20160352 Ver 1_Followup On Wanchese Harbor Questions_20160901

Strickland, Bev
From: Haines, Andrew
Sent: Thursday, September 01, 2016 2:06 PM
To: Scarbraugh, Anthony
Subject: Followup On Wanchese Harbor Questions
Attachments: 15a ncac 18a .0911.pdf, Bailey Marina.pdf, Seafood Industrial Park Authority.pdf, H-1
Sanitary Survey 2006.pdf
Good afternoon Anthony!
I have finally had some free time to try and follow up on our phone conversations about the shellfish closure around
Wanchese Harbor/Broad Creek, how it came about, why it was adjusted in'07, and why it is in place now. I also wanted
to pass along a little bit of the permit history and background of the work we have done with the applicant over the last
few months/years to try and ensure that any project being built in that area would not cause an expanded closure
beyond the boundaries of the Prohibited area we currently have in place. Hopefully I'll be able to provide you with a
good overall picture of what has gone on in that area, but if you have further questions, don't hesitate to contact me
and we can discuss things further.
As you probably noted in the closure history that Shannon sent earlier, a closure of some sort has been in place
surrounding this area since at least 1963. In order to easily define the boundaries of this closure for enforcement
purposes, two channel markers were originally used to set the outer corners of the Prohibited area.
In 2006, we prepared a Sanitary Survey Report for this particular growing area (see attached). In it, we reviewed our
pollution source survey, as well as our bacteriological water quality sampling data, to determine if all of our closures
were properly designed to protect shellfish consumers from exposure to potentially contaminated product. A review of
the sampling data indicated that bacteriological water quality within a portion of the Wanchese Harbor Prohibited Area
met the standards for Approved status, so we wanted to look at opening some of the waters in that area. At the same
time, however, the pollution source survey indicated the continued presence of pollution sources in and around
Wanchese Harbor, and also the increasing presence of pollution sources along the spit of land that runs down the
eastern shore of the harbor. Due to the presence of these pollution sources, we needed to keep at least a portion of the
existing prohibited area in place, and we also needed to expand the closure to the north from where it was at that time
due to the increased industrial/commercial development along that shoreline, as well as the completion of the
constructed wetland in the area (and more specifically, the presence of significant numbers of birds, associated bird
waste, and a sizable outfall pipe draining water from the constructed wetland). At this time, we had GIS and GPS
technologies available to us when developing the closure boundaries, so we no longer had to rely upon the presence of
channel markers or other landmarks to define the corners of the new closure. So, in early 2007, the closure boundaries
in this area were adjusted to allow for some openings in the outer parts of the area, but also the maintenance and
expansion of a buffer closure around the pollution sources noted during the pollution source survey. That same closure
remains in place now for the same reasons mentioned above.
As you can hopefully see from the above explanation, the closures in this area did not come about originally, and are not
in place currently, due to the presence of the marina projects along that stretch of shoreline. Regardless of marina
construction, the continuing presence of these various pollution sources make it unlikely that we will open up any of this
prohibited area in the near future. With that context in mind, as projects have been proposed along this stretch of
shoreline, we have instead tried to focus on making recommendations when project applications are submitted on how
proposed projects can be adjusted to avoid causing any further expansion of the closure that is already in place.
I have attached our marina rules to this email as well, so you can reference that for details when looking through the
permitting history for projects in this area that I am going to try and include here.

In 2003, a permit was issued to construct "Bailey Marina" along the shoreline very closure to our existing closure line
(see attached pdf labeled "Bailey Marina"). In order to avoid causing an expanded closure, the applicants agreed to
meet the exemption criteria defined in section (1) of our marina rules, where they maintained less than 30 slips and did
not allow the docking of any boats over 24 feet in length or any boats with cabins or heads. That marina was
constructed and operated to meet those requirements for several years.
In 2013, a redevelopment of this property was proposed, and we worked with the applicant to develop a plan that
would allow them to achieve their goals while at that same time not causing any expansion of the surrounding
closure. Eventually, a new permit was issued to redevelop this marina as a 10 -slip facility, which would also avoid
causing a closure regardless of the size of the boats using this facility (see attached pdf labeled "Seafood Industrial Park
Authority'). The redesign of slips defined in this permit has not yet been built.
The permit application that we are currently working with was originally designed in a way that would have caused an
expanded closure extending to the north towards Broad Creek. Through a series of meetings with the applicant and
DCM, we were able to work with them to develop a redesigned project that would not cause an expansion of the
existing prohibited area, and that is where we stand now.
I hope that context and history helps you as you review this permit application, and again, if you have any questions,
don't hesitate to give me a call. Thanks, and enjoy the afternoon!
Andy
Andrew Haines
Environmental Program Supervisor II
Division of Marine Fisheries — Shellfish Sanitation and Recreational Water Quality Section
Department of Environmental Quality
252-808-8149 office
[e-mail]
PO Box 769
Morehead City, NC 28557
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

REPORT OF SANITARY SURVEY
OCTOBER 200f THROUGH JULY 2006
NC DENR, Division of Environmental Health
Shellfish Sanitation and Recreational Water Quality
August 2006 N
F

REF ORT OF 5ANITARY 5URVEY
AREA H-1 ROANOKE SOUND
OCT013ER 2001 THROUGH MAY 2006
prepared 8/06
Approved By:
Date:

CONTENTS
Executive Summary
1.0 Sanitary Survey
1.1 Introduction
1.2 Shoreline Survey of Sources of Pollution
1.3 Hydrographic Factors Responsible for the Spread of Pollution
1.4 Bacteriological Survey of Shellfish Growing Waters
1.5 Summary of Bacteriological Data Analysis
1.6 Overall Evaluation and Recommendation
FIGURES
1. Area Map & Station Locations
2. Shoreline Survey
3. Wanchese Potential Pollution Sources
4. Wanchese Area Pictures
5. Manteo Area Opening
6. Wanchese Area Opening
TABLES
9
11
12
13
40
41
1. Sampling Station Descriptions
10
2. Subdivisions
14
3. Wastewater Treatment Plants
15
4. Marinas
16
5. Rainfall
17
6. Tides and Salinities
19
7. Temporary Closures
22
8. Bacteriological Sampling Data
23
9. Summary of Bacteriological Sampling Data
39

The H-1 area of coastal North Carolina, which includes the Roanoke Sound area of
Dare County, lies in the northern portion of the state off the Atlantic Ocean. Review
of the bacteriological data since the last triennial survey of 2002 indicates little
overall change in bacteriological water quality in most areas of H-1. Some areas
have shown improvement in bacteriological water quality. Two areas will be
reclassified as a result of this survey. Approximately 45 acres in the Manteo area will
be reclassified from Prohibited to Approved. Additionally 240 acres will be
reclassified to Approved in the Wanchese area. Finally, approximately 34 acres will
be reclassified to Prohibited east of Wanchese Harbor.
1.0 SANITARY SURVEY
li11111■1►19d*lBills] 9Is] 0I
Area H-1 is composed of all those waters in Roanoke Sound north of a line from
Smith Island to South Point at Oregon Inlet and south of a line from Northwest
Point to Mann Point. The area includes those waters in Shallowbag Bay, Broad
Creek and Mill Creek. See Figure 1 for an area map and sampling station
locations. Table 1 contains sampling station descriptions.
Roanoke Sound is bordered on the east by the Outer Banks (Nags Head area)
and on the west by Roanoke Island. The Outer Banks portion of the survey area
is comprised of all areas west of Highway (Hwy) 158 and Hwy 12 from the Nags
Head -Kill Devil Hills town limits south to Oregon Inlet. The Roanoke Island
portion of the survey area consists of all areas on the island east of Hwy 64/264
and Hwy 345 and includes eastern Wanchese and Manteo and the residences
on the island's northeastern shore.
H-1 is located in Dare County, which is one of the most rapidly growing counties
in the state. Nags Head has a permanent population of approximately 3,200 but
this number increases to approximately 60,000+ during the summer months.
Manteo has approximately 1,400 permanent residents. These population figures
were acquired from census records and from the respective municipalities. It
should be noted that roughly half the residents of Manteo and Roanoke Island
live outside the H-1 survey area. Much of the survey area is uninhabited
marshland.
1.2 SHORELINE SURVEY OF SOURCES OF POLLUTION
A comprehensive shoreline survey of the H-1 area began 5/13/05 and was
completed on 7/08/05. Annual surveys were completed in 2003, 2004 and 2006
as well. Prior to the survey, the Dare County Health Department was contacted
and informed of the intended route and survey area. All homes, businesses and
places of public assembly within proximity of the open waters of Roanoke Sound

were surveyed except homes and businesses connected to wastewater
treatment plants.
Subdivisions make up a large portion of the survey area (See Figure 2 and Table
2 for specifics and subdivision locations). One of these subdivisions, Pirate's
Cove, continues to see significant development of both single-family residences
and condominiums. Currently there are close to 566 residential units within the
subdivision. There are condominiums under construction with one condominium
building being completed last year. All residences and businesses within Pirate's
Cove are connected to the Manteo Municipal Waste Water Treatment Plant.
Manteo Waterfront is replacing its bulkhead and backfilling the east side of the
waterfront. This could cause some run-off until vegetation is established.
In Nags Head, South Ridge Subdivision is adding another phase of about 16 lots.
This added about 300 yards of paved road.
Nags Head Elementary is still under construction. The school will have a 7000
gallons per day (GPD) low-pressure pipe system with a Bioclere system used for
pretreatment.
The Army Corp of Engineers is currently constructing wetlands in Wanchese at
the mouth of the Industrial Park. A 1,500 -foot rock jetty has been completed.
The next step of the construction will be filling that area with dredge spoils and
planting wetland vegetation. Significant run-off should be expected until the
vegetation is established.
The central Nags Head area continues to see steady and significant construction
of seasonal residences and retail businesses. Much of the construction is in the
Village at Nag's Head subdivision, and even though it is occurring close to the
ocean outside of the survey area, the new houses are connected to the
wastewater treatment plant that is within the area.
There is one 18 -hole golf course in the survey area. The Village at Nags Head
Subdivision is built around this course and there are several retention ponds
constructed to receive run off from the greens, roads, and houses. Due to the
proximity of the course to the sound, some run off could possibly affect water
quality in the sound despite the use of the retention ponds. Housing construction
along the sound in this development has slowed due to the unavailability of lots.
Currently there are approximately 620 houses and condo units located between
the sound and highway in this development.
There are currently five wastewater treatment plants in operation in the H-1
survey area, with only one discharge into the sound (Figure 2, Table 3). The
Manteo Municipal Wastewater Treatment Plant, which has 600,000 GPD
capability, utilizes tertiary treatment with post -chlorination and sulfur dioxide

dechlorination. The plant's current daily use since the last comprehensive report
averaged around 280,000 GPD, but at times exceeded 400,000 GPD. This plant
has a history of exceeding its parameters for fecal coliform, petroleum, and NH3
levels in the effluent discharge. Although the plant is physically located in the H-2
survey area, it discharges 3,400 feet offshore into Shallowbag Bay in the H-1
area. Sludge from the plant is stored in an on-site lagoon until it can be
transported to Newbern Brothers' Farms in Currituck County for land application.
The plant currently provides sewage treatment for all residences and businesses
within town limits of Manteo and the Pirate's Cove subdivision even though much
of Manteo is outside the survey area.
The treatment plant for the Villas Condominiums in north Nags Head is a tertiary
treatment plant with a 60,000 GPD capability that services 120 residential units.
Average usage fluctuates from 5,000 GPD in the winter to 20,000 GPD in the
summer. The plant now discharges into two ponds and no longer discharges into
the sound.
The Village at Nags Head subdivision uses a 400,000 GPD treatment plant, and
they now use their discharge for irrigation of the golf course. The summer peak
usage can be over 280,000 GPD. The plant is permitted to upgrade to 1,000,000
GPD and an upgrade may be necessary as plans call for the subdivision to
double in number of residences.
The wastewater treatment plant for the Tanger Outlet Shopping Center is a
package plant capable of treating 17,000 GPD. There are twenty-four stores
connected and actual usage is 3,300-15,000 GPD. An LPP drain field is used for
final effluent disposal.
The Soundside Pavilion package plant in Nag's Head has a design flow of
35,000 GPD. The Soundside Pavilion is no longer in business, but this plant is
now used by Windmill Point Restaurant. Effluent disposal is by low-pressure
pipe (LPP) distribution.
The Wanchese Seafood Industrial Park wastewater treatment plant is not in
operation as of this date. The 270,000 GPD tertiary treatment plant has been
completed and all existing businesses have been connected but park officials
feel that there is not enough wastewater being produced at this time to operate
the plant efficiently. The treatment plant is planned to go on-line when a larger
amount of wastewater is available such as when a new business opens in the
park. This is not expected to take place in the near future.
There is a discharge pipe next to Jockeys Ridge Park that discharges into the
sound. The pipe drains Soundside Road in Nags Head. This will affect the water
quality in the area of the discharge pipe during a rain event.
3

