 1/4 FLD 35 2.0 0.301
8/19/2010 3/4 EBB 36 11.0 1.0414
10/25/2010 1/2 FLD 26 2.0 0.301
1/3/2011 3/4 FLD 32 4.5 0.6532
2/21/2011 LAST FLD 32 2.0 0.301
3/30/2011 1/2 EBB 32 1.7 0.2304
5/31/2011 1/4 EBB 35 1.8 0.2553
8/18/2011 1/2 FLD - 2/3 FLD 36 1.7 0.2304
12/5/2011 LAST EBB 32 4.5 0.6532
1/23/2012 1/4 EBB 35 14.0 1.1461
2/21/2012 3/4 FLD 35 27.0 1.4314
3/22/2012 LAST FLD 35 1.8 0.2553
6/14/2012 1/2 EBB 35 1.7 0.2304
10/10/2012 1/2 EBB 34 1.7 0.2304
12/5/2012 1ST FLD 34 1.7 0.2304
2/19/2013 3/4 TO LAST EBB 30 14.0 1.1461
5/30/2013 1/4 FLD 32 1.7 0.2304
8/15/2013 1ST FLD 35 7.8 0.8921
10/2/2013 1ST EBB 33 7.8 0.8921
11/6/2013 LAST FLD 32 33.0 1.5185
11/22/2013 3/4 FLD 34 4.0 0.6021
2/18/2014 1/2 FLD 32 7.8 0.8921
59
Table 12: Bacteriological Sampling Results
Station ID: 42A
Date Tidal Stage Salinity FC Log FC
Median: 3
Log Avg: 0.6445
Log Std Dev: 0.4419
Geomean: 4.4108
Estimated 90th: 16
# Samples: 30
# > 260 MPN: 0
# > 43 MPN: 0
2/12/2009 3/4 FLD 30 2.0 0.301
3/10/2009 3/4 FLD 32 4.5 0.6532
6/15/2009 1/2 FLD 34 1.7 0.2304
9/2/2009 LAST FLD 36 13.0 1.1139
9/30/2009 1/2 EBB 30 2.0 0.301
2/25/2010 1/2 EBB 30 11.0 1.0414
3/25/2010 1/2 EBB 28 2.0 0.301
5/7/2010 3/4 EBB 34 2.0 0.301
6/29/2010 1/4 FLD 35 2.0 0.301
8/19/2010 3/4 EBB 36 4.5 0.6532
10/25/2010 1/2 FLD 26 4.5 0.6532
1/3/2011 3/4 FLD 32 17.0 1.2304
2/21/2011 LAST FLD 32 23.0 1.3617
3/30/2011 1/2 EBB 32 2.0 0.301
5/31/2011 1/4 EBB 35 4.5 0.6532
8/18/2011 1/2 FLD - 2/3 FLD 36 1.8 0.2553
12/5/2011 LAST EBB 32 2.0 0.301
1/23/2012 1/4 EBB 35 17.0 1.2304
2/21/2012 3/4 FLD 34 33.0 1.5185
3/22/2012 LAST FLD 35 1.7 0.2304
6/14/2012 1/2 EBB 35 1.7 0.2304
10/10/2012 1/2 EBB 34 2.0 0.301
12/5/2012 1ST FLD 34 1.7 0.2304
2/19/2013 3/4 TO LAST EBB 30 23.0 1.3617
5/30/2013 1/4 FLD 32 1.7 0.2304
8/15/2013 1ST FLD 35 11.0 1.0414
10/2/2013 1ST EBB 34 6.8 0.8325
11/6/2013 LAST FLD 32 1.7 0.2304
11/22/2013 3/4 FLD 33 4.0 0.6021
2/18/2014 1/2 FLD 32 22.0 1.3424
Station ID: 44A
Date Tidal Stage Salinity FC Log FC
Median: 4.25
Log Avg: 0.5840
Log Std Dev: 0.3622
Geomean: 3.8371
