19951268 Ver 1_Complete File_20041213

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William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
January 12, 2004
Brunswick County
DWQ Project #: 95-1268
Mr. Dan Weeks
Bald Head Island
P.O. Box 3069
Bald Head Island, NC 28461
Subject Property: Deep Point Marina (Bald Head Island Limited)
APPROVAL of REVISED 401 Water Quality Certification and AUTHORIZATION
CERTIFICATE
Dear Mr. Weeks:
You have our approval, in accordance with the attached conditions, to retain the previous impact to
2.74 acres of wetlands or waters (0.21 acres of wetlands) for the purpose of having constructed the
Deep Point Marina and operations complex at the Pfizer Tract (NC 211 and Southport/Ft. Fisher Ferry
marina) as you described in your application dated 15 February 1996. After reviewing your
application, we have decided that this fill is covered by General Water Quality Certification Number
3400, which may be viewed on our website at http://h2o.enr.state.nc.us/ncwetlands. In addition, you
should get any other federal, state or local permits before you go ahead with your project including (but
not limited to) Sediment and Erosion Control, Coastal Stormwater, Non-Discharge and Water Supply
Watershed regulations. This approval will expire when the accompanying 404 or CAMA permit
expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application except as
modified below. If you change your project, you must notify us and you may be required to send us a
new application. If the property is sold, the new owner must be given a copy of this Certification and
approval letter and is thereby responsible for complying with all conditions. If total wetland fills for
this project (now or in the future) exceed one acre, compensatory mitigation may be required as
described in 15A NCAC 211.0506 (h) (6) and (7). This approval shall expire when the corresponding
Coastal Area Management Act Permit expires or as otherwise provided in the General Certification.
For this approval to be valid, you must follow the conditions listed in the attached certification and any
additional conditions listed below.
Conditions of Certification:
1. Deed notifications or similar mechanisms shall be placed on all remaining jurisdictional
wetlands and waters to notify the state in order to assure compliance for future wetland and/or

N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetlands
water impact. These mechanisms shall be put in place within 30 days of the date of this letter
or the issuance of the 404 Permit (whichever is later).
2. The requirement in the original Certification issued on May 31, 1996 which required
construction of "V-notched weirs" is hereby rescinded since the dissolved oxygen monitoring
data provided to DWQ via a report from your consultant ("Dissolved Oxygen Monitoring
Summary Report" dated October 2003 prepared by the Land Management Group) dated
December 9, 2003 (received December 12, 2003) shows that water quality standards are
protected with the present design and operation of the marina
Violations of any condition herein set forth may result in revocation of this Certification and may result
in criminal and/or civil penalties. This Certification shall become null and void unless the above
conditions are made conditions of the Federal 404 and/or Coastal Area Management Act Permit.
If you do not accept any of the conditions of this Certification, you may ask for an adjudicatory
hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing, send
a written petition, which conforms to Chapter 150B of the North Carolina General Statutes to the
Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This Certification and
its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone John Dorney at 919-733-1786 or Noelle Lutheran at
our Wilmington Regional Office at 910-395-3900.
Sincerely,
JRD
Attachments
cc: Doug Huggett, DCM
Corps of Engineers Wilmington Field Office
Wilmington DWQ Regional Office
File copy
Central Files
Christian Preziosi; Land Management Group; P.O. Box 2522, Wilmington, NC 28402
Rodney Simpkins
imap://[e-mail]:143/fe...
Subject: Re: Review of Bald Head Island Marina
From: Dianne Reid <[e-mail]>
Date: Mon, 12 Jan 2004 13:04:14 -0500
To: John Dorney <[e-mail]>
1 of 3 1/12/04 1:11 PM
imap://[e-mail]:143/fe...
John,,
Thanks for the extension. Turns out I had to go to Kinston Friday for a meeting. Fun in the snow!
Anyway, the data presented seemed to indicate that DO concentrations are meeting standards. Can't find
my original notes but I think the openings in the jettty are not currently open. If this is the case then
eliminating them should not result in DO problems and we have no problem removing the requirement.
Thanks Dianne
John Dorney wrote:
thankx.
dianne - given the weather, how about comments by this coming monday? thankx
Noelle Lutheran wrote:
John,
This office is satisfied with the DO monitoring report provided by BHI for Deep Point Marina in
Southport, Brunswick County. Based on the report and several previous site visits, this office has
no objection to modifying the permit to eliminate the openings in the jetty.
Noelle Lutheran
John Dorney wrote:
friday is fine. thankx
noelle - your comments are DUE today (joke!). friday is fine for WiRO as well. thankx
Dianne Reid wrote:
I haven't had time for more than a quick glance. Their data and sampling points seem okay -
quick glance. The times and temperatures varied and the DOs remained above standards. I
would like to have until Friday to give you my final comments. (Supervisor Training today
and tomorrow). Thanks Dianne
Di.a.nne Rei_dv (919) 733 6`_i1.0
NC DT,-NR!D visio:1 of 111?iLt?r qu.al i .yf (919) 133-9')59
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Ra [e ,igh, NC27699-16121
rock pile ce s -) ho a J, oc l pile Lho mome i? a _ric:? 1c, mar'i c`<?r: t.c rrr?l r tens
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httn://www.esb.enr.state.nc.us/
2 of 3 1/12/04 1:11 PM
imap://john.dorney%40dwq.denr.ncmai].net @cros.ncmail.net:143/fe...
Subject: Re: Review of Bald Head Island Marina
From: Noelle Lutheran <[e-mail]>
Date: Fri, 09 Jan 2004 16:16:11 -0500
To: John Dorney <[e-mail]>
John,
This office is satisfied with the DO monitoring report provided by BHI for Deep Point Marina in
Southport, Brunswick County. Based on the report and several previous site visits, this office has no
objection to modifying the permit to eliminate the openings in the jetty.
Noelle Lutheran
John Dorney wrote:
friday is fine. thankx
noelle - your comments are DUE today (joke!). friday is fine for WiRO as well. thankx
Dianne Reid wrote:
I haven't had time for more than a quick glance. Their data and sampling points seem okay - quick
glance. The times and temperatures varied and the DOs remained above standards. I would like to
have until Friday to give you my final comments. (Supervisor Training today and tomorrow).