Andy's Travel Park, the only campground within the survey area, has eight septic
tanks with a total volume of 13,000 GPD and 28 sewage hookups. There were
only three campers present at the time of the survey.
There are nine marinas in the survey area. The boat basin at Pirate's Cove
Marina is the largest in the survey area with 181 slips. Salty Dog Marina is
closed at this time and is being redeveloped. See Figure 2 and Table 4 for
information regarding all marinas within the survey area.
The Broad Creek extended marina was under construction during the time of the
shoreline survey. It has been completed at the time of this report and has 28 boat
slips. Condition of the permit says they cannot have over 29 boats and no boats
over 24' in length, no boats with heads and no boat with cabins. The marina has
two boat ramps. During a rain event run-off from the parking lot can drain into
Broad Creek from the boat ramps. Some evidence of bottom paint maintenance
has been observed in this area. It appears that runoff after rainfall reaches the
waters east of Wanchese Harbor (Figure 3). This was reported to the NC Division
of Water Quality.
The Umphlett Marina will also have 28 slips under the same conditions as Broad
Creek Extended Marina. No construction has started at this time on the marina.
There is a Coast Guard station located at Oregon Inlet that supports 34
coastguardsmen and three rescue vessels, two of which have heads with
removable holding tanks.
The main industry in the survey area is tourism. The majority of the houses in the
Nags Head subdivisions are inhabited only during the summer. There are several
businesses along the sound on Hwy 158 and extend along the causeway on Hwy
64/264. This commercial zone has restaurants, go-cart tracks, miniature golf
courses, gas stations, water sports rental stores (jet skis, air boats, etc.), and two
strip malls, a campground and a small crab picking operation. Many of these
businesses are connected to WWTP's and/or LPP systems.
Manteo also has a commercial area on the waterfront that includes restaurants,
retail stores and Roanoke Festival Park. The park consists of a 230 -seat movie
theater, exhibit hall, visitor center and an outdoor amphitheater that holds 1,000.
The park and the adjacent businesses are connected to the municipal sewage
plant.
Seafood is another big industry in the H-1 survey area and Wanchese Harbor is
the central location for this enterprise. The Wanchese Seafood Industrial Park
consists of 20 businesses on the eastern side of Wanchese Harbor. On the
western side of the harbor there are approximately 12 other businesses. Most of
the businesses along the harbor are seafood packing and processing plants or
businesses such as marinas, outfitters and marine repair shops that support the
park's large fishing fleet. The fleet consists of several large trawlers (4 above 50
4

feet in the harbor at time of survey) and many smaller vessels such as long -liners
and gill net boats. There are also several large trawlers abandoned and half -
submerged within the harbor. A large area around the mouth of the harbor is
closed to shellfishing.
The U. S. National Park Service maintains two conventional septic systems at
the northwestern end of the Oregon Inlet Bridge to dispose of sewage from
throughout the national seashore. One system consists of three tanks (a 5,000
and a 1,000 gallon tank for the Oregon Inlet Fishing Center and a 2,000 gallon
tank for the comfort station also at the fishing center) and a drain field consisting
of six 90' conventional drain lines. The other system, which sits adjacent to the
fishing center system, is used for treating sewage pumped from the pit privies
within the Bodie Island Wildlife Refuge and from the dump station at the federal
campground at Oregon Inlet (not within the survey area). This system consists of
a 32' x 40' conventional drain field and a 3,000 -gallon tank. This system was
found to be failing during time of inspection. Park officials were unable to give
any daily usage estimates or design capacities for either system.
Poisonous or deleterious substances are not a major concern in most of this
survey area due to the lack of industry. There may however be the possibility of
these substances entering the waters around Wanchese where bottom paint
removal is performed and several old trawlers and barges have been left
abandoned around the mouth of the harbor basin.
There are no large concentrations of livestock within the survey area. There is a
small cow pen located in Manteo and a horse pen in Wanchese that both
occasionally flood during periods of high water (Figure 2). There is a substantial
wildlife population in the survey area that could affect water quality. An estimated
25-30,000 waterfowl can be found in Roanoke Sound during the winter months.
The largest concentration of these birds is found in the marshes and freshwater
compounds of Bodie Island Wildlife Refuge (Figure 2). The entire eastern and
western H-1 shoreline south of Hwy 64/264 is marshland so large numbers of
wading birds, nutria, raccoons and other large animals could be expected. A
large population of seagulls would be expected around the Wanchese Seafood
Industrial Park.
A constructed wetlands has been completed and is located in the mouth of the
Broad Creek. The wetlands consist of a 1,500 -foot rock jetty with a drain located
at the north end of the wetlands. The next step of the construction will be filling
that area with dredge spoils and planting wetland vegetation. Several hundred
seagulls, pelicans and a large amount of fecal matter were observed on several
occasions inside the wetlands. Significant run-off should be expected during any
rain event. Refer to Figure 4 for pictures of the spillway pipe from the wetlands
project and waterfowl.
5

During this survey, there were 420 visits made, 390 inspections, 71 conferences,
and one violation was noted. The area was also surveyed one day by boat with
150 additional inspections completed. The violation was located at Oregon Inlet
Fishing Center, as mentioned above, and the Dare County Health Department
was notified and the problem has been corrected. All violations from previous
surveys have been corrected.
This area has had significant flooding from the heavy rainfall associated with
Hurricane Alex and Charlie. The rainwater flooded low-lying areas flooding septic
systems and some homes. The run-off from this should have been significant.
1.3 HYDROGRAPHIC FACTORS RESPONSIBLE FOR THE SPREAD OF
POLLUTION
Area H-1 is influenced by both wind and lunar tides. Oregon Inlet affects current
movements mainly in the southern half of the area, although it can affect the
entire area during certain weather conditions.
Freshwater runoff is generally not a problem in this area unless there is an
unusual storm event. Albemarle Sound, located to the immediate north of Area
H-1, greatly influences the area during periods of northerly winds. With a
combination of heavy rainfall and northerly winds, the H-1 area will receive a
large volume of fresh water from Albemarle Sound and its associated river
systems. Rainfall amounts are recorded for this area at the Shellfish Sanitation
office (Table 5). Salinities are generally low and ranged from zero parts per
thousand (ppt) to 31 ppt during the time frame of this report (Table 6).
Rainfall is not generally a problem in the area due to the small watershed and
sandy soils. Excessive rains can cause temporary closures; however these
events are considered emergency closures, which occur during extremely heavy
rainfall, hurricanes or other severe storm events. Since the last Sanitary Survey
Report, the approved waters of Area H-1 were temporarily closed three times,
totaling 43 days, due to Tropical Storm Gustav in September 2002, Hurricane
Isabel in September 2003, and Hurricane Ophelia in September 2005 (Table 7).
1.4 BACTERIOLOGICAL SURVEY OF SHELLFISH GROWING WATERS
The monitoring of Area H-1 adheres to the systematic random sampling strategy
outlined by the National Shellfish Sanitation Program (NSSP). Currently, the
monitoring consists of 30 sample sets from 32 sampling stations located
throughout the area (Figure 1, Table 1).
The bacteriological survey covered for the preparation of this report included
water samples from 10/8/2001 through 7/12/06. During that time period, a total of
960 water samples were collected and analyzed for fecal coliform bacteria in

compliance with the systematic random sampling regime. Table 8 lists, for each
individual sampling station, the date the sample was obtained, the tidal cycle
upon which the sample was taken, and ambient salinity. Fecal coliform Most
Probable Number (MPN) and summary statistics are listed as well.
Of the 32 sampling stations located in Area H-1, three stations currently exceed
National Shellfish Sanitation Program (NSSP) criteria for approved shellfishing
waters. Each of these stations is located in waters that are closed for shellfish
harvest. Station #9A is located at the entrance to Pirates Cove Marina, has a
geometric mean of 11.67 and exceeds standards with an estimated 90th
percentile of 109. Station #21 has a geometric mean of 13.56 and exceeds
standards with an estimated 90th percentile of 86, which is an increase from 67 in
2002. Station #32 off the National Park Service Canal at Bells Island Bay
exceeds approved standards with an estimated 90th percentile of 53. This is an
improvement from 2002 when the estimated 90th percentile was 98.
Many sampling stations have shown an improvement in bacteriological water
quality since the last Sanitary Survey of 2002. Station #22 has shown the most
dramatic improvement. In 2002, the station exceeded approved standards with a
geometric mean of 14.76 and an estimated 90th percentile of 130. On 9/12/00,
station #22 had a MPN of 1600 with no apparent explanation, which skewed the
data. Currently, the station meets approved standards with a geometric mean of
5.65 and an estimated 90th percentile of 29.
Several stations that are in closed shellfish areas now meet approved standards.
Station #8 has a geometric mean of 3.42 and an estimated 90th percentile of 12
and meets approved standards. Stations #13 and #14 outside of Wanchese also
meet approved standards.
1.5 SUMMARY OF BACTERIOLOGICAL DATA ANALYSIS
Review of the bacteriological data for area H-1 indicates little overall change in
bacteriological water quality since the last Sanitary Survey of 2002. Although
most stations remain unchanged, some stations have shown slight improvement.
Three sampling stations currently exceed NSSP standards for approved waters.
These stations are located areas that are closed for shellfish harvest. Refer to
Table 9 for summary and descriptive bacteriological statistics.
1.6 OVERALL EVALUATION AND RECOMMENDATIONS
Analysis of the last five years of data gathered from sampling stations in the
Roanoke Sound area indicates little overall change in bacteriological water

quality since the last triennial Sanitary Survey of 2002. Although most stations
remain unchanged, some stations have shown an improvement.
As a result of this survey, the Prohibited area between stations #7 and #8 will be
reclassified to Approved. A recommendation will be made to the Division of
Marine Fisheries to open the approximately 45 acres to shellfish harvest (Figure
5).
An opening will also be recommended in the Wanchese area as a result of this
survey. Approximately 240 acres will be reclassified to Approved. A Prohibited
area will remain 500 yards offshore from the current northern closure line to a
point approximately 500 yards south of Thicket Lump Marina and the horse pen
(Figure 6).
Approximately 34 acres of Approved waters will be reclassified to Prohibited east
of Wanchese Harbor due to pollution sources (Figure 6). In recent years the east
side of the harbor area has developed. Industrial pollution sources such as
bottom paint runoff, etc. has been observed. Also, the wetlands project and
associated fecal loads in this area is of concern after rainfall.
The treatment plant for the Villas Condominiums no longer discharges to
Roanoke Sound. This closure will be evaluated in the future when sufficient
depuration time has occurred. The potential for heavy metals, toxics, etc. will be
evaluated as well.

Figure 1: Area Map and Sampling Stations

H-1 SAMPLING STATION DESCRIPTIONS TABLE
STATION#
DESCRIPTION OF SITE
COUNTY
2
Channel Marker #2 Shallowbag Bay
Dare
3
Beacon #30 Roanoke Sound
Dare
4
100 yards southwest of Beacon #32
Dare
7
Beacon #29, Roanoke Sound
Dare
8
Beacon #25, Roanoke Sound
Dare
9
By Draw Bridge
Dare
9A
Mouth of Pirate Cove Marina ditch
Dare
9B
Boat ramp at west end of bridge
Dare
10
Beacon #22, Roanoke Sound
Dare
10A
Mouth of Johns Ditch
Dare
11
Beacon #17, Roanoke Sound
Dare
12
Mouth of Broad Creek
Dare
12A
Head of Broad Creek, junction Johns Ditch
Dare
12E
Half way between station #12 and station #12A
Dare
13
Channel Marker, mouth of Wanchese Harbor
Dare
14
Shipyard dock, Wanchese ( Davis Boat Works)
Dare
15
Day Marker #14, Wanchese
Dare
16
Beacon #1, south tip of Wanchese
Dare
18B
Beacon #10, Channel to Oregon Inlet Fishing Center
Dare
20
50 yards southwest of House Island
Dare
21
50 yards off Tale of Whale restaurant
Dare
22
Mouth of Creek, Daniels Crab House
Dare
22A
Center of Bridge on the north side
Dare
23
Little Bridge on the north side
Dare
24
Sound off Whalebone
Dare
27
100 yards off shore, foot of Old Nags Head road
Dare
27A
Villa's Treatment plant discharge
Dare
27B
Old Nags Head Cove, Channel Marker "ONHC"
Dare
28
Southeast corner Manns Point
Dare
29
East of station #20, in the Bay
Dare
32
Off NPS canal Bells Island Bay
Dare
33
150 yards south of Bells Island
Dare
raye i U

Sloop Isla 15s
Figure 2: H-1 Shoreline Survey
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Figure 3: Wanchese Area
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Roanoke Sound Channel
Roanoke Sound
Broad Creek Point
B & D BOAT WORKS
0 ommy Hammock
HATHAWAY MARINE INC.
WWTP P ED MAKINA
WATKINS CUSTOM SEWING
11R� MARINA
..,
JOHNSON BOAT WORKS
��,�T'� HARBOR WELDING
Mill DRAIN FOR CONSTRUCTED WETLANDS
p2 ONSTRUCTED WETLANDS
HORSE PEN
Oyster Creek
oHog Island
© 1997 DeLortne. Street Atlas USA Smith Island
Mag 14.00
Mon Feb 12 10:59 2007
Scale 1:31,250 (at center)
2000 Feet
1000 Meters
Local Road
Major Connector
State Route
Primary State Route
Point of Interest
Small Town
V Geographic Feature
Lake
LJ
Ir -
f

Figure 4: Wanchese Area
Page 13

H-1 Subdivisions
Table 2
H-1 SUBDIVISIONS
# OF LOTS
# OF HOUSES
#OF HOUSES
METHOD OF
COMMENTS
2002
2005
SEWAGE
NAGS HEAD POND
42
15
23
Septic Tanks
Not adjacent to water. Closest sampling
station #28.
NAGS HEAD ACRES
136
80
87
Septic Tanks
Not adjacent to water. Closest sampling
station #28.
NORTH RIDGE
124
103
105
Septic Tanks
Not adjacent to water. Closest sampling
station #28.
HILLS OF NAGS
44
23
25
Septic Tanks
Not adjacent to water. Closest sampling
HEAD
station #27A.
SOUTH RIDGE
155
130
138
Septic Tanks
Not adjacent to water. Closest sampling
station #27.
OLD NAGS HEAD
512
419
438
Septic Tanks
Built adjacent to sound and series of finger
COVE
canals. Closest sampling stations 27B and
THE VILLAGE AT
800
522
620
500,000 GPD
Many houses not located in the survey area
NAGS HEAD
WWTP
but are connected to WWTP that in within the
POND ISLAND
42
35
35
Septic Tanks
Built adjacent to sound and canals. Closest
sampling stations 22 and 23
BECKENRIDGE
45
22
26
Septic Tanks
Approximately half of the houses built on the
sound
LONE CEDAR
21
0
2
Septic Tanks
PIRATES'S COVE
627 total
566
Manteo WWTP
All units are connected to Manteo WWTP.
projected
One new condominium building since last
SOUTH NAGS HEAD
714
587
Mostly Septic
Subdivisions are Outside of the survey area
SUBDIVISIONS
Tanks, Some LPP
Systems
CLOSEST SAMPLING STATIONS- #30,31,32, AND 33
Page 14

H-1 Wastewater Treatment Plants
Table 3
H-1 WWTP's
I DESIGN CAPACITY
ACTUAL FLOW
EFFLUENT DISPOSAL
COMMENTS
TOWN OF
600,000 GPD
278,000 GPD can reach up to 400,000
Discharge to Shallowbag bay
Started operating in 1993, Tertiary treatment, and post chlorinatio/dechlorination, Closest sampling statin
MANTEO
GPD
#1 and 2.
TANGIER OUTLET
17,000 GPD
3,300-12,000 GPD
Subsurface LPP
Package plant, 24 stores connected closest sampling station #24
MALL
SOUNDSIDE
35,000 GPD
4,800-1,100 GPD
Subsurface LPP
Package plant, used by Windmill Point Restaurant. Closest sampling station #24
PAVILION
THE VILLAGE AT
500,000 GPD will be
250,000- 280,000 GPD depending on the
375,000 GPD non -discharge lagoon,
Treats 620 houses and the Golf coarse.
NAGS HEAD
600,000 in the next 6
time of year
two 125,000 GPD spray fields in
months
needed
Closest sampling station #27
THE VILLAS
60,000 GPD
10,000- 20,000 GPD depending on the
Discharge to several lagoons no
120 units connected. Closest sampling station #27
CONDOMINIUMS
time of year
longer discharge to Roanoke Sound
WANCHESE
270,000 GPD
0
Will discharge to Mill Creek
Not operating, park does not produce enough waste to run plant efficiently at this time. Closest sampling
SEAFOOD
station will be #13
Page 15