Estimated 90th: 11
# Samples: 30
# > 260 MPN: 0
# > 43 MPN: 0
2/12/2009 3/4 FLD 30 8.2 0.9138
3/10/2009 3/4 FLD 32 2.0 0.301
6/15/2009 1/2 FLD 32 1.7 0.2304
9/2/2009 1ST EBB 36 1.7 0.2304
9/30/2009 1/2 EBB 31 7.8 0.8921
2/25/2010 1/2 EBB 32 17.0 1.2304
3/25/2010 1/2 EBB 30 2.0 0.301
5/7/2010 3/4 EBB 34 4.5 0.6532
6/29/2010 1/4 FLD 35 4.5 0.6532
8/19/2010 3/4 EBB 36 4.5 0.6532
10/25/2010 1/2 FLD 32 1.7 0.2304
1/3/2011 3/4 FLD 32 2.0 0.301
2/21/2011 LAST FLD 32 4.5 0.6532
3/30/2011 1/2 EBB 32 22.0 1.3424
5/31/2011 1/4 EBB 35 7.8 0.8921
8/18/2011 1/2 FLD - 2/3 FLD 36 1.7 0.2304
12/5/2011 LAST EBB 32 4.5 0.6532
1/23/2012 1/4 EBB 35 14.0 1.1461
2/21/2012 3/4 FLD 35 1.7 0.2304
3/22/2012 LAST FLD 35 4.5 0.6532
6/14/2012 2/3 EBB 35 4.5 0.6532
10/10/2012 2/3 EBB 35 23.0 1.3617
12/5/2012 1ST FLD 30 2.0 0.301
2/19/2013 3/4 TO LAST EBB 30 1.7 0.2304
5/30/2013 1/4 FLD 33 2.0 0.301
8/15/2013 1ST FLD 35 1.8 0.2553
10/2/2013 1ST EBB 33 1.7 0.2304
11/6/2013 LAST FLD 32 7.8 0.8921
11/22/2013 3/4 FLD 32 2.0 0.301
2/18/2014 1/2 FLD 32 4.0 0.6021
60
Table 12: Bacteriological Sampling Results
Station ID: 45
Date Tidal Stage Salinity FC Log FC
Median: 13
Log Avg: 1.0645
Log Std Dev: 0.5326
Geomean: 11.6012
Estimated 90th: 55
# Samples: 30
# > 260 MPN: 0
# > 43 MPN: 4
2/12/2009 1/2 FLD 30 14.0 1.1461
3/10/2009 3/4 FLD 30 6.8 0.8325
6/15/2009 1/2 FLD 32 13.0 1.1139
9/2/2009 1ST EBB 32 33.0 1.5185
9/30/2009 1/2 EBB 27 33.0 1.5185
2/25/2010 1/4 EBB 30 33.0 1.5185
3/25/2010 1/2 EBB 24 2.0 0.301
5/7/2010 2/3 EBB - 3/4 EBB 31 33.0 1.5185
6/29/2010 1/4 EBB 35 13.0 1.1139
8/19/2010 1/2 EBB 36 49.0 1.6902
10/25/2010 1/2 FLD 26 4.5 0.6532
1/3/2011 3/4 FLD 28 13.0 1.1139
2/21/2011 3/4 FLD 28 1.8 0.2553
3/30/2011 1/2 EBB 32 4.5 0.6532
5/31/2011 1/4 EBB 35 79.0 1.8976
8/18/2011 3/4 FLD 36 2.0 0.301
12/5/2011 LAST EBB 32 33.0 1.5185
1/23/2012 1ST EBB 35 4.5 0.6532
2/21/2012 LAST FLD 35 8.3 0.9191
3/22/2012 3/4 FLD 35 17.0 1.2304
6/14/2012 1/2 EBB 35 22.0 1.3424
10/10/2012 1/2 EBB 35 49.0 1.6902
12/5/2012 1/4 FLD 30 11.0 1.0414
2/19/2013 3/4 FLD 30 2.0 0.301