Thanks Dianne
1)ia r.e Reid-v (919) 733-0')10
N(J,_I,IR, C??.:?)litT I33 9 y59
Int E n:11 V e "urvey tlr„_t:mailto:[e-mail]
162A2ai Serve:. <<r:)tee:http://www.esb.enr.state.nc.us/
Ra Le crh, NC2 7699--1.6 1
1'. 7"C)ck F). Ae ceases (o be a rock. 11be ;'nomerl.t.: a, sing, le man
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be?a "-, l)q „1 t -lJrt h.im t.1?re i lr)gcz 1 i<r11t to Arr.-as" by ALZt.o:irae
de,; Sh i nt F.xupery
Noelle Lutheran <[e-mail]>
1 of 1 1/12/04 1:12 PM
Wq 7F Michael F. Easley, Governor
F
O?Q 9pG William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
\ Alan W. Klimek, P. E. Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
MEMO
December 12, 2003
TO: Noelle Lutheran
Dianne Reid
Rodney Simpkins
FROM: John Dorne
RE: Review of Dissolved Oxygen Report - Bald Head Island Marina
Attached please find a copy of the Deep Point Marina (Bald Head Island Limited) -
Dissolved Oxygen Monitoring Report prepared by Land Management Group based on the study
plan approved by DWO earlier in the year. The basic question to be answered is whether the
dissolved oxygen water quality standard (15A NCAC 2B .0220 (3)(b)) is met within the marina or
whether additional management and/or design actions are needed to meet the standard.
Please provide me with comments by January 5, 2004. 1 can be reached at 733-9646 if
you have any questions.
Cc: Doug Huggett, DCM (without enclosures)
N. C. Division of Water Quality 1617 Mail Service Center Raleigh, North Carolina 27699-1617 [phone]
AA
Customer Service
1-877-623-6748
YaAw"Wo ft"d V""A
Environmental Consultants
MAILING ADDRESS: SHIPPING ADDRESS:
P.O. Box 2522 3805 Wrightsville Ave., #14
Wilmington, N.C. 28402 Wilmington, N.C. 28403
TELEPHONE:
office [phone]
fax [phone]
MEMORANDUM
To: John Dorney
Fax:
From: Christian Preziosi
WETLANDS 1401 GRoUp
DEC 1 2 2003
WATER QUALITySEC T101V
Date: 12-9-03
Re: Deep Point Marina (Bald Head Island Limited) - Dissolved Oxygen Monitoring Report
John:
Per your request, I am forwarding a copy of the dissolved oxygen monitoring report for Deep
Point Marina (Bald Head Island Limited). This document summarizes conditions within the
marina and adjacent Cape Fear River over the course of the three-week monitoring period in
September 2003.
Please contact me either by phone at 910-452-0001 or by email at cpreziosi lmgroup.net
should you have any questions or comments regarding the report.
Thank you.
Sincerely,
k fl
Christian Preziosi
Environmental Scientist
encl.
DISSOLVED OXYGEN MONITORING
SUMMARY REPORT
DEEP POINT MARINA, BALD HEAD ISLAND LIMITED
Prepared by Land Management Group, Inc.
October 2003
Introduction:
Upon request by the NC Division of Water Quality, Bald Head Island Limited initiated a
dissolved oxygen (DO) monitoring program within and immediately adjacent to Deep
Point Marina. Deep Point Marina (owned and operated by Bald Head Island Limited)
serves as a point of departure/arrival for contractor ferries and barges traveling to/from
Bald Head Island. It is located immediately north of Southport, NC on the west bank of
the Cape Fear River (approximately 3 t/2 miles north of the river mouth). The marina
channel (oriented southeast to northwest) is approximately 600-ft long (150-ft wide) and
is bounded by two groins extending 200 ft waterward of mean high water (MHW). The
basin surface area is approximately 265,000 sf (- 6 acres). Due to its proximity to the
ocean, the marina consists of generally high saline waters (>25 ppt) and exhibits a mean
tidal range of 4.10 ft.
The objective of the monitoring was to discern any significant differences between
ambient water conditions (specifically DO) in the marina and the adjacent coastal waters
(i.e. the Cape Fear River). The following report summarizes sampling procedures,
results, and conclusions pertaining to the monitoring program.
Methods:
Sampling occurred during a three-week period in September 2003 with the intent to
capture seasonally-reduced DO (correlating with increased water temperatures and
increased biological oxygen demand). A total of seven (7) stations (see attached map,
Figure 1) were established and sampled twice per week for three weeks (equivalent to six
sampling events). Sampling was conducted near high and low tides during each sampling
event. Five (5) of the stations were located within the marina basin and entrance channel.
Two (2) reference stations were located within the Cape Fear River (one north and one
south of the entrance channel, respectively). At each station, DO (mg/L) was measured
with a hand-held YSI instrument at three depths (surface, mid, and bottom). Temperature
(°C ), salinity (ppt), conductivity (mS), and tidal stage (flood vs. ebb) were also recorded
at each of the three depths. In addition, qualitative weather information (e.g. approximate
air temperature, wind direction, and relative cloud cover) was documented at the time of
each site visit.
Statistical analyses of the data included analyses of distributions, calculation of means
and standard deviations, and one-way Analyses of Variance (ANOVAs).
Results: (refer to Appendix A for raw data)
Cumulative Data:
A total of 252 readings were recorded for each parameter measured. Salinity and DO
data were normally distributed. Cumulative mean DO for all stations and depths was
6.28 mg/L (N = 252). Cumulative mean salinity for all stations and depths was 27.1 ppt
(N = 252) Cumulative mean temperature for all station and depths was 24.8° C (N = 252).
Temperature did not vary significantly between stations or dates measured.
Salinity:
Salinity did not vary significantly between stations (p = 0.9114) (Figure 2). Mean
salinity values across each station ranged between 26.7 ppt and 27.6 ppt. As expected,
recorded salinities were significantly higher at high tide (28.1 ppt) than at low tide (26.1
ppt) (p< 0.001) (Figure 3). However, an analysis of fit of salinity and DO values yielded
no significant correlation (Figure 4).