H-1 Marinas
Table 4
MARINAS
# OF SLIPS
BODY OF
WATER
PUMP -OUT
POLLUTION
COMMENTS
WATER
CLASSIFICATION
FACILITIES
OLD NAGS HEAD
General dockage
Roanoke
Closed/SA
No
On -board fuel and sewage
Mostly recreational vessels, closest sampling
COVE
Sound
station #27B.
MANTEO TOWN
50 Finger slips and 14 liner slips
Shallowbag
Closed/SA
No
On -board fuel and sewage
City Sewage recreational and commercial
DOCKS
with a total of 64 slips.
Bay
vessels. Closest sampling station #1.
SALTY DAWG
Total number of wet slips 64. 54
Shallowbag
Closed/SA
Marina is closed at this time.
MARINA
finger, and 10 linear. 300 dry slips
Bay
PIRATES COVE
Total number of wet slips 183. 181
Roanoke
Closed/SA
Yes
Gasoline and diesel fuel, haul -out
City Sewage, Mostly Charter Boats, On -board fuel
MARINA
finger slips and 2 linear slips
Sound
and repair materials.
and sewage. Closest sampling station #9A.
WANCHESE
30 Slips
Mill Creek
Closed/SA
Yes
Gasoline and diesel fuel, repair
Mostly Commercial vessels, year round usage.
MARINA
materials.
Closest sampling station # 13.
WANCHESE
General with 20+ Business
Mill Creek
Closed/SA
No
Gasoline and diesel fuel, haul -out
Large Commercial vessels, year round usage.
INDUSTRAIL PARK
and repair materials, Industry.
Closest sampling station # 13.
THICKET LUMP
Total number of wet slips 33. 29
Roanoke
Closed/SA
No
Gasoline and diesel fuel, haul -out
Commercial and recreational vessels, year round
MARINA
finger, and 4 linear.
Sound
and repair materials.
usage. Closest sampling station #14.
ORGEGON INLET
Total # of wet slips 62. 58 finger
Roanoke
Closed/SA
No
Gasoline and diesel fuel.
Mostly Charter Boats, Year round usage. Closest
FISHING CENTER
slips and 4 linear
Sound
sampling station #18.
BROAD CREEK
Total of 41 slips with23 slips and 18
Mill Creek
Closed/SA
No
Haul -out
Mostly Charter Boats, Year round usage. Closest
MARINA
liner dockage
station # 13.
SHALLOWBAG
75 slips with 32 liner dockage space
Shallowbag
Closed/SA
Yes
Gasoline and diesel fuel.
City Sewage, Mostly Charter Boats, On -board fuel
MARINA
for a total of 107 slips
Bay
and sewage. Closest sampling station #2
Page 16

Table 5: H-1 Rainfall
RAINFALL 2003 RAINFALL 2004
DARE COUNTY DARE COUNTY
0.24
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
4.20 5.86 5.11 7.34 6.04 2.42 3.99 6.73 10.25 4.95 0.46 5.09 ITOTAL 1.69 3.15 3.69 4.69 5.26 3.62 3.26 23.38 2.30 0.85 2.81 4.81
Page 17

Table 5: H-1 Rainfall
Page 18

Table 6: Tides and Salinities
STATION NO.
10/08/01
1 11/13/01
1 01/15/02
1 04/08/02
1 06/05/02
1 07/22/02
1 10/02/02 1
11/27/02
1 01/06/03 1
04/13/03
1 05/22/03
06/26/03
2
11
13
8
10
20
18
15
8
7
5
0
0
3
11
14
7
9
20
15
15
8
7
5
0
0
4
11
15
3
10
20
20
15
8
8
5
0
0
7
13
14
8
14
20
15
15
8
8
5
0
0
8
12
15
8
15
20
20
15
9
8
5
4
0
9
A
13
15
7
12
20
20
17
8
8
5
4
0
9
B
13
15
6
14
21
20
15
8
8
5
4
0
9
13
15
10
15
21
20
15
8
8
5
4
0
10
A
12
16
3
14
22
20
15
9
8
5
10
0
10
11
15
9
14
21
20
15
8
9
5
10
0
11
15
15
8
13
22
20
20
8
9
5
10
0
12
A
15
20
4
14
20
20
21
8
10
5
4
0
12
E
20
21
3
14
20
22
21
9
12
5
8
0
12
16
16
4
14
20
20
22
9
10
5
10
0
13
20
20
9
13
20
25
23
9
10
5
10
0
14
20
16
3
14
20
25
24
9
10
5
10
0
15
16
19
11
14
23
25
24
10
10
5
10
0
16
16
20
8
15
23
25
22
10
11
3
8
0
18
B
25
31
9
13
25
28
24
25
15
7
10
0
20
13
15
3
11
23
22
23
10
9
5
5
0
21
13
15
3
12
23
25
20
10
10
6
5
0
22
A
15
15
15
15
24
20
16
8
10
5
3
0
22
15
16
3
15
21
20
17
13
9
7
3
0
23
15
15
15
15
24
20
18
10
9
5
15
0
24
15
15
15
11
23
20
17
10
9
5
8
0
27
A
15
15
15
10
20
17
15
9
7
5
0
0
27
B
13
15
15
10
20
17
20
8
7
4
0
0
27
12
15
15
10
23
19
15
10
8
5
2
0
28
12
13
15
10
20
19
23
8
7
4
0
0
29
12
15
15
10
23
22
22
10
9
5
10
0
32
15
13
15
11
23
25
22
10
9
7
10
0
33
15
14
15
12
24
25
22
10
10
5
12
0
TIDES
LOW
LOW
LOW
LOW
HIGH
HIGH
HIGH
LOW
HIGH
HIGH
HIGH
HIGH
Page 19

Table 6: Tides and Salinities
STATION
NO. 1
10/01/03
1 12/08/03
1 02/09/04
1 04/19/04
1 05/20/04
1 09/30/04
1 11/08/04
12/06/04
02/02/05
1 05/16/05 1
06/14/05
2
5
5
4
12
5
14
6
2
2
10
6
3
5
5
4
10
4
14
4
2
2
7
6
4
5
3
4
10
3
14
6
2
2
7
6
7
5
2
4
10
4
14
4
2
2
7
8
8
5
7
4
10
5
14
4
4
2
8
8
9
A
5
10
5
12
5
14
4
4
2
8
10
9
B
5
10
5
13
5
14
4
4
2
8
10
9
5
9
5
14
5
14
6
4
3
8
8
10
A
5
10
5
12
5
14
6
4
2
9
9
10
5
10
5
12
4
14
4
2
2
9
8
11
5
10
5
2
4
14
8
4
6
12
8
12
A
6
10
6
12
3
14
8
4
6
12
10
12
E
6
10
5
13
4
16
10
6
8
12
10
12
5
10
5
12
4
14
10
4
6
12
9
13
5
10
6
13
3
16
10
4
8
14
8
14
6
10
6
10
4
14
10
4
8
14
8
15
5
10
7
12
4
16
8
4
10
15
6
16
6
10
7
14
4
16
8
6
10
14
6
18
B
8
27
15
14
4
16
8
6
24
14
6
20
5
10
7
14
4
14
7
4
4
12
7
21
7
5
5
13
4
14
6
4
2
11
6
22
A
5
5
5
12
4
14
6
4
2
10
9
22
5
3
5
12
4
14
6
4
4
10
9
23
5
3
5
13
4
14
4
4
1
10
6
24
5
5
4
12
4
16
6
2
2
10
7
27
A
5
4
4
12
3
12
4
2
2
8
10
27
B
5
5
5
12
5
14
4
2
2
8
9
27
5
2
5
11
4
14
4
2
2
8
10
28
6
4
4
12
2
12
4
2
1
6
10
29
5
4
5
13
4
14
6
4
2
10
5
32
9
4
5
14
4
14
8
4
4
10
10
33
7
4
5
12
4
14
6
4
1
10
9
TIDES
HIGH
HIGH
LOW
HIGH
HIGH
HIGH
HIGH
LOW
LOW
HIGH
HIGH
Page 20

Table 6: Tides and Salinities
STATION NO.
07/14/05 1
08/09/05 1
10/05/05 1
02/02/06 1
03/08/06 1
05/17/06 1
07/12/06
2
5
5
10
5
5
13
7
3
5
5
10
5
7
13
7
4
5
5
10
5
7
13
5
7
5
5
10
7
7
13
5
8
5
7
10
9
10
13
7
9 A
9
7
10
15
7
14
8
9 B
9
7
10
15
10
14
8
9
7
7
10
10
10
14
7
10 A
9
7
10
15
10
15
9
10
9
8
10
15
10
14
9
11
9
9
11
8
13
15
9
12 A
10
7
10
8
10
15
9
12 E
10
7
10
8
10
15
9
12
10
9
11
8
10
15
9
13
10
9
12
10
10
15
9
14
10
8
12
12
16
15
9
15
10
9
14
15
13
15
9
16
10
9
16
13
15
15
9
18 B
10
9
25
15
22
16
9
20
10
9
10
5
10
16
9
21
10
9
8
8
10
16
9
22 A
10
9
8
15
10
14
9
22
10
8
8
15
10
14
9
23
10
8
8
8
10
14
9
24
10
5
6
5
10
15
9
27 A
5
4
6
5
5
12
5
27 B
5
5
5
5
7
15
8
27
5
5
6
5
7
14
8
28
7
4
6
5
5
12
4
29
10
8
8
5
9
15
10
32
11
9
8
5
10
15
10
33
11
9
10
5
10
15
10
TIDES
HIGH
HIGH
LOW
LOW
LOW
HIGH
HIGH
Page 21

Table 7: Temporary Closures Area H-1
DATE I
DESCRIPTION
I CLOSE I
OPEN
REASON
09/11/02
All waters within 200 yards of the Sound side of the Outer Banks from Ocracoke Inlet to the Nags Head/Manteo Causeway
11 -Sep
Tropical Storm
09/18/02
All waters within 200 yards of the Sound side of the Outer Banks from Ocracoke Inlet to the Nags Head/Manteo Causeway
19 -Se
09/16/03
Statewide preemptive closure prior to Hurricane Isabel
18 -Sep
Hurricane Isabel
10/14/03
Roanoke Sound area returns to status
15 -Oct
09/13/05
Statewide preemptive closure prior to Hurricane O helia
14 -Sep
Hurricane O helia
09/20/05
H Areas return to status after Hurricane O helia
21 -Se
Page 22

Area H-1: Last 30 Samples As Of 7/12/2006
DATE
STATION NO.
TIDE
SALINITY
FC
LOG FC
07/12/06
2
HIGH
7
1.7
0.2304
05/17/06
2
HIGH
13
4.5
0.6532
03/08/06
2
LOW
5
1.7
0.2304
02/02/06
2
HIGH
5
2.0
0.3010
10/05/05
2
LOW
10
1.7
0.2304
08/09/05
2
HIGH
5
6.8
0.8325
07/14/05
2
HIGH
5
13.0
1.1139
06/14/05
2
HIGH
6
1.7
0.2304
05/16/05
2
HIGH
10
7.8
0.8921
02/02/05
2
LOW
2
2.0
0.3010
12/06/04
2
LOW
2
23.0
1.3617
11/08/04
2
HIGH
6
4.5
0.6532
09/30/04
2
HIGH
14
33.0
1.5185
05/20/04
2
HIGH
5
4.5
0.6532
04/19/04
2
HIGH
12
1.7
0.2304
02/09/04
2
LOW
4
2.0
0.3010
12/08/03
2
HIGH
5
4.5
0.6532
10/01/03
2
HIGH
5
2.0
0.3010
06/26/03
2
HIGH
0
2.0
0.3010
05/22/03
2
HIGH
0
4.5
0.6532
04/13/03
2
HIGH
5
1.7
0.2304
01/06/03
2
HIGH
7
2.0
0.3010
11/27/02
2
LOW
8
6.8
0.8325
10/02/02
2
HIGH
15
1.7
0.2304
07/22/02
2
HIGH
18
1.7
0.2304
06/05/02
2
HIGH
20
1.7
0.2304
04/08/02
2
LOW
10
1.7
0.2304
01/15/02
2
LOW
8
1.7
0.2304
11/13/01
2
LOW
13
2.0
0.3010
10/08/01
2
LOW
11
6.8
0.8325
Number
30
Log Avg:
0.510
Log SD:
0.3636
# > 43:
0
# > 260:
0
Median:
2
Geomean:
3.2340
Est 90th:
9
Table 8
DATE
STATION NO.
TIDE
SALINITY
FC
LOG FC
07/12/06
3
HIGH
7
1.7
0.2304
05/17/06
3
HIGH
13
1.7
0.2304
03/08/06
3
LOW
7
2.0
0.3010
02/02/06
3
HIGH
5
14.0
1.1461
10/05/05
3
LOW
10
1.7
0.2304
08/09/05
3
HIGH
5
13.0
1.1139
07/14/05
3
HIGH
5
1.7
0.2304
06/14/05
3
HIGH
6
1.7
0.2304
05/16/05
3
HIGH
7
1.7
0.2304
02/02/05
3
LOW
2
4.5
0.6532
12/06/04
3
LOW
2
23.0
1.3617
11/08/04
3
HIGH
4
4.0
0.6021
09/30/04
3
HIGH
14
7.8
0.8921
05/20/04
3
HIGH
4
1.7
0.2304
04/19/04
3
HIGH
10
2.0
0.3010
02/09/04
3
LOW
4
2.0
0.3010
12/08/03
3
HIGH
5
2.0
0.3010
10/01/03
3
HIGH
5
1.7
0.2304
06/26/03
3
HIGH
0
1.7
0.2304
05/22/03
3
HIGH
0
2.0
0.3010
04/13/03
3
HIGH
5
4.5
0.6532
01/06/03
3
HIGH
7
1.7
0.2304
11/27/02
3
LOW
8
4.5
0.6532
10/02/02
3
HIGH
15
4.5
0.6532
07/22/02
3
HIGH
15
1.7
0.2304
06/05/02
3
HIGH
20
1.7
0.2304
04/08/02
3
LOW
9
1.8
0.2553
01/15/02
3
LOW
7
1.7
0.2304
11/13/01
3
LOW
14
1.7
0.2304
10/08/01
3
LOW
11
2.0
0.3010
Number
30
Log Avg:
0.434
Log SD:
0.3205
# > 43:
0
# > 260:
0
Median:
1.9
Geomean:
2.7157
Est 90th:
6
Page 23