5/30/2013 1/4 FLD 31 2.0 0.301
8/15/2013 LAST EBB 33 130.0 2.1139
10/2/2013 1ST EBB 35 23.0 1.3617
11/6/2013 LAST FLD 32 4.5 0.6532
11/22/2013 3/4 FLD 34 2.0 0.301
2/18/2014 1/2 FLD 32 23.0 1.3617
Station ID: 46
Date Tidal Stage Salinity FC Log FC
Median: 2
Log Avg: 0.5259
Log Std Dev: 0.3947
Geomean: 3.3569
Estimated 90th: 10
# Samples: 30
# > 260 MPN: 0
# > 43 MPN: 0
2/12/2009 1/2 FLD 30 4.0 0.6021
3/10/2009 3/4 FLD 32 4.0 0.6021
6/15/2009 1/2 FLD 32 1.7 0.2304
9/2/2009 1ST EBB 34 33.0 1.5185
9/30/2009 1/2 EBB 32 7.8 0.8921
2/25/2010 1/4 EBB 32 13.0 1.1139
3/25/2010 1/2 EBB 28 1.7 0.2304
5/7/2010 2/3 EBB - 3/4 EBB 34 7.8 0.8921
6/29/2010 1/4 EBB 35 1.7 0.2304
8/19/2010 1/2 EBB 36 2.0 0.301
10/25/2010 1/2 FLD 24 2.0 0.301
1/3/2011 3/4 FLD 32 2.0 0.301
2/21/2011 3/4 FLD 28 2.0 0.301
3/30/2011 1/2 EBB 32 1.7 0.2304
5/31/2011 1/4 EBB 35 33.0 1.5185
8/18/2011 3/4 FLD 36 1.7 0.2304
12/5/2011 LAST EBB 32 1.7 0.2304
1/23/2012 1ST EBB 35 7.8 0.8921
2/21/2012 LAST FLD 35 1.7 0.2304
3/22/2012 3/4 FLD 35 1.7 0.2304
6/14/2012 1/2 EBB 35 1.7 0.2304
10/10/2012 1/2 EBB 35 13.0 1.1139
12/5/2012 1/4 FLD 30 2.0 0.301
2/19/2013 3/4 FLD 30 1.8 0.2553
5/30/2013 1/4 FLD 31 1.7 0.2304
8/15/2013 LAST EBB 35 4.0 0.6021
10/2/2013 1ST EBB 33 2.0 0.301
11/6/2013 LAST FLD 31 4.0 0.6021
11/22/2013 3/4 FLD 33 1.7 0.2304
2/18/2014 1/2 FLD 32 6.8 0.8325
61
Table 12: Bacteriological Sampling Results
Station ID: 47
Date Tidal Stage Salinity FC Log FC
Median: 2
Log Avg: 0.5347
Log Std Dev: 0.3452
Geomean: 3.4253
Estimated 90th: 9
# Samples: 30
# > 260 MPN: 0
# > 43 MPN: 0
2/12/2009 1/2 FLD 30 14.0 1.1461
3/10/2009 3/4 FLD 32 4.5 0.6532
6/15/2009 1/2 FLD 32 2.0 0.301
9/2/2009 1ST EBB 36 17.0 1.2304
9/30/2009 1/2 EBB 31 4.5 0.6532
2/25/2010 1/4 EBB 34 17.0 1.2304
3/25/2010 1/2 EBB 28 2.0 0.301
5/7/2010 2/3 EBB - 3/4 EBB 34 9.3 0.9685
6/29/2010 1/4 EBB 35 2.0 0.301
8/19/2010 1/2 EBB 36 4.5 0.6532
10/25/2010 1/2 FLD 26 1.7 0.2304
1/3/2011 3/4 FLD 32 2.0 0.301
2/21/2011 3/4 FLD 28 2.0 0.301
3/30/2011 1/2 EBB 32 1.7 0.2304