Dissolved Oxygen (DO):
Mean DO concentrations across stations ranged between 6.12 mg/L (Station 4) and 6.50
mg/L (Station 2). While most stations did not yield significant differences in recorded
DO concentrations (refer to Figure 5), DO concentrations of Station 4 (marina entrance
channel) were significantly lower than those of Station 2 (Cape Fear River) (p = 0.0050).
Recorded DO concentrations were relatively high (cumulative mean = 6.28 mg/L) for
coastal waters during late summer (traditionally considered a period of seasonally
reduced DO values). DO concentrations were statistically higher during low tide (6.42
mg/L) than in high tide (6.14 mg/L) (p = 0.0006) (Figure 6). However, there was no
observed statistical difference in DO concentrations between tidal stages (i.e. flood vs.
ebb vs. slack tides). There were no observed patterns of DO concentrations between
sampling dates. Mean DO concentrations were lowest on the first and last days of
sampling (mean DO = 5.86 mg/L and 5.62 mg/L, respectively) (Figure 7).
Conclusion:
Overall, salinity and DO data indicated a high degree of flushing within the Deep Point
Marina channel and basin. This is demonstrated by the low variance of data observed
across the seven stations. While the river stations (Station 1 and 2) did demonstrate
slightly higher DO concentrations, most stations did not yield statistically different mean
DO concentrations. During low tide sampling alone, there were no statistical differences
in mean DO concentrations recorded between stations. In addition, mean salinity was not
significantly different between the river stations and the marina stations. Tides (low vs.
high) and sampling dates had more effect on observed differences in DO concentrations
than station location. Therefore, it is apparent that factors unrelated to the marina have a
more profound effect on DO concentrations within the marina.
Marina DO concentrations appear to be driven more by ambient conditions of the river
(including river sediment oxygen demand, biological oxygen demand, and associated
ambient DO concentrations) than by localized effects of marina structures (i.e. groins),
bathymetry, or sediment substrate. Exchange of waters between the river and the marina
remains high due to the tidal range of the area and the strong ebb/flood tidal currents.
Water conditions within the marina closely approximate those conditions observed in the
adjacent Cape Fear River. In light of relatively high saline waters and the high degree of
flushing, the marina does not appear to be susceptible to hypoxic conditions (i.e. waters
exhibiting DO concentrations < 5.0 mg/L) provided ambient conditions in the river
remain above 5.0 mg/L.
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Figure 2. Analysis of Salinity vs. Station Location
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Figure 3. Analysis of Salinity vs. Tide (High or Low)
a
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L
Tide (H or Q
1 2 3 4 5 6 7
(river) (river) (marina (marina (marina (marine (marine
channel) channel) basin) basin) basin)
Figure 4. Bivariate Fit of DO (mg/L) by Salinity (ppt)
N = 252
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Salinity (ppt)
Figure 5. Analysis of DO (mg/L) vs. Station Location
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Figure 6. Analysis of DO (mg/L) vs. Tide (H or L)
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Figure 7. Analysis of DO (mg/L) vs. Sampling Date
N = 252
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Figure V. Mean Salinity (ppt) and Mean DO (mg/L) by Station

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® Mean DO (mg/L)
LAND MANAGEMENT GROUP, INC.
FIELD DATA SHEET
DEEP POINT MARINA, BALD HEAD ISLAND
DISSOLVED OXYGEN SAMPLING
INVESTIGATORS: Christian Preziosi/Chip Jackson
DATE/TIME: 9/9/2003 11:30 am to 12:15 pm
STATION DEPTH (ft.) TEMP CC) SALINITY (ppt) DO (mg/L) COND (mS) MEAN DO (mg/L)
S 24.7 26.0 5.98 40.57
1 4.0 24.7 26.2 5.94 40.69 5.97
8.0 24.7 26.3 5.98 40.94
S 24.8 25.8 5.97 40.22
2 4.0 24.8 25.8 5.96 40.23 5.95
8.0 24.8 25.9 5.92 40.40
S 25.0 26.5 5.66 41.45
3 2.5 24.9 28.1 5.28 43.53 5.39
5.5 24.8 29.2 5.24 44.94
S 25.0 26.7 5.76 41.64
4 3.5 24.8 28.3 5.25 43.74 5.39
7.0 24.8 29.6 5.17 45.57
S 24.7 29.6 5.94 38.54
5 3.0 24.8 28.0 5.32 43.28 5.48
5.5 24.8 29.1 5.19 44.83
S 24.8 25.6 5.65 40.03
6 3.0 24.7 27.2 5.32 42.12 5.35
5.5 24.8 29.2 5.08 45.02
S 24.9 26.4 5.52 41.27
7 3.0 24.8 28.2 5 43.43 5.22
5.5 24.7 29.4 5.13 45.15
WEATHER CONDITIONS: Overcast; Wind NNW 5-10 mph, Gust to 20 mph
TIDAL STAGE:
Ebb; -2hrs. past high
COMMENTS:
LAND MANAGEMENT GROUP, INC.
FIELD DATA SHEET
DEEP POINT MARINA
DISSOLVED OXYGEN SAMPLING
INVESTIGATORS: Chip Jackson & Christian Preziosi
DATEITIME: 9/9/2003 2:30 - 3:15 pm
STATION DEPTH (ft.) TEMP CC) SALINITY (ppt) DO (mg/L) COND (mS) MEAN DO (mg/L)
S 25.3 22.1 6.36 35.34
1 3.5 25.3 22.1 6.35 35.42 6.35
7.0 25.3 22.3 6.33 35.65
S 25.4 22.1 6.37 35.00
2 5.0 25.4 22.6 6.25 35.90 6.26
10.0 25.4 22.9 6.16 36.65
S 25.8 23.8 6.22 38.19
3 2.5 25.8 23.8 6.25 38.18 6.19
4.5 25.7 24.3 6.10 38.75
S 25.9 24.0 6.15 38.47
4 3.0 25.6 25.2 5.84 41.01 5.75
5.5 25.0 29.0 5.27 44.99
S 26.5 25.0 6.47 40.40
5 2.0 26.2 26.0 6.45 41.36 6.30
3.5 25.4 28.2 5.98 44.02
S 26.1 24.9 6.17 40.11
6 2.5 25.8 27.3 6.12 42.85 5.95
4.5 25.4 28.2 5.57 43.92
S 26.2 25.4 6.11 40.80
7 1.5 26.2 26.5 6.25 42.15 6.15
3.0 25.9 27.4 6.08 43.36
WEATHER CONDITIONS: Sunny NNW 5-10 mph
TIDAL STAGE:
Low - slack water
COMMENTS:
LAND MANAGEMENT GROUP, INC.