Area H-1: Last 30 Samples As Of 7/12/2006
DATE
STATION NO.
TIDE
SALINITY
FC
LOG FC
07/12/06
4
HIGH
5
1.7
0.2304
05/17/06
4
HIGH
13
1.7
0.2304
03/08/06
4
LOW
7
2.0
0.3010
02/02/06
4
HIGH
5
2.0
0.3010
10/05/05
4
LOW
10
2.0
0.3010
08/09/05
4
HIGH
5
1.7
0.2304
07/14/05
4
HIGH
5
1.7
0.2304
06/14/05
4
HIGH
6
4.5
0.6532
05/16/05
4
HIGH
7
1.7
0.2304
02/02/05
4
LOW
2
2.0
0.3010
12/06/04
4
LOW
2
13.0
1.1139
11/08/04
4
HIGH
6
4.5
0.6532
09/30/04
4
HIGH
14
11.0
1.0414
05/20/04
4
HIGH
3
23.0
1.3617
04/19/04
4
HIGH
10
4.5
0.6532
02/09/04
4
LOW
4
1.7
0.2304
12/08/03
4
HIGH
3
2.0
0.3010
10/01/03
4
HIGH
5
1.7
0.2304
06/26/03
4
HIGH
0
1.7
0.2304
05/22/03
4
HIGH
0
1.7
0.2304
04/13/03
4
HIGH
5
2.0
0.3010
01/06/03
4
HIGH
8
1.7
0.2304
11/27/02
4
LOW
8
68.0
1.8325
10/02/02
4
HIGH
15
2.0
0.3010
07/22/02
4
HIGH
20
1.7
0.2304
06/05/02
4
HIGH
20
1.7
0.2304
04/08/02
4
LOW
10
1.7
0.2304
01/15/02
4
LOW
3
2.0
0.3010
11/13/01
4
LOW
15
1.7
0.2304
10/08/01
4
LOW
11
1.7
0.2304
Table 8
DATE
STATION NO.
TIDE
SALINITY
FC
LOG FC
07/12/06
7
HIGH
5
1.7
0.2304
05/17/06
7
HIGH
13
1.7
0.2304
03/08/06
7
LOW
7
1.7
0.2304
02/02/06
7
HIGH
7
4.5
0.6532
10/05/05
7
LOW
10
1.7
0.2304
08/09/05
7
HIGH
5
2.0
0.3010
07/14/05
7
HIGH
5
13.0
1.1139
06/14/05
7
HIGH
8
2.0
0.3010
05/16/05
7
HIGH
7
2.0
0.3010
02/02/05
7
LOW
2
2.0
0.3010
12/06/04
7
LOW
2
13.0
1.1139
11/08/04
7
HIGH
4
7.8
0.8921
09/30/04
7
HIGH
14
13.0
1.1139
05/20/04
7
HIGH
4
7.8
0.8921
04/19/04
7
HIGH
10
1.7
0.2304
02/09/04
7
LOW
4
1.8
0.2553
12/08/03
7
HIGH
2
6.8
0.8325
10/01/03
7
HIGH
5
1.7
0.2304
06/26/03
7
HIGH
0
4.5
0.6532
05/22/03
7
HIGH
0
1.7
0.2304
04/13/03
7
HIGH
5
1.7
0.2304
01/06/03
7
HIGH
8
1.7
0.2304
11/27/02
7
LOW
8
4.5
0.6532
10/02/02
7
HIGH
15
1.7
0.2304
07/22/02
7
HIGH
15
1.7
0.2304
06/05/02
7
HIGH
20
1.7
0.2304
04/08/02
7
LOW
14
1.7
0.2304
01/15/02
7
LOW
8
1.7
0.2304
11/13/01
7
LOW
14
2.0
0.3010
10/08/01
7
LOW
13
2.0
0.3010
Number
30
Number
30
Log Avg:
0.439
Log Avg:
0.440
Log SD:
0.3963
Log SD:
0.3122
#>43:
1
#>43:
0
# > 260:
0
# > 260:
0
Median:
1.85
Median:
1.9
Geomean:
2.7488
Geomean:
2.7555
Est 90th:
8
Est 90th:
6
Page 24

Area H-1: Last 30 Samples As Of 7/12/2006
DATE
STATION NO.
TIDE
SALINITY
FC
LOG FC
07/12/06
8
HIGH
7
1.7
0.2304
05/17/06
8
HIGH
13
2.0
0.3010
03/08/06
8
LOW
10
7.8
0.8921
02/02/06
8
HIGH
9
4.5
0.6532
10/05/05
8
LOW
10
2.0
0.3010
08/09/05
8
HIGH
7
23.0
1.3617
07/14/05
8
HIGH
5
79.0
1.8976
06/14/05
8
HIGH
8
1.7
0.2304
05/16/05
8
HIGH
8
2.0
0.3010
02/02/05
8
LOW
2
2.0
0.3010
12/06/04
8
LOW
4
17.0
1.2304
11/08/04
8
HIGH
4
4.5
0.6532
09/30/04
8
HIGH
14
13.0
1.1139
05/20/04
8
HIGH
5
13.0
1.1139
04/19/04
8
HIGH
10
2.0
0.3010
02/09/04
8
LOW
4
2.0
0.3010
12/08/03
8
HIGH
7
11.0
1.0414
10/01/03
8
HIGH
5
1.7
0.2304
06/26/03
8
HIGH
0
2.0
0.3010
05/22/03
8
HIGH
4
1.7
0.2304
04/13/03
8
HIGH
5
2.0
0.3010
01/06/03
8
HIGH
8
1.7
0.2304
11/27/02
8
LOW
9
6.8
0.8325
10/02/02
8
HIGH
15
1.7
0.2304
07/22/02
8
HIGH
20
1.7
0.2304
06/05/02
8
HIGH
20
2.0
0.3010
04/08/02
8
LOW
15
1.7
0.2304
01/15/02
8
LOW
8
1.7
0.2304
11/13/01
8
LOW
15
1.7
0.2304
10/08/01
8
LOW
12
1.7
0.2304
Table 8
DATE
STATION NO.
TIDE
SALINITY
FC
LOG FC
07/12/06
9
A
HIGH
8
1.7
0.2304
05/17/06
9
A
HIGH
14
7.8
0.8921
03/08/06
9
A
LOW
7
4.5
0.6532
02/02/06
9
A
HIGH
15
2.0
0.3010
10/05/05
9
A
LOW
10
4.5
0.6532
08/09/05
9
A
HIGH
7
540.0
2.7324
07/14/05
9
A
HIGH
9
49.0
1.6902
06/14/05
9
A
HIGH
10
49.0
1.6902
05/16/05
9
A
HIGH
8
7.8
0.8921
02/02/05
9
A
LOW
2
7.8
0.8921
12/06/04
9
A
LOW
4
33.0
1.5185
11/08/04
9
A
HIGH
4
2.0
0.3010
09/30/04
9
A
HIGH
14
79.0
1.8976
05/20/04
9
A
HIGH
5
240.0
2.3802
04/19/04
9
A
HIGH
12
240.0
2.3802
02/09/04
9
A
LOW
5
1.7
0.2304
12/08/03
9
A
HIGH
10
11.0
1.0414
10/01/03
9
A
HIGH
5
33.0
1.5185
06/26/03
9
A
HIGH
0
23.0
1.3617
05/22/03
9
A
HIGH
4
1.7
0.2304
04/13/03
9
A
HIGH
5
49.0
1.6902
01/06/03
9
A
HIGH
8
2.0
0.3010
11/27/02
9
A
LOW
8
13.0
1.1139
10/02/02
9
A
HIGH
17
4.5
0.6532
07/22/02
9
A
HIGH
20
4.5
0.6532
06/05/02
9
A
HIGH
20
240.0
2.3802
04/08/02
9
A
LOW
12
2.0
0.3010
01/15/02
9
A
LOW
7
2.0
0.3010
11/13/01
9
A
LOW
15
2.0
0.3010
10/08/01
9
A
LOW
13
6.8
0.8325
Number
30
Number
30
Log Avg:
0.534
Log Avg:
1.067
Log SD:
0.4436
Log SD:
0.7600
#>43:
1
#>43:
8
# > 260:
0
# > 260:
1
Median:
2
Median:
7.8
Geomean:
3.4236
Geomean:
11.6721
Est 90th:
12
Est 90th:
109
Page 25

Area H-1: Last 30 Samples As Of 7/12/2006
DATE
STATION
NO.
TIDE
SALINITY
FC
LOG FC
07/12/06
9
B
HIGH
8
1.7
0.2304
05/17/06
9
B
HIGH
14
23.0
1.3617
03/08/06
9
B
LOW
10
7.8
0.8921
02/02/06
9
B
HIGH
15
4.5
0.6532
10/05/05
9
B
LOW
10
33.0
1.5185
08/09/05
9
B
HIGH
7
33.0
1.5185
07/14/05
9
B
HIGH
9
23.0
1.3617
06/14/05
9
B
HIGH
10
17.0
1.2304
05/16/05
9
B
HIGH
8
2.0
0.3010
02/02/05
9
B
LOW
2
2.0
0.3010
12/06/04
9
B
LOW
4
11.0
1.0414
11/08/04
9
B
HIGH
4
2.0
0.3010
09/30/04
9
B
HIGH
14
33.0
1.5185
05/20/04
9
B
HIGH
5
79.0
1.8976
04/19/04
9
B
HIGH
13
2.0
0.3010
02/09/04
9
B
LOW
5
4.0
0.6021
12/08/03
9
B
HIGH
10
6.8
0.8325
10/01/03
9
B
HIGH
5
2.0
0.3010
06/26/03
9
B
HIGH
0
49.0
1.6902
05/22/03
9
B
HIGH
4
4.5
0.6532
04/13/03
9
B
HIGH
5
33.0
1.5185
01/06/03
9
B
HIGH
8
1.7
0.2304
11/27/02
9
B
LOW
8
7.8
0.8921
10/02/02
9
B
HIGH
15
13.0
1.1139
07/22/02
9
B
HIGH
20
1.7
0.2304
06/05/02
9
B
HIGH
21
33.0
1.5185
04/08/02
9
B
LOW
14
1.7
0.2304
01/15/02
9
B
LOW
6
2.0
0.3010
11/13/01
9
B
LOW
15
1.7
0.2304
10/08/01
9
B
LOW
13
7.8
0.8921
Table 8
DATE
STATION NO.
TIDE
SALINITY
FC
LOG FC
07/12/06
9
HIGH
7
1.7
0.2304
05/17/06
9
HIGH
14
4.0
0.6021
03/08/06
9
LOW
10
11.0
1.0414
02/02/06
9
HIGH
10
1.7
0.2304
10/05/05
9
LOW
10
6.8
0.8325
08/09/05
9
HIGH
7
33.0
1.5185
07/14/05
9
HIGH
7
17.0
1.2304
06/14/05
9
HIGH
8
1.7
0.2304
05/16/05
9
HIGH
8
1.7
0.2304
02/02/05
9
LOW
3
4.0
0.6021
12/06/04
9
LOW
4
13.0
1.1139
11/08/04
9
HIGH
6
4.5
0.6532
09/30/04
9
HIGH
14
13.0
1.1139
05/20/04
9
HIGH
5
22.0
1.3424
04/19/04
9
HIGH
14
1.7
0.2304
02/09/04
9
LOW
5
2.0
0.3010
12/08/03
9
HIGH
9
17.0
1.2304
10/01/03
9
HIGH
5
2.0
0.3010
06/26/03
9
HIGH
0
11.0
1.0414
05/22/03
9
HIGH
4
2.0
0.3010
04/13/03
9
HIGH
5
4.5
0.6532
01/06/03
9
HIGH
8
1.7
0.2304
11/27/02
9
LOW
8
4.5
0.6532
10/02/02
9
HIGH
15
1.7
0.2304
07/22/02
9
HIGH
20
1.7
0.2304
06/05/02
9
HIGH
21
13.0
1.1139
04/08/02
9
LOW
15
1.7
0.2304
01/15/02
9
LOW
10
1.7
0.2304
11/13/01
9
LOW
15
1.7
0.2304
10/08/01
9
LOW
13
6.8
0.8325
Number
30
Number
30
Log Avg:
0.856
Log Avg:
0.634
Log SD:
0.5472
Log SD:
0.4245
#>43:
2
#>43:
0
# > 260:
0
# > 260:
0
Median:
7.3
Median:
4
Geomean:
7.1699
Geomean:
4.3030
Est 90th:
35
Est 90th:
15
Page 26

Area H-1: Last 30 Samples As Of 7/12/2006
DATE
STATION
NO.
TIDE
SALINITY
FC
LOG FC
07/12/06
10
A
HIGH
9
7.8
0.8921
05/17/06
10
A
HIGH
15
27.0
1.4314
03/08/06
10
A
LOW
10
2.0
0.3010
02/02/06
10
A
HIGH
15
1.7
0.2304
10/05/05
10
A
LOW
10
13.0
1.1139
08/09/05
10
A
HIGH
7
79.0
1.8976
07/14/05
10
A
HIGH
9
13.0
1.1139
06/14/05
10
A
HIGH
9
33.0
1.5185
05/16/05
10
A
HIGH
9
2.0
0.3010
02/02/05
10
A
LOW
2
2.0
0.3010
12/06/04
10
A
LOW
4
17.0
1.2304
11/08/04
10
A
HIGH
6
6.8
0.8325
09/30/04
10
A
HIGH
14
46.0
1.6628
05/20/04
10
A
HIGH
5
130.0
2.1139
04/19/04
10
A
HIGH
12
2.0
0.3010
02/09/04
10
A
LOW
5
2.0
0.3010
12/08/03
10
A
HIGH
10
33.0
1.5185
10/01/03
10
A
HIGH
5
1.7
0.2304
06/26/03
10
A
HIGH
0
14.0
1.1461
05/22/03
10
A
HIGH
10
6.8
0.8325
04/13/03
10
A
HIGH
5
1.7
0.2304
01/06/03
10
A
HIGH
8
3.6
0.5563
11/27/02
10
A
LOW
9
2.0
0.3010
10/02/02
10
A
HIGH
15
1.7
0.2304
07/22/02
10
A
HIGH
20
1.7
0.2304
06/05/02
10
A
HIGH
22
1.7
0.2304
04/08/02
10
A
LOW
14
1.7
0.2304
01/15/02
10
A
LOW
3
2.0
0.3010
11/13/01
10
A
LOW
16
1.7
0.2304
10/08/01
10
A
LOW
12
7.8
0.8921
Number
30
Log Avg:
0.757
Log SD:
0.5863
# > 43:
3
# > 260:
0
Median:
2.8
Geomean:
5.7119
Est 90th:
32
Table 8
DATE
STATION NO.
TIDE
SALINITY
FC
LOG FC
07/12/06
10
HIGH
9
1.7
0.2304
05/17/06
10
HIGH
14
1.7
0.2304
03/08/06
10
LOW
10
2.0
0.3010
02/02/06
10
HIGH
15
1.7
0.2304
10/05/05
10
LOW
10
2.0
0.3010
08/09/05
10
HIGH
8
4.5
0.6532
07/14/05
10
HIGH
9
4.5
0.6532
06/14/05
10
HIGH
8
2.0
0.3010
05/16/05
10
HIGH
9
2.0
0.3010
02/02/05
10
LOW
2
7.8
0.8921
12/06/04
10
LOW
2
7.8
0.8921
11/08/04
10
HIGH
4
2.0
0.3010
09/30/04
10
HIGH
14
7.8
0.8921
05/20/04
10
HIGH
4
6.8
0.8325
04/19/04
10
HIGH
12
1.7
0.2304
02/09/04
10
LOW
5
2.0
0.3010
12/08/03
10
HIGH
10
7.8
0.8921
10/01/03
10
HIGH
5
2.0
0.3010
06/26/03
10
HIGH
0
1.7
0.2304
05/22/03
10
HIGH
10
4.0
0.6021
04/13/03
10
HIGH
5
9.3
0.9685
01/06/03
10
HIGH
9
2.0
0.3010
11/27/02
10
LOW
8
6.8
0.8325
10/02/02
10
HIGH
15
1.7
0.2304
07/22/02
10
HIGH
20
1.7
0.2304
06/05/02
10
HIGH
21
1.7
0.2304
04/08/02
10
LOW
14
1.7
0.2304
01/15/02
10
LOW
9
1.7
0.2304
11/13/01
10
LOW
15
2.0
0.3010
10/08/01
10
LOW
11
1.7
0.2304
Number
30
Log Avg:
0.445
Log SD:
0.2741
# > 43:
0
# > 260:
0
Median:
2
Geomean:
2.7871
Est 90th:
6
Page 27