5/31/2011 1/4 EBB 35 1.7 0.2304
8/18/2011 3/4 FLD 36 1.7 0.2304
12/5/2011 LAST EBB 32 1.7 0.2304
1/23/2012 1ST EBB 35 2.0 0.301
2/21/2012 LAST FLD 35 2.0 0.301
3/22/2012 3/4 FLD 35 4.5 0.6532
6/14/2012 1/2 EBB 35 4.5 0.6532
10/10/2012 1/2 EBB 35 2.0 0.301
12/5/2012 1/4 FLD 32 2.0 0.301
2/19/2013 3/4 FLD 30 4.5 0.6532
5/30/2013 1/4 FLD 32 2.0 0.301
8/15/2013 LAST EBB 35 17.0 1.2304
10/2/2013 1ST EBB 32 1.7 0.2304
11/6/2013 LAST FLD 31 9.3 0.9685
11/22/2013 3/4 FLD 34 2.0 0.301
2/18/2014 1/2 FLD 32 4.5 0.6532
Station ID: 48
Date Tidal Stage Salinity FC Log FC
Median: 1.7
Log Avg: 0.4241
Log Std Dev: 0.3018
Geomean: 2.6552
Estimated 90th: 6
# Samples: 30
# > 260 MPN: 0
# > 43 MPN: 0
2/12/2009 1/2 FLD 32 1.7 0.2304
3/10/2009 3/4 FLD 32 1.7 0.2304
6/15/2009 1/2 FLD 32 1.7 0.2304
9/2/2009 LAST FLD 36 4.5 0.6532
9/30/2009 1/2 EBB 34 1.7 0.2304
2/25/2010 1/4 EBB 32 6.1 0.7853
3/25/2010 1/2 EBB 30 1.7 0.2304
5/7/2010 2/3 EBB - 3/4 EBB 35 4.5 0.6532
6/29/2010 1/4 EBB 35 1.7 0.2304
8/19/2010 1/2 EBB 36 1.7 0.2304
10/25/2010 1/2 FLD 30 1.7 0.2304
1/3/2011 3/4 FLD 32 1.7 0.2304
2/21/2011 3/4 FLD 30 2.0 0.301
3/30/2011 1/2 EBB 32 1.7 0.2304
5/31/2011 1/4 EBB 35 13.0 1.1139
8/18/2011 3/4 FLD 36 1.7 0.2304
12/5/2011 LAST EBB 32 1.7 0.2304
1/23/2012 1ST EBB 35 4.5 0.6532
2/21/2012 LAST FLD 35 4.5 0.6532
3/22/2012 3/4 FLD 35 4.5 0.6532
6/14/2012 1/2 EBB 35 1.7 0.2304
10/10/2012 1/2 EBB 35 1.7 0.2304
12/5/2012 1/4 FLD 34 6.8 0.8325
2/19/2013 3/4 FLD 30 1.7 0.2304
5/30/2013 1/4 FLD 34 1.7 0.2304
8/15/2013 LAST EBB 35 1.8 0.2553
10/2/2013 1ST EBB 33 1.7 0.2304
11/6/2013 LAST FLD 31 22.0 1.3424
11/22/2013 3/4 FLD 32 1.8 0.2553
2/18/2014 1/2 FLD 32 4.5 0.6532
62
Table 12: Bacteriological Sampling Results
Station ID: 48A
Date Tidal Stage Salinity FC Log FC
Median: 4
Log Avg: 0.6570
Log Std Dev: 0.4065
Geomean: 4.5392
Estimated 90th: 15
# Samples: 30
# > 260 MPN: 0
# > 43 MPN: 1
2/12/2009 1/2 FLD 30 4.0 0.6021
3/10/2009 3/4 FLD 32 4.0 0.6021
6/15/2009 1/2 FLD 32 4.5 0.6532
9/2/2009 LAST FLD 36 1.7 0.2304
9/30/2009 1/2 EBB 33 4.0 0.6021