FIELD DATA SHEET
INVESTIGATORS
DATE/TIME:
DEEP POINT MARINA, BALD HEAD ISLAND
DISSOLVED OXYGEN SAMPLING
Christian Preziosi/Matt Armfield
9/12/2003 9:30 am to 10:30 am
STATION DEPTH (ft.) TEMP CC) SALINITY (ppt) DO (mg/L) COND (mS) MEAN DO (mg/L)
S 23.8 31.0 6.01 46.70
1 7.0 24.0 33.6 5.72 50.20 5.83
14.0 24.0 33.6 5.76 50.20
S 24.0 33.2 5.80 49.60
2 10.0 24.1 33.8 5.74 50.50 5.77
21.0 24.1 33.9 5.77 50.60
S 23.3 25.8 6.00 38.94
3 4.5 23.5 28.5 5.80 43.23 5.84
9.5 23.8 32.5 5.71 48.60
S 23.3 26.0 5.91 39.44
4 5.0 23.4 27.1 5.62 41.08 5.74
10.0 23.7 31.8 5.68 47.44
S 23.0 25.6 6.09 38.43
5 5.0 23.2 26.3 5.53 39.58 5.65
9.5 23.3 27.1 5.34 41.27
S 23.1 25.5 6.00 38.69
6 5.5 23.2 26.4 5.70 39.71 5.70
10.5 23.5 28.9 5.39 43.88
S 23.3 25.6 5.93 38.91
7 4.5 23.3 26.8 5.65 40.44 5.69
9.5 23.4 28.8 5.49 43.22
WEATHER CONDITIONS: Overcast; Wind WNW 10-15 mph
TIDAL STAGE: High - slack tide
COMMENTS:
LAND MANAGEMENT GROUP, INC.
FIELD DATA SHEET
DEEP POINT MARINA
DISSOLVED OXYGEN SAMPLING
INVESTIGATORS: Christian Preziosi/ Matt Armfield
DATE/TIME: 9/12/2003 2:10 - 3:30 pm
STATION DEPTH (ft.) TEMP CC) SALINITY (ppt) DO (mg/L) COND (mS) MEAN DO (mg/L)
S 24.0 26.1 6.55 40.00
1 3.0 24.0 26.2 6.56 40.10 6.53
6.0 24.0 26.2 6.47 40.13
S 23.9 27.1 6.72 41.32
2 11.0 23.7 28.1 6.60 42.25 6.53
22.0 23.6 29.4 6.26 44.19
S 24.1 29.4 6.34 44.51
3 3.0 24.1 29.1 6.30 44.24 6.30
5.5 24.0 29.7 6.26 44.91
S 24.2 28.4 6.49 43.43
4 3.0 24.0 29.6 6.25 44.65 6.28
6.0 23.8 30.8 6.09 46.23
S 23.9 27.4 6.49 43.77
5 3.0 23.8 30.1 5.89 45.23 6.10
6.0 23.7 30.5 5.91 45.72
S 24.3 26.9 6.46 41.54
6 3.0 23.8 29.6 6.16 44.65 6.13
6.5 23.8 31.0 5.77 46.56
S 24.2 28.2 6.39 43.10
7 3.0 23.9 29.9 6.15 45.10 6.13
5.5 23.8 30.6 5.84 46.04
WEATHER CONDITIONS: Partly cloudy; High -80; wind WNW 15 mph
TIDAL STAGE: Ebb tide (approximately 1 1/2 hr before low)
COMMENTS: Strong ebb tide currents
LAND MANAGEMENT GROUP, INC.
FIELD DATA SHEET
DEEP POINT MARINA, BALD HEAD ISLAND
DISSOLVED OXYGEN SAMPLING
INVESTIGATORS: Christian Preziosi/Brian Simpson
DATE/TIME: 9/15/2003 11:45 am to 12:45 pm
STATION DEPTH (ft.) TEMP CC) SALINITY (ppt) DO (mg/L) COND (mS) MEAN DO (mg/L)
S 24.9 30.3 6.54 46.60
1 5.0 24.6 31.9 6.17 48.50 6.25
10.5 24.3 33.8 6.05 50.70
S 25.0 28.3 6.72 45.90
2 6.0 24.6 32.4 6.26 49.20 6.27
12.0 24.2 34.0 5.84 51.00
S 24.9 25.5 6.56 39.97
3 3.5 24.4 26.6 6.09 41.21 6.32
7.5 24.4 32.2 6.31 48.95
S 24.9 25.4 6.52 39.65
4 4.0 24.3 26.5 6.14 40.94 6.27
8.5 24.3 31.3 6.16 47.38
S 24.9 24.9 6.55 38.89
5 4.5 24.1 25.8 6.09 39.78 6.09
8.5 24.2 27.0 5.64 41.35
S 24.6 25.1 6.41 39.20
6 4.5 24.1 25.9 6.09 39.90 6.08
9.0 24.2 28.1 5.73 42.89
S 24.8 25.3 6.52 39.43
7 5.0 24.2 25.9 6.00 39.86 6.15
9.5 24.2 30.9 5.93 46.70
WEATHER CONDITIONS: Sunny/clear -80-85 degrees (F) Wind NNE 5-10 mph
TIDAL STAGE:
High - slack tide
COMMENTS:
LAND MANAGEMENT GROUP, INC.