Area H-1: Last 30 Samples As Of 7/12/2006
DATE
STATION NO.
TIDE
SALINITY
FC
LOG FC
07/12/06
11
HIGH
9
1.7
0.2304
05/17/06
11
HIGH
15
1.7
0.2304
03/08/06
11
LOW
13
13.0
1.1139
02/02/06
11
HIGH
8
1.7
0.2304
10/05/05
11
LOW
11
1.7
0.2304
08/09/05
11
HIGH
9
1.7
0.2304
07/14/05
11
HIGH
9
1.7
0.2304
06/14/05
11
HIGH
8
1.7
0.2304
05/16/05
11
HIGH
12
6.8
0.8325
02/02/05
11
LOW
6
4.5
0.6532
12/06/04
11
LOW
4
7.8
0.8921
11/08/04
11
HIGH
8
4.5
0.6532
09/30/04
11
HIGH
14
17.0
1.2304
05/20/04
11
HIGH
4
1.7
0.2304
04/19/04
11
HIGH
2
2.0
0.3010
02/09/04
11
LOW
5
1.7
0.2304
12/08/03
11
HIGH
10
2.0
0.3010
10/01/03
11
HIGH
5
1.8
0.2553
06/26/03
11
HIGH
0
13.0
1.1139
05/22/03
11
HIGH
10
1.7
0.2304
04/13/03
11
HIGH
5
4.5
0.6532
01/06/03
11
HIGH
9
2.0
0.3010
11/27/02
11
LOW
8
7.8
0.8921
10/02/02
11
HIGH
20
1.7
0.2304
07/22/02
11
HIGH
20
4.5
0.6532
06/05/02
11
HIGH
22
1.7
0.2304
04/08/02
11
LOW
13
1.7
0.2304
01/15/02
11
LOW
8
1.7
0.2304
11/13/01
11
LOW
15
1.7
0.2304
10/08/01
11
LOW
15
1.7
0.2304
Number
30
Log Avg:
0.451
Log SD:
0.3253
# > 43:
0
# > 260:
0
Median:
1.7
Geomean:
2.8256
Est 90th:
7
Table 8
DATE
STATION NO.
TIDE
SALINITY
FC
LOG FC
07/12/06
12
A
HIGH
9
4.0
0.6021
05/17/06
12
A
HIGH
15
17.0
1.2304
03/08/06
12
A
LOW
10
2.0
0.3010
02/02/06
12
A
HIGH
8
1.7
0.2304
10/05/05
12
A
LOW
10
2.0
0.3010
08/09/05
12
A
HIGH
7
1.7
0.2304
07/14/05
12
A
HIGH
10
33.0
1.5185
06/14/05
12
A
HIGH
10
13.0
1.1139
05/16/05
12
A
HIGH
12
22.0
1.3424
02/02/05
12
A
LOW
6
1.8
0.2553
12/06/04
12
A
LOW
4
2.0
0.3010
11/08/04
12
A
HIGH
8
49.0
1.6902
09/30/04
12
A
HIGH
14
70.0
1.8451
05/20/04
12
A
HIGH
3
79.0
1.8976
04/19/04
12
A
HIGH
12
2.0
0.3010
02/09/04
12
A
LOW
6
1.7
0.2304
12/08/03
12
A
HIGH
10
4.5
0.6532
10/01/03
12
A
HIGH
6
23.0
1.3617
06/26/03
12
A
HIGH
0
6.8
0.8325
05/22/03
12
A
HIGH
4
2.0
0.3010
04/13/03
12
A
HIGH
5
130.0
2.1139
01/06/03
12
A
HIGH
10
2.0
0.3010
11/27/02
12
A
LOW
8
17.0
1.2304
10/02/02
12
A
HIGH
21
17.0
1.2304
07/22/02
12
A
HIGH
20
2.0
0.3010
06/05/02
12
A
HIGH
20
1.7
0.2304
04/08/02
12
A
LOW
14
1.7
0.2304
01/15/02
12
A
LOW
4
4.5
0.6532
11/13/01
12
A
LOW
20
1.7
0.2304
10/08/01
12
A
LOW
15
11.0
1.0414
Number
30
Log Avg:
0.803
Log SD:
0.6081
# > 43:
4
# > 260:
0
Median:
4.25
Geomean:
6.3593
Est 90th:
38
Page 28

Area H-1: Last 30 Samples As Of 7/12/2006
DATE
STATION
NO.
TIDE
SALINITY
FC
LOG FC
07/12/06
12
E
HIGH
9
1.7
0.2304
05/17/06
12
E
HIGH
15
17.0
1.2304
03/08/06
12
E
LOW
10
4.5
0.6532
02/02/06
12
E
HIGH
8
1.7
0.2304
10/05/05
12
E
LOW
10
2.0
0.3010
08/09/05
12
E
HIGH
7
4.5
0.6532
07/14/05
12
E
HIGH
10
1.7
0.2304
06/14/05
12
E
HIGH
10
6.8
0.8325
05/16/05
12
E
HIGH
12
1.7
0.2304
02/02/05
12
E
LOW
8
1.7
0.2304
12/06/04
12
E
LOW
6
4.5
0.6532
11/08/04
12
E
HIGH
10
33.0
1.5185
09/30/04
12
E
HIGH
16
79.0
1.8976
05/20/04
12
E
HIGH
4
1.7
0.2304
04/19/04
12
E
HIGH
13
1.7
0.2304
02/09/04
12
E
LOW
5
4.5
0.6532
12/08/03
12
E
HIGH
10
7.8
0.8921
10/01/03
12
E
HIGH
6
2.0
0.3010
06/26/03
12
E
HIGH
0
4.5
0.6532
05/22/03
12
E
HIGH
8
2.0
0.3010
04/13/03
12
E
HIGH
5
22.0
1.3424
01/06/03
12
E
HIGH
12
1.8
0.2553
11/27/02
12
E
LOW
9
13.0
1.1139
10/02/02
12
E
HIGH
21
2.0
0.3010
07/22/02
12
E
HIGH
22
1.7
0.2304
06/05/02
12
E
HIGH
20
2.0
0.3010
04/08/02
12
E
LOW
14
1.7
0.2304
01/15/02
12
E
LOW
3
1.7
0.2304
11/13/01
12
E
LOW
21
1.7
0.2304
10/08/01
12
E
LOW
20
4.5
0.6532
Table 8
DATE
STATION NO.
TIDE
SALINITY
FC
LOG FC
07/12/06
12
HIGH
9
2.0
0.3010
05/17/06
12
HIGH
15
4.5
0.6532
03/08/06
12
LOW
10
1.8
0.2553
02/02/06
12
HIGH
8
2.0
0.3010
10/05/05
12
LOW
11
1.7
0.2304
08/09/05
12
HIGH
9
1.7
0.2304
07/14/05
12
HIGH
10
4.0
0.6021
06/14/05
12
HIGH
9
2.0
0.3010
05/16/05
12
HIGH
12
2.0
0.3010
02/02/05
12
LOW
6
4.5
0.6532
12/06/04
12
LOW
4
13.0
1.1139
11/08/04
12
HIGH
10
33.0
1.5185
09/30/04
12
HIGH
14
22.0
1.3424
05/20/04
12
HIGH
4
1.7
0.2304
04/19/04
12
HIGH
12
1.7
0.2304
02/09/04
12
LOW
5
1.7
0.2304
12/08/03
12
HIGH
10
6.8
0.8325
10/01/03
12
HIGH
5
7.8
0.8921
06/26/03
12
HIGH
0
7.8
0.8921
05/22/03
12
HIGH
10
2.0
0.3010
04/13/03
12
HIGH
5
4.5
0.6532
01/06/03
12
HIGH
10
1.7
0.2304
11/27/02
12
LOW
9
33.0
1.5185
10/02/02
12
HIGH
22
1.7
0.2304
07/22/02
12
HIGH
20
1.7
0.2304
06/05/02
12
HIGH
20
1.7
0.2304
04/08/02
12
LOW
14
2.0
0.3010
01/15/02
12
LOW
4
1.7
0.2304
11/13/01
12
LOW
16
4.5
0.6532
10/08/01
12
LOW
16
17.0
1.2304
Number
30
Number
30
Log Avg:
0.568
Log Avg:
0.564
Log SD:
0.4524
Log SD:
0.4201
#>43:
1
#>43:
0
# > 260:
0
# > 260:
0
Median:
2
Median:
2
Geomean:
3.6989
Geomean:
3.6648
Est 90th:
14
Est 90th:
12
Page 29

Area H-1: Last 30 Samples As Of 7/12/2006
DATE
STATION NO.
TIDE
SALINITY
FC
LOG FC
07/12/06
13
HIGH
9
1.7
0.2304
05/17/06
13
HIGH
15
4.0
0.6021
03/08/06
13
LOW
10
130.0
2.1139
02/02/06
13
HIGH
10
1.7
0.2304
10/05/05
13
LOW
12
4.5
0.6532
08/09/05
13
HIGH
9
2.0
0.3010
07/14/05
13
HIGH
10
9.3
0.9685
06/14/05
13
HIGH
8
13.0
1.1139
05/16/05
13
HIGH
14
23.0
1.3617
02/02/05
13
LOW
8
4.5
0.6532
12/06/04
13
LOW
4
4.0
0.6021
11/08/04
13
HIGH
10
22.0
1.3424
09/30/04
13
HIGH
16
23.0
1.3617
05/20/04
13
HIGH
3
6.8
0.8325
04/19/04
13
HIGH
13
1.7
0.2304
02/09/04
13
LOW
6
7.8
0.8921
12/08/03
13
HIGH
10
23.0
1.3617
10/01/03
13
HIGH
5
2.0
0.3010
06/26/03
13
HIGH
0
23.0
1.3617
05/22/03
13
HIGH
10
1.7
0.2304
04/13/03
13
HIGH
5
6.8
0.8325
01/06/03
13
HIGH
10
1.7
0.2304
11/27/02
13
LOW
9
7.8
0.8921
10/02/02
13
HIGH
23
1.7
0.2304
07/22/02
13
HIGH
25
1.8
0.2553
06/05/02
13
HIGH
20
110.0
2.0414
04/08/02
13
LOW
13
1.7
0.2304
01/15/02
13
LOW
9
2.0
0.3010
11/13/01
13
LOW
20
1.7
0.2304
10/08/01
13
LOW
20
2.0
0.3010
Table 8
DATE
STATION NO.
TIDE
SALINITY
FC
LOG FC
07/12/06
14
HIGH
9
2.0
0.3010
05/17/06
14
HIGH
15
4.5
0.6532
03/08/06
14
LOW
16
1.7
0.2304
02/02/06
14
HIGH
12
4.5
0.6532
10/05/05
14
LOW
12
21.0
1.3222
08/09/05
14
HIGH
8
33.0
1.5185
07/14/05
14
HIGH
10
17.0
1.2304
06/14/05
14
HIGH
8
6.8
0.8325
05/16/05
14
HIGH
14
4.5
0.6532
02/02/05
14
LOW
8
1.7
0.2304
12/06/04
14
LOW
4
11.0
1.0414
11/08/04
14
HIGH
10
11.0
1.0414
09/30/04
14
HIGH
14
23.0
1.3617
05/20/04
14
HIGH
4
33.0
1.5185
04/19/04
14
HIGH
10
1.7
0.2304
02/09/04
14
LOW
6
6.1
0.7853
12/08/03
14
HIGH
10
4.5
0.6532
10/01/03
14
HIGH
6
2.0
0.3010
06/26/03
14
HIGH
0
33.0
1.5185
05/22/03
14
HIGH
10
130.0
2.1139
04/13/03
14
HIGH
5
33.0
1.5185
01/06/03
14
HIGH
10
1.7
0.2304
11/27/02
14
LOW
9
4.5
0.6532
10/02/02
14
HIGH
24
2.0
0.3010
07/22/02
14
HIGH
25
4.5
0.6532
06/05/02
14
HIGH
20
4.5
0.6532
04/08/02
14
LOW
14
2.0
0.3010
01/15/02
14
LOW
3
4.0
0.6021
11/13/01
14
LOW
16
1.8
0.2553
10/08/01
14
LOW
20
23.0
1.3617
Number
30
Number
30
Log Avg:
0.743
Log Avg:
0.824
Log SD:
0.5534
Log SD:
0.5173
#>43:
2
#>43:
1
# > 260:
0
# > 260:
0
Median:
4.25
Median:
4.5
Geomean:
5.5334
Geomean:
6.6683
Est 90th:
28
Est 90th:
30
Page 30

Area H-1: Last 30 Samples As Of 7/12/2006
DATE
STATION NO.
TIDE
SALINITY
FC
LOG FC
07/12/06
15
HIGH
9
1.7
0.2304
05/17/06
15
HIGH
15
2.0
0.3010
03/08/06
15
LOW
13
2.0
0.3010
02/02/06
15
HIGH
15
1.7
0.2304
10/05/05
15
LOW
14
4.5
0.6532
08/09/05
15
HIGH
9
1.7
0.2304
07/14/05
15
HIGH
10
4.5
0.6532
06/14/05
15
HIGH
6
1.7
0.2304
05/16/05
15
HIGH
15
1.7
0.2304
02/02/05
15
LOW
10
2.0
0.3010
12/06/04
15
LOW
4
7.8
0.8921
11/08/04
15
HIGH
8
11.0
1.0414
09/30/04
15
HIGH
16
49.0
1.6902
05/20/04
15
HIGH
4
2.0
0.3010
04/19/04
15
HIGH
12
4.5
0.6532
02/09/04
15
LOW
7
2.0
0.3010
12/08/03
15
HIGH
10
13.0
1.1139
10/01/03
15
HIGH
5
1.7
0.2304
06/26/03
15
HIGH
0
1.7
0.2304
05/22/03
15
HIGH
10
2.0
0.3010
04/13/03
15
HIGH
5
4.5
0.6532
01/06/03
15
HIGH
10
4.5
0.6532
11/27/02
15
LOW
10
23.0
1.3617
10/02/02
15
HIGH
24
7.8
0.8921
07/22/02
15
HIGH
25
1.7
0.2304
06/05/02
15
HIGH
23
4.5
0.6532
04/08/02
15
LOW
14
1.7
0.2304
01/15/02
15
LOW
11
1.7
0.2304
11/13/01
15
LOW
19
1.7
0.2304
10/08/01
15
LOW
16
4.5
0.6532
Number
30
Log Avg:
0.530
Log SD:
0.3855
# > 43:
1
# > 260:
0
Median:
2
Geomean:
3.3898
Est 90th:
10
Table 8
DATE
STATION NO.
TIDE
SALINITY
FC
LOG FC
07/12/06
16
HIGH
9
1.7
0.2304
05/17/06
16
HIGH
15
1.7
0.2304
03/08/06
16
LOW
15
1.7
0.2304
02/02/06
16
HIGH
13
1.7
0.2304
10/05/05
16
LOW
16
7.8
0.8921
08/09/05
16
HIGH
9
1.7
0.2304
07/14/05
16
HIGH
10
1.7
0.2304
06/14/05
16
HIGH
6
1.7
0.2304
05/16/05
16
HIGH
14
1.7
0.2304
02/02/05
16
LOW
10
1.7
0.2304
12/06/04
16
LOW
6
4.5
0.6532
11/08/04
16
HIGH
8
4.5
0.6532
09/30/04
16
HIGH
16
7.8
0.8921
05/20/04
16
HIGH
4
1.8
0.2553
04/19/04
16
HIGH
14
1.7
0.2304
02/09/04
16
LOW
7
1.7
0.2304
12/08/03
16
HIGH
10
4.5
0.6532
10/01/03
16
HIGH
6
4.5
0.6532
06/26/03
16
HIGH
0
1.7
0.2304
05/22/03
16
HIGH
8
1.7
0.2304
04/13/03
16
HIGH
3
1.7
0.2304
01/06/03
16
HIGH
11
1.7
0.2304
11/27/02
16
LOW
10
4.5
0.6532
10/02/02
16
HIGH
22
1.7
0.2304
07/22/02
16
HIGH
25
1.7
0.2304
06/05/02
16
HIGH
23
1.7
0.2304
04/08/02
16
LOW
15
1.7
0.2304
01/15/02
16
LOW
8
2.0
0.3010
11/13/01
16
LOW
20
2.0
0.3010
10/08/01
16
LOW
16
4.5
0.6532
Number
30
Log Avg:
0.365
Log SD:
0.2211
# > 43:
0
# > 260:
0
Median:
1.7
Geomean:
2.3155
Est 90th:
4
Page 31