2/25/2010 1/4 EBB 32 4.0 0.6021
3/25/2010 1/2 EBB 30 1.7 0.2304
5/7/2010 2/3 EBB - 3/4 EBB 34 2.0 0.301
6/29/2010 1/4 EBB 35 1.7 0.2304
8/19/2010 1/2 EBB 36 11.0 1.0414
10/25/2010 1/2 FLD 30 1.7 0.2304
1/3/2011 3/4 FLD 32 7.8 0.8921
2/21/2011 3/4 FLD 30 4.5 0.6532
3/30/2011 1/2 EBB 32 6.1 0.7853
5/31/2011 1/4 EBB 35 17.0 1.2304
8/18/2011 3/4 FLD 36 2.0 0.301
12/5/2011 LAST EBB 32 2.0 0.301
1/23/2012 1ST EBB 35 4.5 0.6532
2/21/2012 LAST FLD 35 23.0 1.3617
3/22/2012 3/4 FLD 35 27.0 1.4314
6/14/2012 1/2 EBB 35 1.7 0.2304
10/10/2012 1/2 EBB 35 13.0 1.1139
12/5/2012 1/4 FLD 34 2.0 0.301
2/19/2013 3/4 FLD 30 4.0 0.6021
5/30/2013 1/4 FLD 32 1.7 0.2304
8/15/2013 LAST EBB 35 46.0 1.6628
10/2/2013 1ST EBB 33 1.7 0.2304
11/6/2013 LAST FLD 32 4.0 0.6021
11/22/2013 3/4 FLD 34 9.3 0.9685
2/18/2014 1/2 FLD 32 6.8 0.8325
Station ID: 48B
Date Tidal Stage Salinity FC Log FC
Median: 4
Log Avg: 0.6763
Log Std Dev: 0.4868
Geomean: 4.7456
Estimated 90th: 19
# Samples: 30
# > 260 MPN: 0
# > 43 MPN: 2
2/12/2009 1/2 FLD 32 2.0 0.301
3/10/2009 3/4 FLD 32 2.0 0.301
6/15/2009 1/2 FLD 32 49.0 1.6902
9/2/2009 LAST FLD 36 13.0 1.1139
9/30/2009 1/2 EBB 33 1.7 0.2304
2/25/2010 1/4 EBB 30 2.0 0.301
3/25/2010 1/2 EBB 30 4.5 0.6532
5/7/2010 2/3 EBB - 3/4 EBB 34 1.7 0.2304
6/29/2010 1/4 EBB 35 6.8 0.8325
8/19/2010 1/2 EBB 36 7.8 0.8921
10/25/2010 1/2 FLD 30 4.5 0.6532
1/3/2011 3/4 FLD 32 2.0 0.301
2/21/2011 3/4 FLD 30 4.5 0.6532
3/30/2011 1/2 EBB 32 2.0 0.301
5/31/2011 1/4 EBB 35 1.7 0.2304
8/18/2011 3/4 FLD 36 1.7 0.2304
12/5/2011 LAST EBB 32 4.0 0.6021
1/23/2012 1ST EBB 35 1.7 0.2304
2/21/2012 LAST FLD 35 2.0 0.301
3/22/2012 3/4 FLD 35 13.0 1.1139
6/14/2012 1/2 EBB 35 4.0 0.6021
10/10/2012 1/2 EBB 35 4.5 0.6532
12/5/2012 1/4 FLD 34 7.8 0.8921
2/19/2013 3/4 FLD 30 2.0 0.301
5/30/2013 1/4 FLD 32 1.7 0.2304
8/15/2013 LAST EBB 35 23.0 1.3617
10/2/2013 1ST EBB 32 23.0 1.3617
11/6/2013 LAST FLD 32 130.0 2.1139
11/22/2013 3/4 FLD 32 3.7 0.5682
2/18/2014 1/2 FLD 32 11.0 1.0414
63
Table 12: Bacteriological Sampling Results
Station ID: 48C