FIELD DATA SHEET
DEEP POINT MARINA
DISSOLVED OXYGEN SAMPLING
INVESTIGATORS: Christian Preziosi/ Brian Simpson
DATEITIME: 9/15/2003 4:10 - 5:10 pm
STATION DEPTH (ft.) TEMP CC) SALINITY (ppt) DO (mg/L) COND (mS) MEAN DO (mg/L)
S 25.8 25.7 7.52 41.03
1 6.0 25.7 25.8 7.19 40.81 6.99
12.5 24.6 30.8 6.27 46.94
S 25.9 25.4 7.54 40.62
2 6.0 25.7 25.6 7.49 40.85 7.22
13.0 24.8 29.9 6.63 45.98
S 26.2 26.3 7.16 42.00
3 4.5 25.6 27.1 6.99 43.13 6.78
9.0 24.6 29.9 6.18 45.73
S 26.3 26.3 7.05 42.24
4 3.5 25.6 27.7 6.73 43.49 6.52
7.0 24.5 31.1 5.78 47.38
S 25.9 26.1 7.13 41.77
5 3.0 24.8 27.8 6.81 43.08 6.72
6.0 24.7 29.5 6.21 45.50
S 27.1 25.8 7.41 42.07
6 3.0 24.9 27.7 6.72 42.91 6.64
6.5 24.6 30.8 5.78 46.88
S 27.0 25.8 7.28 42.04
7 3.0 25.6 27.5 6.91 43.08 6.68
6.0 24.9 29.9 5.85 45.89
WEATHER CONDITIONS: Sunny/clear -85 deg. (F) Wind - light out of N (-5 mph)
TIDAL STAGE: Ebb tide (approximately 1 1/2 hr before low)
COMMENTS: Strong ebb tide currents
LAND MANAGEMENT GROUP, INC.
FIELD DATA SHEET
DEEP POINT MARINA
DISSOLVED OXYGEN SAMPLING
INVESTIGATORS
DATE/TIME:
Chip Jackson
9/20/2003 10:30 am - 11:40 am
STATION DEPTH (ft.) TEMP CC) SALINITY (ppt) DO (mg/L) COND (mS) MEAN DO (mg/L)
S 23.4 21.5 6.99 33.23
1 5.0 23.2 22.3 6.48 34.12 6.63
11.0 23.3 23.2 6.41 35.52
S 23.5 21.6 6.95 33.36
2 5.0 23.4 22.3 6.73 34.32 6.80
11.0 23.2 24.3 6.71 36.85
S 23.6 22.3 6.95 34.42
3 3.5 23.5 23.0 6.67 35.42 6.79
5.5 23.4 23.2 6.76 36.23
S 23.6 22.4 6.89 34.58
4 3.5 23.4 25.6 6.31 38.26 6.38
7.0 23.5 28.5 5.95 42.84
S 24.0 23.9 6.71 36.95
5 3.0 23.7 24.8 6.77 37.79 6.67
6.0 23.6 25.7 6.52 39.93
S 24.1 23.7 6.94 36.70
6 3.5 23.5 24.7 6.69 37.77 6.67
7.0 23.5 27.1 6.38 41.37
S 24.0 22.9 6.78 35.56
7 3.0 23.8 24.0 6.85 36.99 6.74
6.0 23.5 26.2 6.59 39.86
WEATHER CONDITIONS
TIDAL STAGE:
Sunny - 80 deg. F Wind light/variable
Low - slack to rising
COMMENTS:
LAND MANAGEMENT GROUP, INC.
FIELD DATA SHEET
DEEP POINT MARINA, BALD HEAD ISLAND
DISSOLVED OXYGEN SAMPLING
INVESTIGATORS: Chip Jackson
DATE/TIME: 9/20/2003 5:00 to 6:00 pm
STATION DEPTH (ft.) TEMP CC) SALINITY (ppt) DO (mg/L) COND (mS) MEAN DO (mg/L)
S 25.8 23.4 8.11 37.58
1 4.0 24.9 28.6 7.75 43.93 7.75
8.0 24.8 30.8 7.39 47.21
S 25.5 24.9 7.92 39.51
2 4.0 24.9 28.0 7.99 43.49 7.96
7.5 24.9 24.7 7.96 42.88
S 25.0 26.2 7.34 40.85
3 5.0 24.6 27.7 6.99 42.83 7.01
8.5 24.0 29.8 6.70 45.01
S 24.7 25.9 7.23 40.24
4 4.0 24.4 29.1 6.83 44.16 6.89
8.0 24.1 32.0 6.60 48.12
S 24.7 25.2 7.15 40.11
5 3.5 23.9 29.3 6.60 44.18 6.81
7.0 24.2 31.3 6.68 47.26
S 25.9 23.9 7.75 38.20
6 4.0 23.9 29.7 6.34 44.77 6.88
7.0 24.2 31.2 6.55 46.84
S 24.7 25.1 7.46 39.12
7 3.5 24.2 28.1 6.45 42.99 6.81
7.0 24.2 30.9 6.53 46.32
WEATHER CONDITIONS:
TIDAL STAGE:
Sunny 80-82 deg F Wind NE 10-15 mph
High (-1 hr. after high tide)
COMMENTS:
LAND MANAGEMENT GROUP, INC.