Area H-1: Last 30 Samples As Of 7/12/2006
DATE
STATION
NO.
TIDE
SALINITY
FC
LOG FC
07/12/06
18
B
HIGH
9
1.7
0.2304
05/17/06
18
B
HIGH
16
1.7
0.2304
03/08/06
18
B
LOW
22
1.7
0.2304
02/02/06
18
B
HIGH
15
1.7
0.2304
10/05/05
18
B
LOW
25
2.0
0.3010
08/09/05
18
B
HIGH
9
1.7
0.2304
07/14/05
18
B
HIGH
10
1.7
0.2304
06/14/05
18
B
HIGH
6
2.0
0.3010
05/16/05
18
B
HIGH
14
1.7
0.2304
02/02/05
18
B
LOW
24
1.7
0.2304
12/06/04
18
B
LOW
6
11.0
1.0414
11/08/04
18
B
HIGH
8
1.7
0.2304
09/30/04
18
B
HIGH
16
23.0
1.3617
05/20/04
18
B
HIGH
4
1.7
0.2304
04/19/04
18
B
HIGH
14
2.0
0.3010
02/09/04
18
B
LOW
15
1.7
0.2304
12/08/03
18
B
HIGH
27
4.5
0.6532
10/01/03
18
B
HIGH
8
1.7
0.2304
06/26/03
18
B
HIGH
0
11.0
1.0414
05/22/03
18
B
HIGH
10
2.0
0.3010
04/13/03
18
B
HIGH
7
1.7
0.2304
01/06/03
18
B
HIGH
15
1.7
0.2304
11/27/02
18
B
LOW
25
1.7
0.2304
10/02/02
18
B
HIGH
24
1.7
0.2304
07/22/02
18
B
HIGH
28
1.7
0.2304
06/05/02
18
B
HIGH
25
1.7
0.2304
04/08/02
18
B
LOW
13
1.7
0.2304
01/15/02
18
B
LOW
9
2.0
0.3010
11/13/01
18
B
LOW
31
1.7
0.2304
10/08/01
18
B
LOW
25
2.0
0.3010
Number
30
Log Avg:
0.350
Log SD:
0.2860
# > 43:
0
# > 260:
0
Median:
1.7
Geomean:
2.2409
Est 90th:
5
Table 8
DATE
STATION NO.
TIDE
SALINITY
FC
LOG FC
07/12/06
20
HIGH
9
11.0
1.0414
05/17/06
20
HIGH
16
4.0
0.6021
03/08/06
20
LOW
10
1.7
0.2304
02/02/06
20
HIGH
5
49.0
1.6902
10/05/05
20
LOW
10
22.0
1.3424
08/09/05
20
HIGH
9
2.0
0.3010
07/14/05
20
HIGH
10
2.0
0.3010
06/14/05
20
HIGH
7
7.8
0.8921
05/16/05
20
HIGH
12
2.0
0.3010
02/02/05
20
LOW
4
13.0
1.1139
12/06/04
20
LOW
4
7.8
0.8921
11/08/04
20
HIGH
7
31.0
1.4914
09/30/04
20
HIGH
14
1.7
0.2304
05/20/04
20
HIGH
4
33.0
1.5185
04/19/04
20
HIGH
14
1.7
0.2304
02/09/04
20
LOW
7
1.8
0.2553
12/08/03
20
HIGH
10
17.0
1.2304
10/01/03
20
HIGH
5
4.5
0.6532
06/26/03
20
HIGH
0
23.0
1.3617
05/22/03
20
HIGH
5
1.7
0.2304
04/13/03
20
HIGH
5
7.8
0.8921
01/06/03
20
HIGH
9
6.8
0.8325
11/27/02
20
LOW
10
2.0
0.3010
10/02/02
20
HIGH
23
6.8
0.8325
07/22/02
20
HIGH
22
7.8
0.8921
06/05/02
20
HIGH
23
1.7
0.2304
04/08/02
20
LOW
11
1.7
0.2304
01/15/02
20
LOW
3
11.0
1.0414
11/13/01
20
LOW
15
1.7
0.2304
10/08/01
20
LOW
13
2.0
0.3010
Number
30
Log Avg:
0.723
Log SD:
0.4745
# > 43:
1
# > 260:
0
Median:
5.65
Geomean:
5.2859
Est 90th:
21
Page 32

Area H-1: Last 30 Samples As Of 7/12/2006
DATE
STATION NO.
TIDE
SALINITY
FC
LOG FC
07/12/06
21
HIGH
9
4.5
0.6532
05/17/06
21
HIGH
16
33.0
1.5185
03/08/06
21
LOW
10
1.7
0.2304
02/02/06
21
HIGH
8
6.8
0.8325
10/05/05
21
LOW
8
130.0
2.1139
08/09/05
21
HIGH
9
79.0
1.8976
07/14/05
21
HIGH
10
49.0
1.6902
06/14/05
21
HIGH
6
7.8
0.8921
05/16/05
21
HIGH
11
6.8
0.8325
02/02/05
21
LOW
2
4.5
0.6532
12/06/04
21
LOW
4
49.0
1.6902
11/08/04
21
HIGH
6
49.0
1.6902
09/30/04
21
HIGH
14
350.0
2.5441
05/20/04
21
HIGH
4
220.0
2.3424
04/19/04
21
HIGH
13
2.0
0.3010
02/09/04
21
LOW
5
11.0
1.0414
12/08/03
21
HIGH
5
22.0
1.3424
10/01/03
21
HIGH
7
49.0
1.6902
06/26/03
21
HIGH
0
13.0
1.1139
05/22/03
21
HIGH
5
7.8
0.8921
04/13/03
21
HIGH
6
13.0
1.1139
01/06/03
21
HIGH
10
6.8
0.8325
11/27/02
21
LOW
10
17.0
1.2304
10/02/02
21
HIGH
20
23.0
1.3617
07/22/02
21
HIGH
25
1.7
0.2304
06/05/02
21
HIGH
23
1.7
0.2304
04/08/02
21
LOW
12
6.8
0.8325
01/15/02
21
LOW
3
6.8
0.8325
11/13/01
21
LOW
15
13.0
1.1139
10/08/01
21
LOW
13
1.7
0.2304
Number
30
Log Avg:
1.132
Log SD:
0.6293
# > 43:
8
# > 260:
1
Median:
12
Geomean:
13.5635
Est 90th:
86
Table 8
DATE
STATION NO.
TIDE
SALINITY
FC
LOG FC
07/12/06
22
A
HIGH
9
2.0
0.3010
05/17/06
22
A
HIGH
14
1.7
0.2304
03/08/06
22
A
LOW
10
1.7
0.2304
02/02/06
22
A
HIGH
15
2.0
0.3010
10/05/05
22
A
LOW
8
4.5
0.6532
08/09/05
22
A
HIGH
9
2.0
0.3010
07/14/05
22
A
HIGH
10
2.0
0.3010
06/14/05
22
A
HIGH
9
1.7
0.2304
05/16/05
22
A
HIGH
10
1.7
0.2304
02/02/05
22
A
LOW
2
4.5
0.6532
12/06/04
22
A
LOW
4
4.5
0.6532
11/08/04
22
A
HIGH
6
2.0
0.3010
09/30/04
22
A
HIGH
14
2.0
0.3010
05/20/04
22
A
HIGH
4
1.7
0.2304
04/19/04
22
A
HIGH
12
1.7
0.2304
02/09/04
22
A
LOW
5
4.5
0.6532
12/08/03
22
A
HIGH
5
7.8
0.8921
10/01/03
22
A
HIGH
5
4.5
0.6532
06/26/03
22
A
HIGH
0
1.7
0.2304
05/22/03
22
A
HIGH
3
4.0
0.6021
04/13/03
22
A
HIGH
5
2.0
0.3010
01/06/03
22
A
HIGH
10
1.7
0.2304
11/27/02
22
A
LOW
8
4.5
0.6532
10/02/02
22
A
HIGH
16
1.7
0.2304
07/22/02
22
A
HIGH
20
2.0
0.3010
06/05/02
22
A
HIGH
24
1.7
0.2304
04/08/02
22
A
LOW
15
1.7
0.2304
01/15/02
22
A
LOW
15
1.7
0.2304
11/13/01
22
A
LOW
15
1.7
0.2304
10/08/01
22
A
LOW
15
1.7
0.2304
Number
30
Log Avg:
0.368
Log SD:
0.1964
# > 43:
0
# > 260:
0
Median:
2
Geomean:
2.3349
Est 90th:
4
Page 33

Area H-1: Last 30 Samples As Of 7/12/2006
DATE
STATION NO.
TIDE
SALINITY
FC
LOG FC
07/12/06
22
HIGH
9
1.7
0.2304
05/17/06
22
HIGH
14
2.0
0.3010
03/08/06
22
LOW
10
1.7
0.2304
02/02/06
22
HIGH
15
4.5
0.6532
10/05/05
22
LOW
8
13.0
1.1139
08/09/05
22
HIGH
8
4.5
0.6532
07/14/05
22
HIGH
10
2.0
0.3010
06/14/05
22
HIGH
9
1.7
0.2304
05/16/05
22
HIGH
10
1.7
0.2304
02/02/05
22
LOW
4
1.7
0.2304
12/06/04
22
LOW
4
23.0
1.3617
11/08/04
22
HIGH
6
4.5
0.6532
09/30/04
22
HIGH
14
240.0
2.3802
05/20/04
22
HIGH
4
4.5
0.6532
04/19/04
22
HIGH
12
23.0
1.3617
02/09/04
22
LOW
5
4.5
0.6532
12/08/03
22
HIGH
3
13.0
1.1139
10/01/03
22
HIGH
5
1.7
0.2304
06/26/03
22
HIGH
0
4.5
0.6532
05/22/03
22
HIGH
3
13.0
1.1139
04/13/03
22
HIGH
7
7.8
0.8921
01/06/03
22
HIGH
9
1.7
0.2304
11/27/02
22
LOW
13
7.8
0.8921
10/02/02
22
HIGH
17
7.8
0.8921
07/22/02
22
HIGH
20
79.0
1.8976
06/05/02
22
HIGH
21
14.0
1.1461
04/08/02
22
LOW
15
33.0
1.5185
01/15/02
22
LOW
3
2.0
0.3010
11/13/01
22
LOW
16
1.7
0.2304
10/08/01
22
LOW
15
1.7
0.2304
Table 8
DATE
STATION NO.
TIDE
SALINITY
FC
LOG FC
07/12/06
23
HIGH
9
4.5
0.6532
05/17/06
23
HIGH
14
7.8
0.8921
03/08/06
23
LOW
10
2.0
0.3010
02/02/06
23
HIGH
8
2.0
0.3010
10/05/05
23
LOW
8
23.0
1.3617
08/09/05
23
HIGH
8
7.8
0.8921
07/14/05
23
HIGH
10
13.0
1.1139
06/14/05
23
HIGH
6
4.5
0.6532
05/16/05
23
HIGH
10
1.7
0.2304
02/02/05
23
LOW
1
13.0
1.1139
12/06/04
23
LOW
4
33.0
1.5185
11/08/04
23
HIGH
4
33.0
1.5185
09/30/04
23
HIGH
14
49.0
1.6902
05/20/04
23
HIGH
4
33.0
1.5185
04/19/04
23
HIGH
13
9.3
0.9685
02/09/04
23
LOW
5
6.8
0.8325
12/08/03
23
HIGH
3
13.0
1.1139
10/01/03
23
HIGH
5
2.0
0.3010
06/26/03
23
HIGH
0
1.7
0.2304
05/22/03
23
HIGH
15
4.5
0.6532
04/13/03
23
HIGH
5
2.0
0.3010
01/06/03
23
HIGH
9
7.8
0.8921
11/27/02
23
LOW
10
2.0
0.3010
10/02/02
23
HIGH
18
1.7
0.2304
07/22/02
23
HIGH
20
2.0
0.3010
06/05/02
23
HIGH
24
4.0
0.6021
04/08/02
23
LOW
15
2.0
0.3010
01/15/02
23
LOW
15
1.7
0.2304
11/13/01
23
LOW
15
7.8
0.8921
10/08/01
23
LOW
15
2.0
0.3010
Number
30
Number
30
Log Avg:
0.753
Log Avg:
0.740
Log SD:
0.5577
Log SD:
0.4662
#>43:
2
#>43:
1
# > 260:
0
# > 260:
0
Median:
4.5
Median:
4.5
Geomean:
5.6582
Geomean:
5.4998
Est 90th:
29
Est 90th:
21
Page 34