Date Tidal Stage Salinity FC Log FC
Median: 2
Log Avg: 0.5060
Log Std Dev: 0.3939
Geomean: 3.2065
Estimated 90th: 10
# Samples: 30
# > 260 MPN: 0
# > 43 MPN: 1
2/12/2009 1/2 FLD 30 6.8 0.8325
3/10/2009 3/4 FLD 34 1.7 0.2304
6/15/2009 1/2 FLD 32 1.7 0.2304
9/2/2009 1ST EBB 34 14.0 1.1461
9/30/2009 1/2 EBB 32 1.7 0.2304
2/25/2010 1/4 EBB 32 6.8 0.8325
3/25/2010 1/2 EBB 30 2.0 0.301
5/7/2010 2/3 EBB - 3/4 EBB 34 1.8 0.2553
6/29/2010 1/4 EBB 35 1.7 0.2304
8/19/2010 1/2 EBB 36 2.0 0.301
10/25/2010 1/2 FLD 30 2.0 0.301
1/3/2011 3/4 FLD 32 6.8 0.8325
2/21/2011 3/4 FLD 30 4.5 0.6532
3/30/2011 1/2 EBB 32 4.5 0.6532
5/31/2011 1/4 EBB 35 4.5 0.6532
8/18/2011 3/4 FLD 36 1.7 0.2304
12/5/2011 LAST EBB 32 1.7 0.2304
1/23/2012 1ST EBB 35 6.8 0.8325
2/21/2012 LAST FLD 35 2.0 0.301
3/22/2012 3/4 FLD 35 2.0 0.301
6/14/2012 1/2 EBB 35 1.7 0.2304
10/10/2012 1/2 EBB 35 2.0 0.301
12/5/2012 1/4 FLD 34 6.8 0.8325
2/19/2013 3/4 FLD 30 1.7 0.2304
5/30/2013 1/4 FLD 32 1.7 0.2304
8/15/2013 LAST EBB 35 4.0 0.6021
10/2/2013 1ST EBB 33 2.0 0.301
11/6/2013 LAST FLD 32 110.0 2.0414
11/22/2013 3/4 FLD 32 1.7 0.2304
2/18/2014 1/2 FLD 32 4.0 0.6021
Station ID: 49
Date Tidal Stage Salinity FC Log FC
Median: 2
Log Avg: 0.5342
Log Std Dev: 0.4647
Geomean: 3.4216
Estimated 90th: 13
# Samples: 30
# > 260 MPN: 0
# > 43 MPN: 2
2/12/2009 1/2 FLD 32 2.0 0.301
3/10/2009 3/4 FLD 32 1.7 0.2304
6/15/2009 1/2 FLD 34 1.7 0.2304
9/2/2009 1ST EBB 36 7.8 0.8921
9/30/2009 1/2 EBB 32 1.8 0.2553
2/25/2010 1/4 EBB 32 1.7 0.2304
3/25/2010 1/2 EBB 32 2.0 0.301
5/7/2010 2/3 EBB - 3/4 EBB 35 4.5 0.6532
6/29/2010 1/4 EBB 35 6.8 0.8325
8/19/2010 1/2 EBB 36 1.7 0.2304
10/25/2010 1/2 FLD 34 1.7 0.2304
1/3/2011 3/4 FLD 32 4.5 0.6532
2/21/2011 3/4 FLD 32 2.0 0.301
3/30/2011 1/2 EBB 32 1.7 0.2304
5/31/2011 1/4 EBB 35 4.5 0.6532
8/18/2011 3/4 FLD 36 2.0 0.301
12/5/2011 LAST EBB 33 1.7 0.2304
1/23/2012 1ST EBB 35 11.0 1.0414
2/21/2012 LAST FLD 35 1.7 0.2304
3/22/2012 3/4 FLD 35 6.8 0.8325
6/14/2012 1/2 EBB 35 1.7 0.2304
10/10/2012 1/2 EBB 35 13.0 1.1139
12/5/2012 1/4 FLD 30 2.0 0.301