FIELD DATA SHEET
DEEP POINT MARINA
DISSOLVED OXYGEN SAMPLING
INVESTIGATORS: Christian Preziosi/ Matt Armfield
DATE/TIME: 9/22/2003 11:45 am - 12:40 pm
STATION DEPTH (ft.) TEMP CC) SALINITY (ppt) DO (mg/L) COND (mS) MEAN DO (mg/L)
S 25.1 22.5 6.96 35.88
1 4.0 25.1 22.5 7.00 35.70 6.97
7.5 25.0 22.6 6.94 35.81
S 25.0 22.6 6.96 35.90
2 6.0 25.1 22.8 6.95 36.08 6.91
12.0 25.1 23.2 6.82 36.76
S 25.4 24.6 6.88 39.02
3 2.0 25.3 24.7 6.78 39.34 6.77
4.0 25.3 25.3 6.65 40.00
S 25.4 25.2 6.76 39.85
4 2.0 25.3 26.1 6.49 40.75 6.59
4.0 25.2 27.1 6.53 42.20
S 25.4 26.5 6.80 42.11
5 2.5 25.2 27.1 6.78 42.55 6.64
4.5 24.9 28.5 6.34 44.10
S 26.1 26.4 6.91 42.12
6 1.5 25.4 26.4 6.60 42.47 6.71
3.5 25.2 26.4 6.62 42.82
S 25.4 26.5 6.87 42.19
7 1.5 25.7 26.7 6.91 42.39 6.89
2.5 25.8 26.6 6.88 42.17
WEATHER CONDITIONS: Sunny Wind - East 15 mph
TIDAL STAGE:
Dead Low (slack)
COMMENTS:
LAND MANAGEMENT GROUP, INC.
FIELD DATA SHEET
INVESTIGATORS
DATE/TIME:
DEEP POINT MARINA, BALD HEAD ISLAND
DISSOLVED OXYGEN SAMPLING
Christian Preziosi/Matt Armfield
9/22/2003 3:40 to 4:45 pm
STATION DEPTH (ft.) TEMP CC) SALINITY (ppt) DO (mg/L) COND (mS) MEAN DO (mg/L)
S 25.0 27.9 6.30 43.09
1 9.0 24.9 28.4 6.29 43.90 6.31
18.0 24.9 28.2 6.34 43.62
S 25.1 27.4 6.55 42.65
2 9.0 25.0 27.9 6.48 43.21 6.43
18.0 24.2 28.2 6.27 43.61
S 25.7 25.4 6.64 40.44
3 6.0 25.7 25.5 6.62 40.60 6.60
12.0 25.4 26.6 6.55 41.72
S 25.7 25.2 6.88 39.98
4 4.5 25.7 25.3 6.80 40.25 6.77
8.5 25.6 26.6 6.64 41.91
S 26.1 24.4 7.48 39.30
5 3.5 26.0 24.9 7.02 39.90 7.08
7.0 25.9 26.3 6.73 41.85
S 26.0 24.4 7.41 39.13
6 4.0 26.1 25.2 7.32 40.41 7.24
7.5 25.9 26.1 6.99 41.63
S 26.0 24.5 7.26 39.30
7 4.0 26.0 24.5 7.23 39.35 7.09
7.5 25.8 25.1 6.77 40.10
WEATHER CONDITIONS: Overcast -80 degrees (F) Wind SE 15-20 mph
TIDAL STAGE:
High - rising (-1.5 hr. before full tide)
COMMENTS:
LAND MANAGEMENT GROUP, INC.
FIELD DATA SHEET
DEEP POINT MARINA, BALD HEAD ISLAND
DISSOLVED OXYGEN SAMPLING
INVESTIGATORS: Randy Brant/ Brian Simpson
DATE/TIME: 9/24/2003 8:25 am - 9:30 am
STATION DEPTH (ft.) TEMP CC) SALINITY (ppt) DO (mg/L) COND (mS) MEAN DO (mg/L)
S 24.4 28.7 6.01 43.91
1 4.5 24.6 32.5 5.49 49.00 5.54
9.0 24.5 32.9 5.13 49.80
S 24.5 29.5 6.06 45.06
2 4.0 24.5 31.2 5.83 47.90 5.82
8.0 24.5 32.1 5.56 48.60
S 24.5 27.4 5.63 41.71
3 3.5 24.5 29.3 5.41 44.87 5.41
7.0 24.6 29.9 5.18 45.96
S 24.4 26.7 5.50 41.68
4 4.5 24.5 29.2 5.16 44.83 5.21
7.5 24.5 32.2 4.97 48.78
S 24.5 26.2 5.51 40.55
5 3.5 24.6 28.3 5.31 43.41 5.19
7.0 24.6 30.2 4.74 45.95
S 24.5 26.8 5.55 41.40
6 3.0 24.6 27.9 5.48 44.26 5.28
6.5 24.6 30.4 4.80 46.35
S 24.6 27.4 5.60 42.40
7 3.5 24.6 28.8 5.23 44.13 5.27
7.0 24.6 32.1 4.97 48.71
I
WEATHER CONDITIONS
TIDAL STAGE:
Sunny -80 degrees (F) Wind NW 0 to 5 mph
High - falling
COMMENTS:
LAND MANAGEMENT GROUP, INC.
FIELD DATA SHEET
DEEP POINT MARINA
DISSOLVED OXYGEN SAMPLING
INVESTIGATORS: Randy Brant/ Brian Simpson
DATEITIME: 9/24/2003 2:10 - 3:00 pm
STATION DEPTH (ft.) TEMP CC) SALINITY (ppt) DO (mg/L) COND (mS) MEAN DO (mg/L)
S 25.5 22.9 6.19 36.61
1 3.0 25.5 23.0 6.23 36.67 6.17
6.0 25.5 23.1 6.10 36.83
S 25.3 21.7 6.20 34.62
2 3.0 25.3 21.8 6.13 34.95 6.11
5.0 25.2 21.8 6.00 34.87
S 25.6 27.6 6.15 40.33
3 2.5 25.5 28.0 5.96 40.64 6.00
4.5 25.4 28.0 5.88 42.03
S 25.7 23.6 6.18 37.77
4 3.0 25.6 27.0 6.02 42.61 5.62
6.0 24.8 30.0 4.65 46.06
S 26.0 25.3 6.29 40.51
5 2.5 26.1 26.4 6.14 42.08 5.70
5.0 25.0 29.7 4.66 45.65
S 25.8 24.4 6.32 38.79
6 2.5 25.8 25.1 6.21 40.37 5.74
4.5 24.9 28.9 4.69 44.46
S 26.0 25.0 6.23 39.97
7 2.5 25.6 27.5 5.87 43.71 5.68
4.5 24.9 29.3 4.95 45.08
WEATHER CONDITIONS
TIDAL STAGE:
Sunny - 83 deg. F Wind NW 10-15 mph
Low - slack to rising
COMMENTS:
State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
ffl1.9?F'JA Ar4JFAA
?EHNR
May 31, 1996
Brunswick County
DEM Project # 951268
COE #199602657
APPROVAL of 401 Water Quality Certiflcation and ADDITIONAL CONDITIONS
Mr. Dan Weeks
Bald Head Island
P.O. Box 3069
Bald Head Island, NC 28461
Dear Mr. Weeks:
You have our approval to place fill material and dredge 2.74 acres of wetlands or waters (0.21 acres of
wetlands) for the purpose of constructing a marina and operations complex at Pfizer Tract (NC 211 and
Southport/Ft. Fisher Ferry terminal), as you described in your revised application dated 15 February 1996. After
reviewing your application, we have decided that this fill is covered by General Water Quality Certification
Numbers 3025 and 2668.