Area H-1: Last 30 Samples As Of 7/12/2006
DATE
STATION NO.
TIDE
SALINITY
FC
LOG FC
07/12/06
24
HIGH
9
1.7
0.2304
05/17/06
24
HIGH
15
4.5
0.6532
03/08/06
24
LOW
10
1.7
0.2304
02/02/06
24
HIGH
5
4.5
0.6532
10/05/05
24
LOW
6
7.8
0.8921
08/09/05
24
HIGH
5
46.0
1.6628
07/14/05
24
HIGH
10
17.0
1.2304
06/14/05
24
HIGH
7
1.7
0.2304
05/16/05
24
HIGH
10
1.7
0.2304
02/02/05
24
LOW
2
7.8
0.8921
12/06/04
24
LOW
2
13.0
1.1139
11/08/04
24
HIGH
6
7.8
0.8921
09/30/04
24
HIGH
16
11.0
1.0414
05/20/04
24
HIGH
4
1.7
0.2304
04/19/04
24
HIGH
12
1.7
0.2304
02/09/04
24
LOW
4
7.8
0.8921
12/08/03
24
HIGH
5
11.0
1.0414
10/01/03
24
HIGH
5
4.5
0.6532
06/26/03
24
HIGH
0
7.8
0.8921
05/22/03
24
HIGH
8
2.0
0.3010
04/13/03
24
HIGH
5
1.7
0.2304
01/06/03
24
HIGH
9
2.0
0.3010
11/27/02
24
LOW
10
13.0
1.1139
10/02/02
24
HIGH
17
1.7
0.2304
07/22/02
24
HIGH
20
1.8
0.2553
06/05/02
24
HIGH
23
1.7
0.2304
04/08/02
24
LOW
11
2.0
0.3010
01/15/02
24
LOW
15
1.7
0.2304
11/13/01
24
LOW
15
1.7
0.2304
10/08/01
24
LOW
15
1.7
0.2304
Table 8
DATE
STATION NO.
TIDE
SALINITY
FC
LOG FC
07/12/06
27
A
HIGH
5
2.0
0.3010
05/17/06
27
A
HIGH
12
220.0
2.3424
03/08/06
27
A
LOW
5
1.7
0.2304
02/02/06
27
A
HIGH
5
7.8
0.8921
10/05/05
27
A
LOW
6
23.0
1.3617
08/09/05
27
A
HIGH
4
1.7
0.2304
07/14/05
27
A
HIGH
5
1.7
0.2304
06/14/05
27
A
HIGH
10
1.7
0.2304
05/16/05
27
A
HIGH
8
2.0
0.3010
02/02/05
27
A
LOW
2
4.0
0.6021
12/06/04
27
A
LOW
2
6.8
0.8325
11/08/04
27
A
HIGH
4
7.8
0.8921
09/30/04
27
A
HIGH
12
46.0
1.6628
05/20/04
27
A
HIGH
3
1.7
0.2304
04/19/04
27
A
HIGH
12
1.7
0.2304
02/09/04
27
A
LOW
4
6.8
0.8325
12/08/03
27
A
HIGH
4
17.0
1.2304
10/01/03
27
A
HIGH
5
11.0
1.0414
06/26/03
27
A
HIGH
0
1.7
0.2304
05/22/03
27
A
HIGH
0
33.0
1.5185
04/13/03
27
A
HIGH
5
23.0
1.3617
01/06/03
27
A
HIGH
7
1.7
0.2304
11/27/02
27
A
LOW
9
7.8
0.8921
10/02/02
27
A
HIGH
15
7.8
0.8921
07/22/02
27
A
HIGH
17
1.7
0.2304
06/05/02
27
A
HIGH
20
1.7
0.2304
04/08/02
27
A
LOW
10
14.0
1.1461
01/15/02
27
A
LOW
15
1.7
0.2304
11/13/01
27
A
LOW
15
1.7
0.2304
10/08/01
27
A
LOW
15
2.0
0.3010
Number
30
Number
30
Log Avg:
0.585
Log Avg:
0.706
Log SD:
0.4110
Log SD:
0.5596
#>43:
1
#>43:
2
# > 260:
0
# > 260:
0
Median:
2
Median:
3
Geomean:
3.8453
Geomean:
5.0773
Est 90th:
12
Est 90th:
26
Page 35

Area H-1: Last 30 Samples As Of 7/12/2006
DATE
STATION
NO.
TIDE
SALINITY
FC
LOG FC
07/12/06
27
B
HIGH
8
1.7
0.2304
05/17/06
27
B
HIGH
15
1.7
0.2304
03/08/06
27
B
LOW
7
1.7
0.2304
02/02/06
27
B
HIGH
5
1.8
0.2553
10/05/05
27
B
LOW
5
2.0
0.3010
08/09/05
27
B
HIGH
5
7.8
0.8921
07/14/05
27
B
HIGH
5
2.0
0.3010
06/14/05
27
B
HIGH
9
1.7
0.2304
05/16/05
27
B
HIGH
8
1.7
0.2304
02/02/05
27
B
LOW
2
13.0
1.1139
12/06/04
27
B
LOW
2
13.0
1.1139
11/08/04
27
B
HIGH
4
4.5
0.6532
09/30/04
27
B
HIGH
14
13.0
1.1139
05/20/04
27
B
HIGH
5
13.0
1.1139
04/19/04
27
B
HIGH
12
1.7
0.2304
02/09/04
27
B
LOW
5
13.0
1.1139
12/08/03
27
B
HIGH
5
7.8
0.8921
10/01/03
27
B
HIGH
5
4.5
0.6532
06/26/03
27
B
HIGH
0
1.7
0.2304
05/22/03
27
B
HIGH
0
2.0
0.3010
04/13/03
27
B
HIGH
4
6.1
0.7853
01/06/03
27
B
HIGH
7
4.5
0.6532
11/27/02
27
B
LOW
8
13.0
1.1139
10/02/02
27
B
HIGH
20
2.0
0.3010
07/22/02
27
B
HIGH
17
1.7
0.2304
06/05/02
27
B
HIGH
20
1.7
0.2304
04/08/02
27
B
LOW
10
2.0
0.3010
01/15/02
27
B
LOW
15
2.0
0.3010
11/13/01
27
B
LOW
15
4.5
0.6532
10/08/01
27
B
LOW
13
1.7
0.2304
Table 8
DATE
STATION NO.
TIDE
SALINITY
FC
LOG FC
07/12/06
27
HIGH
8
1.7
0.2304
05/17/06
27
HIGH
14
130.0
2.1139
03/08/06
27
LOW
7
2.0
0.3010
02/02/06
27
HIGH
5
11.0
1.0414
10/05/05
27
LOW
6
4.5
0.6532
08/09/05
27
HIGH
5
4.5
0.6532
07/14/05
27
HIGH
5
1.7
0.2304
06/14/05
27
HIGH
10
2.0
0.3010
05/16/05
27
HIGH
8
4.5
0.6532
02/02/05
27
LOW
2
13.0
1.1139
12/06/04
27
LOW
2
11.0
1.0414
11/08/04
27
HIGH
4
9.2
0.9638
09/30/04
27
HIGH
14
33.0
1.5185
05/20/04
27
HIGH
4
1.7
0.2304
04/19/04
27
HIGH
11
1.7
0.2304
02/09/04
27
LOW
5
11.0
1.0414
12/08/03
27
HIGH
2
23.0
1.3617
10/01/03
27
HIGH
5
1.8
0.2553
06/26/03
27
HIGH
0
1.7
0.2304
05/22/03
27
HIGH
2
33.0
1.5185
04/13/03
27
HIGH
5
7.8
0.8921
01/06/03
27
HIGH
8
2.0
0.3010
11/27/02
27
LOW
10
2.0
0.3010
10/02/02
27
HIGH
15
1.8
0.2553
07/22/02
27
HIGH
19
1.7
0.2304
06/05/02
27
HIGH
23
1.7
0.2304
04/08/02
27
LOW
10
1.7
0.2304
01/15/02
27
LOW
15
2.0
0.3010
11/13/01
27
LOW
15
2.0
0.3010
10/08/01
27
LOW
12
2.0
0.3010
Number
30
Number
30
Log Avg:
0.541
Log Avg:
0.634
Log SD:
0.3580
Log SD:
0.5104
#>43:
0
#>43:
1
# > 260:
0
# > 260:
0
Median:
2
Median:
2
Geomean:
3.4759
Geomean:
4.3078
Est 90th:
9
Est 90th:
19
Page 36

Area H-1: Last 30 Samples As Of 7/12/2006
DATE
STATION NO.
TIDE
SALINITY
FC
LOG FC
07/12/06
28
HIGH
4
1.7
0.2304
05/17/06
28
HIGH
12
110.0
2.0414
03/08/06
28
LOW
5
2.0
0.3010
02/02/06
28
HIGH
5
2.0
0.3010
10/05/05
28
LOW
6
23.0
1.3617
08/09/05
28
HIGH
4
1.7
0.2304
07/14/05
28
HIGH
7
1.7
0.2304
06/14/05
28
HIGH
10
4.5
0.6532
05/16/05
28
HIGH
6
2.0
0.3010
02/02/05
28
LOW
1
2.0
0.3010
12/06/04
28
LOW
2
13.0
1.1139
11/08/04
28
HIGH
4
33.0
1.5185
09/30/04
28
HIGH
12
33.0
1.5185
05/20/04
28
HIGH
2
2.0
0.3010
04/19/04
28
HIGH
12
1.7
0.2304
02/09/04
28
LOW
4
2.0
0.3010
12/08/03
28
HIGH
4
7.8
0.8921
10/01/03
28
HIGH
6
7.8
0.8921
06/26/03
28
HIGH
0
1.7
0.2304
05/22/03
28
HIGH
0
1.7
0.2304
04/13/03
28
HIGH
4
1.7
0.2304
01/06/03
28
HIGH
7
2.0
0.3010
11/27/02
28
LOW
8
49.0
1.6902
10/02/02
28
HIGH
23
1.7
0.2304
07/22/02
28
HIGH
19
1.7
0.2304
06/05/02
28
HIGH
20
1.7
0.2304
04/08/02
28
LOW
10
2.0
0.3010
01/15/02
28
LOW
15
1.8
0.2553
11/13/01
28
LOW
13
1.7
0.2304
10/08/01
28
LOW
12
2.0
0.3010
Table 8
DATE
STATION NO.
TIDE
SALINITY
FC
LOG FC
07/12/06
29
HIGH
10
7.8
0.8921
05/17/06
29
HIGH
15
23.0
1.3617
03/08/06
29
LOW
9
1.7
0.2304
02/02/06
29
HIGH
5
23.0
1.3617
10/05/05
29
LOW
8
13.0
1.1139
08/09/05
29
HIGH
8
2.0
0.3010
07/14/05
29
HIGH
10
13.0
1.1139
06/14/05
29
HIGH
5
13.0
1.1139
05/16/05
29
HIGH
10
2.0
0.3010
02/02/05
29
LOW
2
2.0
0.3010
12/06/04
29
LOW
4
7.8
0.8921
11/08/04
29
HIGH
6
23.0
1.3617
09/30/04
29
HIGH
14
33.0
1.5185
05/20/04
29
HIGH
4
79.0
1.8976
04/19/04
29
HIGH
13
2.0
0.3010
02/09/04
29
LOW
5
1.7
0.2304
12/08/03
29
HIGH
4
7.8
0.8921
10/01/03
29
HIGH
5
1.7
0.2304
06/26/03
29
HIGH
0
2.0
0.3010
05/22/03
29
HIGH
10
1.7
0.2304
04/13/03
29
HIGH
5
1.7
0.2304
01/06/03
29
HIGH
9
2.0
0.3010
11/27/02
29
LOW
10
23.0
1.3617
10/02/02
29
HIGH
22
2.0
0.3010
07/22/02
29
HIGH
22
2.0
0.3010
06/05/02
29
HIGH
23
2.0
0.3010
04/08/02
29
LOW
10
2.0
0.3010
01/15/02
29
LOW
15
2.0
0.3010
11/13/01
29
LOW
15
4.5
0.6532
10/08/01
29
LOW
12
4.5
0.6532
Number
30
Number
30
Log Avg:
0.573
Log Avg:
0.688
Log SD:
0.5374
Log SD:
0.5029
#>43:
2
#>43:
1
# > 260:
0
# > 260:
0
Median:
2
Median:
2
Geomean:
3.7386
Geomean:
4.8795
Est 90th:
18
Est 90th:
21
Page 37

Area H-1: Last 30 Samples As Of 7/12/2006
DATE
STATION NO.
TIDE
SALINITY
FC
LOG FC
07/12/06
32
HIGH
10
1.7
0.2304
05/17/06
32
HIGH
15
23.0
1.3617
03/08/06
32
LOW
10
1.7
0.2304
02/02/06
32
HIGH
5
7.8
0.8921
10/05/05
32
LOW
8
7.8
0.8921
08/09/05
32
HIGH
9
1.7
0.2304
07/14/05
32
HIGH
11
4.5
0.6532
06/14/05
32
HIGH
10
1.7
0.2304
05/16/05
32
HIGH
10
17.0
1.2304
02/02/05
32
LOW
4
11.0
1.0414
12/06/04
32
LOW
4
49.0
1.6902
11/08/04
32
HIGH
8
11.0
1.0414
09/30/04
32
HIGH
14
350.0
2.5441
05/20/04
32
HIGH
4
79.0
1.8976
04/19/04
32
HIGH
14
2.0
0.3010
02/09/04
32
LOW
5
4.5
0.6532
12/08/03
32
HIGH
4
23.0
1.3617
10/01/03
32
HIGH
9
7.8
0.8921
06/26/03
32
HIGH
0
23.0
1.3617
05/22/03
32
HIGH
10
49.0
1.6902
04/13/03
32
HIGH
7
4.5
0.6532
01/06/03
32
HIGH
9
33.0
1.5185
11/27/02
32
LOW
10
110.0
2.0414
10/02/02
32
HIGH
22
4.5
0.6532
07/22/02
32
HIGH
25
1.7
0.2304
06/05/02
32
HIGH
23
2.0
0.3010
04/08/02
32
LOW
11
2.0
0.3010
01/15/02
32
LOW
15
2.0
0.3010
11/13/01
32
LOW
13
1.7
0.2304
10/08/01
32
LOW
15
4.5
0.6532
Table 8
DATE
STATION NO.
TIDE
SALINITY
FC
LOG FC
07/12/06
33
HIGH
10
1.7
0.2304
05/17/06
33
HIGH
15
4.0
0.6021
03/08/06
33
LOW
10
1.7
0.2304
02/02/06
33
HIGH
5
1.7
0.2304
10/05/05
33
LOW
10
2.0
0.3010
08/09/05
33
HIGH
9
13.0
1.1139
07/14/05
33
HIGH
11
2.0
0.3010
06/14/05
33
HIGH
9
4.5
0.6532
05/16/05
33
HIGH
10
6.8
0.8325
02/02/05
33
LOW
1
1.7
0.2304
12/06/04
33
LOW
4
7.8
0.8921
11/08/04
33
HIGH
6
17.0
1.2304
09/30/04
33
HIGH
14
240.0
2.3802
05/20/04
33
HIGH
4
79.0
1.8976
04/19/04
33
HIGH
12
1.7
0.2304
02/09/04
33
LOW
5
13.0
1.1139
12/08/03
33
HIGH
4
31.0
1.4914
10/01/03
33
HIGH
7
2.0
0.3010
06/26/03
33
HIGH
0
2.0
0.3010
05/22/03
33
HIGH
12
2.0
0.3010
04/13/03
33
HIGH
5
2.0
0.3010
01/06/03
33
HIGH
10
1.7
0.2304
11/27/02
33
LOW
10
6.1
0.7853
10/02/02
33
HIGH
22
4.5
0.6532
07/22/02
33
HIGH
25
1.7
0.2304
06/05/02
33
HIGH
24
4.0
0.6021
04/08/02
33
LOW
12
2.0
0.3010
01/15/02
33
LOW
15
1.7
0.2304
11/13/01
33
LOW
14
1.7
0.2304
10/08/01
33
LOW
15
1.7
0.2304
Number
30
Number
30
Log Avg:
0.910
Log Avg:
0.622
Log SD:
0.6392
Log SD:
0.5486
#>43:
5
#>43:
2
# > 260:
1
# > 260:
0
Median:
6.15
Median:
2
Geomean:
8.1343
Geomean:
4.1878
Est 90th:
53
Est 90th:
21
Page 38