2/19/2013 3/4 FLD 30 1.7 0.2304
5/30/2013 1/4 FLD 34 130.0 2.1139
8/15/2013 LAST EBB 33 2.0 0.301
10/2/2013 1ST EBB 35 4.5 0.6532
11/6/2013 LAST FLD 31 49.0 1.6902
11/22/2013 3/4 FLD 33 2.0 0.301
2/18/2014 1/2 FLD 32 1.7 0.2304
64
Table 12: Bacteriological Sampling Results
Station ID: 50
Date Tidal Stage Salinity FC Log FC
Median: 2
Log Avg: 0.4237
Log Std Dev: 0.2959
Geomean: 2.6529
Estimated 90th: 6
# Samples: 30
# > 260 MPN: 0
# > 43 MPN: 0
2/12/2009 1/2 FLD 30 4.5 0.6532
3/10/2009 3/4 FLD 32 1.7 0.2304
6/15/2009 1/2 FLD 32 1.7 0.2304
9/2/2009 1ST EBB 36 4.5 0.6532
9/30/2009 1/2 EBB 30 2.0 0.301
2/25/2010 1/4 EBB 30 13.0 1.1139
3/25/2010 1/2 EBB 26 2.0 0.301
5/7/2010 2/3 EBB - 3/4 EBB 33 14.0 1.1461
6/29/2010 1/4 EBB 35 1.7 0.2304
8/19/2010 1/2 EBB 36 2.0 0.301
10/25/2010 1/2 FLD 24 1.7 0.2304
1/3/2011 3/4 FLD 32 1.7 0.2304
2/21/2011 3/4 FLD 30 2.0 0.301
3/30/2011 1/2 EBB 32 1.7 0.2304
5/31/2011 1/4 EBB 35 1.7 0.2304
8/18/2011 3/4 FLD 36 2.0 0.301
12/5/2011 LAST EBB 32 1.8 0.2553
1/23/2012 1ST EBB 35 4.5 0.6532
2/21/2012 LAST FLD 35 4.5 0.6532
3/22/2012 3/4 FLD 35 1.7 0.2304
6/14/2012 1/2 EBB 35 1.7 0.2304
10/10/2012 1/2 EBB 35 2.0 0.301
12/5/2012 1/4 FLD 32 7.8 0.8921
2/19/2013 3/4 FLD 30 14.0 1.1461
5/30/2013 1/4 FLD 33 1.7 0.2304
8/15/2013 LAST EBB 35 1.7 0.2304
10/2/2013 1ST EBB 33 2.0 0.301
11/6/2013 LAST FLD 31 2.0 0.301
11/22/2013 3/4 FLD 33 2.0 0.301
2/18/2014 1/2 FLD 32 2.0 0.301
Station ID: 51
Date Tidal Stage Salinity FC Log FC
Median: 2
Log Avg: 0.5108
Log Std Dev: 0.3765
Geomean: 3.2419
Estimated 90th: 9
# Samples: 30
# > 260 MPN: 0
# > 43 MPN: 0
2/12/2009 1/2 FLD 30 2.0 0.301
3/10/2009 3/4 FLD 32 2.0 0.301
6/15/2009 1/2 FLD 32 4.0 0.6021
9/2/2009 1ST EBB 34 13.0 1.1139
9/30/2009 1/2 EBB 29 7.8 0.8921
2/25/2010 1/4 EBB 30 7.8 0.8921
3/25/2010 1/2 EBB 28 1.8 0.2553
5/7/2010 2/3 EBB - 3/4 EBB 33 7.8 0.8921
6/29/2010 1/4 EBB 35 1.7 0.2304
8/19/2010 1/2 EBB 36 4.5 0.6532
10/25/2010 1/2 FLD 24 2.0 0.301
1/3/2011 3/4 FLD 32 2.0 0.301
2/21/2011 3/4 FLD 30 2.0 0.301
3/30/2011 1/2 EBB 32 1.7 0.2304