This approval is only valid for the purpose and design that you described in your application. If you
change your project, you must notify us and you may be required to send us a new application. For this
approval to be valid, you must follow the conditions listed in the attached certification. The plan for the marina
shall be altered to remove all 900 angles. The plan for the entrance channel shall be altered to require that 80
foot wide "V-notched wiers" as depicted in your 29 April 1996 letter to Rob Moul shall be installed at 4
locations along the breakwater to increase circulation in the access channel. The outermost wiers shall be
centered approximately at 250 feet from the marina. Deed restrictions shall be placed on all remaining
jurisdictional wetlands to prevent future fill except for unavoidable road crossings and utility corridors. In
addition, you should get any other federal, state or local permits before you go ahead with your project.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing.
You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written
petition which conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative
Hearings, P.O. Box 27447, Raleigh, N.C. 276 1 1-7447. This certification and its conditions are final and binding
unless you ask for a hearing.
This letter completes the review of the Division of Environmental Management under Section 401 of the
Clean Water Act. If you have any questions, please telephone John Dorey at 919-733-1786.
inc ely,
ton Howard, Jr. P
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Wilmington Field Office
Wilmington DEM Regional Office
Mr. John Dorsey
Central Files
Rob Moul; Land Management Group
John Parker, DCM 951268.1tr
Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
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04-03-96 05;06 PM FROM D. E I, P.ANN.Nv "0 919 733 9959 L113 ?01
BALD HEAD ISLAND Ae u 1'
PLANNING DE 'ARTMENr bQ
FAX TRANSAUnAL tee.
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TO: TO AI J' 1• ^,V A y _ DATE: Id s
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FAX NO_
SUBJECT: IRA A7-
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C" ewith
( ) Under separate cover
For Your:
() Approval
() Review & Comment
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%. Copies (including this cover sheet)
DESCREMON
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PC am nll, DAY M" N=d. rfri CsOI.w al o V"W& .mss 0 PAxplod"U"a
04-03-96 06:06 PM FROM B. $ I. PIANN.Nv "O 919 73 9959 ?02
Mr. John R. Parker, Jr.
DEHNR
Division or Coastal Management
P. O. Box 27887
Raleigh, NC 27611-7887
Dar Mr. Parker:
Please find enclosed a mvWW sKe plan dated February 15, 1986 and subsequent inbrmadon pertaining
to the Pfizer Turd LAMA application.
First and fa+emost, you will Arid enclosed a Tidal Hydrologic Flushing Model for our proposed marina
prepared by the Land Managemard Group. The parameters were based on comments by EPA and DEM
utilizing the worst case scenario during a hot predawn July morning. The model was also designed for
the marina, 1o0' access channel and 2W long jetties extending below MHW, and secondly, time marina,
100' access channel and 4001 long jetties bekrw MHW as per our proposed plan. We had set it up this
way to address the comment pertaining to reduced jetty length expressed by the National Marine
Fisheries.
'rile Land Management Group has concluded the latest marina design and location is well suited tv
maintain aoosptabla dissolved oxygen concentrations in this lower section of the Can Fear River. In
•dditiorl, i would like to emphasize that based upon the results from the model, there is negligible
Whirence In dissolved oxygen between the 200' jetty and the 400 jetty. Based upon our past experience
at our current marina. our proposed jetty length of 4W meets the wafer quality standards, will provide
less maintsnanoa In the long run and provide a safe and efficient access channel into the barge landing
sW mains. Please note, that the access channel has been relocated to minimize the amount of
disturbance across the 404 watlands at its narrowest point. ,
Witrt the @Do" merttiored Information and technical data, we have addressed all of the comments stated
In your letter dolled February 7, 1998 from yow review process which should hopefully expedite the
applicellom
Should you have any questions and/or comments, please contact me at 910.457-7339.
8inaerehl,
Daniel H. Weeks, A8LA
DltecW of Planning
cc: Ed Brooks, Jeff RUftr. John R. Domey, Ken Stewart. Ken Kirkman, David Edwards
Ao am 3069. &M Hwd blvd. North cuohm 28461 • pie) 457.5000 • PAX (910) 4157.9232
"
04-03-96 05:06 PM PROM B.H.I. P:.ANN:Nv .0 919 733 9959 ?03
BALD HEAD ISLAND Lik" BASE
TIDAL HYDROLOGIC FLUSHINC STUDY
PFIZER TRACT MARINA
SOUTHPORT, NORTH CAROLINA
FOR
DAMN WEETO
BAT PLAriNTNG DEPARTNUM
P.O. BOX 3069
BALD LEAD MLAiM. riORTH CAROLINA 28461
BY
LAND MANAGEMENT GROUP, INC.
MARCH 18,19%
JOB #!96-111
04-03-96 05:06 PM FROM B. H. I. P"ANN:N; "0 919 73,11 9959 I ?04
March 18, 1996
Dan Weeks
BHY Planning Department
P.O. Box 3069
Bald Head Island, North Carolina 28461
Re: Pfizer Tract Marina - Tidal Hydrologic Flushing Study
Dear Dan:
Based on the various review agency concerns about water quality in the created high ground
basin design, we assessed future dissolved oxygen rates (DO) utilizing the accepted DEM
computer model (Report No. 90.01). The ambient water quality parameters were obtained from
ADM at their "Pfizer Station" approximately 1,600 feet to the northeast of the project.