Table 9: Summary of Bacteriological Data
STATION
N
MEDIAN
GEOMEAN
EST 90TH
2
30
2
3.2340
9
3
30
1.9
2.7157
6
4
30
1.85
2.7488
8
7
30
1.9
2.7555
6
8
30
2
3.4236
12
9A
30
7.8
11.6721
109
913
30
7.3
7.1699
35
9
30
4
4.3030
15
10A
30
2.8
5.7119
32
10
30
2
2.7871
6
11
30
1.7
2.8256
7
12A
30
4.25
6.3593
38
12E
30
2
3.6989
14
12
30
2
3.6648
12
13
30
4.25
5.5334
28
14
30
4.5
6.6683
30
15
30
2
3.3898
10
16
30
1.7
2.3155
4
18B
30
1.7
2.2409
5
20
30
5.65
5.2859
21
21
30
12
13.5635
86
22A
30
2
2.3349
4
22
30
4.5
5.6582
29
23
30
4.5
5.4998
21
24
30
2
3.8453
12
27A
30
3
5.0773
26
27B
30
2
3.4759
9
27
30
2
4.3078
19
28
30
2
3.7386
18
29
30
2
4.8795
21
32
30
6.15
8.1343
53
33
30
2
4.1878 1
21
Summary Of Data Through 7/12/06
Shaded cells indicate stations closed to shellfish harvest
Page 39

12E 4
7 n,
s -
•Sampling Stations
Approved
Prohibited 1 1 1 1 0.75

Permit Class
AMENDED
Permit Number
140-03
STATE OF NORTH CAROLINA
Department of Environment and Natural Resources
and
Coastal Resources Commission
OCT
240
for F
X Major Development in an Area of Environmental Concern
pursuant to NCGS 113A-118
Excavation and/or filling pursuant to NCGS 113-229
Issued to Bailey Marina c/o NC Seafood Industrial Park Authority, PO Box 549, Wanchese, NC 27981
Authorizing development in
Dare
County at Broad Creek, Roanoke Sound, SR 342, lot
12. Wanchese , as requested in the permittee's application dated. 1/8/03, incl. att. workplan
drawing (1), dated rev per DCM 1/22/03, the EA/FONSI dated 3/20/03, and the EFH Assessment dated 8/22/03.
This permit, issued on ()ctoher 20, 211113 , is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may
be subject to fines, imprisonment or civil action; or may cause the permit to be null and void.
Easement
1) Prior to construction of any new boat slips or other docking facilities under this permit, the permittee
must apply for and receive an Easement from the Department of Administration's State Property
Office as required under N.C.G.S. 146-12(e).
Marina
2) The marina will display a sign showing the location of the nearest pumpout facility, including other
appropriate waste disposal information, at the entrance and exit from the main pier.
(See attached sheets for Additional Conditions)
This permit action may be appealed by the permittee or
other qualified persons within twenty (20) days of the issuing
date. An appeal requires resolution prior to work initiation or
continuance as the case may be.
This permit must be accessible on-site to Department
personnel when the project is inspected for compliance.
.Any -maintenance work or project-modifica
hereunder requires further Division approval.
All work must cease when the permit expires on
December 31, 2006
In issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina Coastal
Management Program.
Signed by the authority of the Secretary of DENR and the
Chairman of the Coastal Resources Commission.
-_(,/'Donna D. Moffitt, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee

Bailey Marina c/o NC Seafood Industrial Park Authority Permit # 140-03
Page 2 of 5
ADDITIONAL CONDITIONS
3) No sewage, whether treated or untreated, shall be discharged at any time from any boats using. the
marina. Any sewage discharge at the marina shall be considered a violation of this permit for which the
permittee is responsible. This prohibition shall be applied and enforced throughout the entire existence
of the permitted structure.
4) This permit authorizes only the docks, piers, and other structures and uses located in or over the water
that are expressly and specifically set forth in the permit application. No other structure, whether
floating or stationary, may become a permanent part of this marina without permit modification. No
non -water dependent uses of structures may be conducted on, in or over public trust waters without
permit modification.
5) Any portion of the permitted access walkway built over coastal wetlands must be elevated a minimum of
three feet over the wetland substrate as measured from the bottom of the decking.
6) Any portion of the permitted access walkway built over coastal wetlands must not exceed six feet in
width.
7) The piers and associated structures shall have a minimum setback distance of 15 feet between any parts
of the structure and the adjacent property owner's riparian access corridor, .which is determined by
drawing a line parallel to the channel, then drawing a line perpendicular to the channel line that
intersects with the shore at the point where the upland property line meets the water's edge.
8) No attempt will be made by the permittee to prevent the full and free use by the public of all navigable
waters at or adjacent to the authorized work.
9) The authorized structure and associated activity must not cause an unacceptable interference with
navigation.
10) The permittee will maintain the authorized work in good condition and in conformance with the terms
and conditions of this permit. The permittee is not relieved of this requirement if he abandons the
permitted activity without having it transferred to a third party.
11) This permit does not authorize the interference with any existing or proposed Federal project, and the
permittee will not be entitled to compensation for damage to the authorized structure or work, or injury
which may be caused from existing or future operations undertaken by the United States in the public
interest.
12) The permittee must install and maintain at his expense any signal lights or signals prescribed by the U.S.
Coast Guard, through regulation or otherwise, on the authorized facilities. At a minimum, permanent
reflectors sherd -be attached the structure in order to make it more visible duriniz hours of darkness or
inclement weather.
13) This permit authorizes a maximum of 28 boat slips.
14) In accordance with commitments made in the Environmental Assessment and EFH Assessment, the
permittee will only allow open boats, 24 feet or less in length and with no cabins, to utilize the marina.

Bailey Marina do NC Seafood Industrial Park Authority Permit #.140-03
Page 3 of 5
ADDITIONAL CONDITIONS
15) In accordance with commitments made in the Environmental Assessment, the permittee will enforce a
no -head policy.
NOTE: It is possible that the authorized structure may be damaged by wavewash from passing vessels.
The issuance of this permit does not relieve the permittee from taking all proper steps to ensure
the integrity of the structure and the safety of moored boats. The permittee shall not hold the
State of North Carolina or the United States liable for any damage to the structure or moored
boats.
NOTE: It is strongly recommended that the permittee exercise all available precautions in the day-to-day
operation of the facility to prevent facility waste from entering the adjacent waters. Such
discharge, either directly or indirectly, to adjacent waters could. contravene state water quality
standards, thereby violating state law.
Wave Attenuator
16) The wave attenuator shall be constructed in strict compliance with the workplan drawings provided.
17) The wave attenuator authorized under this permit shall be allowed only in waters that average less than
five feet in depth along the proposed alignment as measured from the normal water level contour.
18) The height of the permitted wave attenuator shall not exceed fifteen inches above the normal water
level.
19) The wave attenuator shall be constructed with an equal gap between each sheathing board totaling at
least one inch of open area for every linear foot of wave attenuator. The wave attenuator shall have at
least one, five foot opening at every 100 feet. The wave attenuator sections may be staggered and
overlap as long as the five foot separation between sections is maintained. Overlapping sections shall
not overlap more than 10 feet.
20) The permitted wave attenuator must be constructed of treated ' wood, plastic lumber, metal sheet piles or
other. -suitable materials, approved by Department personnel
21) The wave attenuator shall be marked at 50 -foot intervals with yellow reflectors extending at least three
feet above normal water level.
22) Perpendicular sections, return walls or sections which would enclose estuarine waters or public trust
areas shall not be allowed under this permit.
3)__ The_offshore_wave_attenuator_section_shallbe_setback-15-feet-from-the-adjoining-property lines -and - the
riparian access dividing line. The line of division of riparian access shall be established by drawing a
line parallel to the channel, then drawing a line perpendicular to the channel line that intersects with the
shore at the point where the upland property, line meets the water's edge. The setback may be waived by
written agreement of the adjacent riparian owner(s) or when two adjoining riparian owners are co -
applicants.

Bailey Marina c/o NC Seafood Industrial Park Authority Permit # 140-03
Page 4 of 5
ADDITIONAL CONDITIONS
24) The permittee shall maintain the authorized work in good condition and in conformance with the terms
and conditions of this permit. The permittee is not relieved of this requirement if he abandons the
permitted activity without having it transferred to a third party.
Water Ouality
25) In order to protect water quality, runoff from the construction must not visibly increase the amount of
suspended sediments in adjacent waters.
26) The permitted activity will be conducted in such a manner as to prevent a significant increase in
turbidity outside of the area of construction or construction -related discharge. Increases such that the
turbidity in the waterbody is 25 NTU's-or less in all.saltwater classes -are not considered significant.
27) Appropriate sedimentation and erosion control devices, measures or structures must be implemented to
ensure that eroded materials do not enter adjacent wetlands, watercourses and property (e.g. silt fence,
diversion swales or berms, sand fence, etc.).
2.8) A ground cover sufficient to restrain erosion shall be provided within the shorter of 15 working or 30
calendar -days of completion of any phase of grading on cut or filled slopes..
i
General
29) All appropriate mitigative measures or environmental commitments addressing permitted water
dependent development specifically made by the applicant in the Environmental Assessment for this
project shall be implemented, regardless of whether or not such commitments" are addressed by
individual conditions of this permit.
30) No backfill of the wave attenuator or any other filling of wetlands, estuarine waters, or public trust areas
is authorized by this permit.
31) �- - - No excavation- of shallow water- bottom, any wetlands 'or highground is authorized by this permit.
32) The construction and/or operation of the authorized facilities shall not directly result in any closure of
any waters that area open to the taking of shellfish. Any such closure directly attributable to the marina
facility will require that the permittee undertake remedial actions to remedy the situation. Such actions
may include, but are not limited to, a removal of any unauthorized slips or mitigative measures to reduce
or eliminate the cause(s) of the closure.
In order to-ensure-that-no-closure-of-open-shellfishing waters -results from the—project;
authorized facility shall be located closer than 175 feet from the Umphlett Marina.
34) In accordance with commitments made by the permittee in the EFH Assessment prepared for this
project, no marinas will be developed on Lots 10a and 15 that lie along along the east side of the park.
This prohibition shall remain in force for the life of the permitted project.

Bailey Marina c% NC Seafood Industrial Park Authority Permit # 140-03
Page 5 of 5
ADDITIONAL CONDITIONS
35) The permittee understands and agrees that, if future operations by the United Statesr .-requires the
removal, relocation, or other alteration of the structure or work authorized by this permit; or if in the
opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause
unreasonable obstruction to free navigation of the navigable waters, the permittee will be required, upon
due notice from the Corps of Engineers, to remove, relocate or alter the structural work or obstructions
caused thereby, .without expense to the United States or the state of North Carolina. No claim shall be
made against the United States or the state of North Carolina on account of any such removal or
alteration.
NOTE:- This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required.
NOTE: Future development of the permittee's property may require a modification of this permit.
Contact a representative of the Division at [phone] prior to the commencement of any
such activity for this determination. The permittee is further advised that many non -water
dependent activities are not authorized within 30 feet of the normal high water level.
NOTE: The permittee and/or his contractor is urged to meet with a representative of the Division prior to
project initiation.
NOTE: The_N.C. Division of Water Quality has authorized the proposed project under General Water
Quality Certification No. 3351 (DWQ Project No. 030396), which was issued on 7/8/03.
NOTE: The U.S. Army Corps of Engineers has assigned the proposed project COE Action Id. No.
20031053.

15A NCAC 18A.0911 MARINAS: DOCKING FACILITIES: OTHER MOORING AREAS
Classification of shellfish growing waters with respect to marinas, docking facilities, and other mooring areas shall be done in
accordance with the following:
(1) All waters within the immediate vicinity of a marina shall be classified as prohibited to the harvesting of
shellfish for human consumption. Excluded from this classification are marinas with less than 30 slips,
having no boats over 24 feet in length, no boats with heads and no boats with cabins. Marinas permitted
prior to the effective date of this Rule may continue to have boats up to 21 feet in length with cabins and
not be subject to the mandatory water classification of prohibited in the immediate vicinity of the marina.
(2) Owners of marinas conforming to the exclusion provisions in Item (1) of this Rule shall make quarterly
reports to the Division. These reports shall include the following information:
(a) number of slips;
(b) number and length of boats;
(c) number and length of boats with cabins;
(d) number of boats with heads; and
(e) number of boats with "porta-potties."
Reports to the Division shall cover the occupancy of the marina on the fifth day of the first month of each quarter of the
calendar year and shall be post marked on or before the fifteenth day of the reporting month.
(3) The minimum requirement for the prohibited area beyond the marina shall be based on the number of slips
and the type of marina (open or closed system). The prohibited area shall extend beyond the marina from
all boat slips, docks, and docking facilities, according to the following:
Number of Slips in Marina
11- 25
26- 50
51 - 75
76-100
Size of Prohibited Area (Feet)
Open System Closed System
100
150
175
200
200
275
325
400
Open system marinas exceeding 100 slips shall require an additional 25 feet for each 25 slips or portion thereof over 100. A
closed system marina shall require 50 feet for each 25 slips or portion thereof over 100. Closed system private or residential
marinas with more than 75 slips shall require a prohibited area of the number of feet determined above, or 100 feet outside the
entrance canal, whichever is greater. Closed system commercial marinas with more than 50 slips shall require a prohibited
area of the number of feet determined above, or 100 feet outside the entrance canal, whichever is greater.
(4) After a marina is put in use water quality impacts of marina facilities may require a change in classification.
In determining if a change in classification is necessary, marina design, marina usage, dilution, dispersion,
bacteriological, hydrographic, meteorological, and chemical factors will be considered.
(5) Areas, other than marinas, where boats are moored or docked may be considered on a case-by-case basis
with respect to sanitary significance relative to actual or potential contamination and classification shall be
made as necessary.
(6) The cumulative impacts of multiple marinas, entrance canals, or other mooring areas, in close proximity to
each other are expected to adversely affect public trust waters. When these situations occur the Division
will recommend closures exceeding those outlined in Item (3) of this Rule. The following guides will be
used in determining close proximity:
(a) marina entrance canals within 225 feet of each other;
(b) open system marinas within 450 feet of each other (Mooring areas shall be considered open
system marinas);
(c) where closure areas meet or overlap; and
(d) open system marinas within 300 feet of a marina entrance canal.
History Note: Authority G.S. 130A-230;
Eff. June 1, 1989;
Amended Eff. July], 1993.