5/31/2011 1/4 EBB 35 2.0 0.301
8/18/2011 3/4 FLD 36 1.7 0.2304
12/5/2011 LAST EBB 32 1.7 0.2304
1/23/2012 1ST EBB 35 2.0 0.301
2/21/2012 LAST FLD 35 17.0 1.2304
3/22/2012 3/4 FLD 35 2.0 0.301
6/14/2012 1/2 EBB 35 1.8 0.2553
10/10/2012 1/2 EBB 35 1.7 0.2304
12/5/2012 1/4 FLD 30 1.7 0.2304
2/19/2013 3/4 FLD 30 17.0 1.2304
5/30/2013 1/4 FLD 32 1.7 0.2304
8/15/2013 LAST EBB 33 33.0 1.5185
10/2/2013 1ST EBB 32 1.7 0.2304
11/6/2013 LAST FLD 32 4.5 0.6532
11/22/2013 3/4 FLD 32 4.5 0.6532
2/18/2014 1/2 FLD 32 1.7 0.2304
65
Table 12: Bacteriological Sampling Results
Station ID: 52
Date Tidal Stage Salinity FC Log FC
Median: 2
Log Avg: 0.4895
Log Std Dev: 0.3451
Geomean: 3.0865
Estimated 90th: 8
# Samples: 30
# > 260 MPN: 0
# > 43 MPN: 1
2/12/2009 1/2 FLD 32 4.5 0.6532
3/10/2009 3/4 FLD 32 1.7 0.2304
6/15/2009 1/2 FLD 32 1.7 0.2304
9/2/2009 1ST EBB 34 7.8 0.8921
9/30/2009 1/2 EBB 32 2.0 0.301
2/25/2010 1/4 EBB 34 4.5 0.6532
3/25/2010 1/2 EBB 28 2.0 0.301
5/7/2010 2/3 EBB - 3/4 EBB 34 2.0 0.301
6/29/2010 1/4 EBB 35 2.0 0.301
8/19/2010 1/2 EBB 36 6.8 0.8325
10/25/2010 1/2 FLD 30 2.0 0.301
1/3/2011 3/4 FLD 32 2.0 0.301
2/21/2011 3/4 FLD 30 2.0 0.301
3/30/2011 1/2 EBB 32 2.0 0.301
5/31/2011 1/4 EBB 35 2.0 0.301
8/18/2011 3/4 FLD 36 1.7 0.2304
12/5/2011 LAST EBB 32 1.7 0.2304
1/23/2012 1ST EBB 35 4.5 0.6532
2/21/2012 LAST FLD 35 2.0 0.301
3/22/2012 3/4 FLD 35 4.5 0.6532
6/14/2012 1/2 EBB 35 4.5 0.6532
10/10/2012 1/2 EBB 35 7.8 0.8921
12/5/2012 1/4 FLD 32 2.0 0.301
2/19/2013 3/4 FLD 30 2.0 0.301
5/30/2013 1/4 FLD 32 1.7 0.2304
8/15/2013 LAST EBB 35 4.5 0.6532
10/2/2013 1ST EBB 32 4.5 0.6532
11/6/2013 LAST FLD 30 79.0 1.8976
11/22/2013 3/4 FLD 33 1.7 0.2304
2/18/2014 1/2 FLD 32 4.0 0.6021
66
Station ID: # Samples: Median: Geomean: Estimated 90th:
Table 13: Bacteriological Sampling Summary
Summary of sampling data through 2/18/2014. Shaded cells indicate stations in waters closed to shellfish harvest.
1 30 12 10.6077 40
2 30 1.7 2.4155 5
5 30 1.7 2.5914 7
6 30 11 8.8919 41
6B 30 4.5 5.6647 19
7 30 4.5 5.1295 19
8 30 6.8 6.5277 23
10 30