As was requested by EPA and DEM comments, the model was run utilizing the worst case
scenario during a hot predawn July morning when water has it historically lowest DO readings.
In this case, the ambient DO used in the model was 5.7 mg/l at 29oC with a saturation DO of
7.8 mg/i. The average channel depth was 10 feet (mlw) at 100 foot width as worst case at the
narrowest point at barge landing. The marina basin was figured at an average depth of 8 feet
(mlw) for 5.5 acres of surface area. We used a 4.3 feet average tidal amplitude and a worst case
for boat activity at 0 boat hours/day. In addition the more conservative reareation constant was
used at 0.3/day which is the preferred DEM constant. Based on various studies when tidal
amplitudes are greater than 2 feet, the return flow factor is negligible and 0 was used in this
model.
Several conclusions were obtained from rGviaw of tho DEM marina studies. The most important
was that sediment oxygen demand (SOD) has much greater influence on ambient DO
concentrations than biological oxygen demand (BOD) caused from boat discharges or direct
runoff. It appears that chemical reduction and bacterial respiration of organic matter in future
marina sediments create a strong demand for oxygen in the water column. This SOD rate varies
with temperature, siltation rates and resuspension/dredging of muds and silts. Luckily this site
has a relatively hard pack sandy bottom from deposition of fast moving currents which results
in little deposition of finer materials. In any case, the average SOD rate of 1.5 (grams 02/1212 per
day) was used and the accepted SOD worst case of 3 (grams 02/m2) was used.
04-03-96 05:06 FM FROM BA 1. KANKNG "0 919 733 9959 ?05
March 18, 1996
The two segment marina-tidal amplitude model was chosen in all worst ease scenarios/pa meters
described above. Attached are the results of the computer calculations for 24 hours du ng this
hot July day. They are outlined as follows;
'ir?lkun-A Aldna. with 350_ 00'.(;t4antlel. n ?gQ _Below MHW
SOD - 1.5 (Avg)
Worst Case DO Result - 5.70 mc/I
Test Runb- Marina wLthL SU' x I 01Y Channel and 200' )gtty_l3elow MHW
SOD - 3.0 (Worst Case)
Worst Case DO Result - 5.13 mg/I
Test Run !' Marna with 5 UY x 100' Channel and -Iff. Jatty galc?%v 1J?LN _
SOD - l.3 (Avg)
Worst Case DO Result - 5.71 mgt!
T.9st Ruri-D klarina with 550'x 100' Channel and 400' Jeth. Below MFI1ti'
SOD - 3.0 (Worst Case)
Worst Case DO Result - 5.07 mg/I
I would have to conclude that even using the worst case conditions from the model's parameters
during the hottest month of July there should be no contravention of the ambient water DO
standards for the 400' jetty below MHW. This positive condition is most likely due to the
project's high tidal amplitude and large surface area to volume ratios. Since the project borders
an extremely deep shipping; channel at depths to 36 feet to 40 fast (mlw) it is doubtful a worst
case SOD condition could be achieved due to accumulation of fine organic laden silts. The
hourly barge and ferry traffic in and out of the marina basin would also help re-aerate the waters
and help to avoid stagnate conditions and low DO conditions. During the ebb tidal cycle, it
appears the marina basin should have a strong current gradient towards the shipping channel; and,
during the flood tide with predominant southwest winds, there should be a free exchange of high
salinity waters. It appears, therefore, that the latest marina redesign is well suited to Maintain
acceptable dissolved oxygen concentrations in this lower stretch of the Cape Fear River. There
is negligible difference in DO between a 200' jetty below MHW or a 400' jetty below MNW.
For purposes of the model we used the solid concrete jetty design with rock riprap at its tc e.
Bald Heart Almd Land Bare
Pfizer Trwt
04-13-96 05:16 PM FROM B.1 1. PIANN:N% "0 919 733 9959 ?O6
Msrch 18, 1996
If you awed clarification or have any questions, please feel free to contact me at your
convenience.
Sincerely.
Rf?- ?„? ml-
Rob Mein, MEM
Environmental Consultant
EnCIOS4ra3:

4 Runs of Model r L
ADM Salinity/DO Samples
Rovised Marina Plan 3/15/96 l
:-7
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$ 543c

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add Head Island Lmd gars 3
Pfizer Tmt
04-03-96 05:06 PM FROM B.1 1. P"ANN:Nv "0 919 733 9959 ?07
IKARINA WITH 350'X 100'CHAN1VE'L & 200' IETT Y AT
WATERWAR D END BELOW,VHW
TEST RUN "A"
TWO SEGMENT MARINA-TIDAL AMPLITUDE M THOD
NAME OF NARINAsPFI2ER TRACT MARINA
AVG CHANNEL DEPTH(FT)m 10
AVG MARINA DEPTH(FT)m 8
CHANNEL SURFACE AREA (FT**2)=; 35000
MARINA SURFACE AREA (FT**2)= 239580
TIDAL AMPLITUDE(FT)= 4.5
RETURN FLOW FACTOR (DIM)= 0
SEDIMENT OXYGEN DEMAND (GM/M**2-DAY)= 1.5
AMBIENT DO (MG/L)= 5.7
SATURATION DO (MG/L)= 7.8
DECAY COEFFICIENT (1/DAY)= 1
REAERATION COEFFICIENT (1/DAY)= .3
CHANNEL 50AT ACTIVITY (50AT-HRS/DAY)= 0
MARINA BOAT ACTIVITY (BOAT-MRS/DAY)z 0
T (HRS) DOC (MG/L) DOM (MG/L)
216 5.70404 5.695035
217 5.706 5.697042
218 5.709427 5.701858
219 5.714753 5.70792
220 5.724077 5.714065
221 5.729482 5.719526
222 5.730678 5.723058
223 5.729691 5.723384
224 5.727539 5.719512
225 5.723956 5.711629
226 5.723438 5.70207
227 5.710468 5.696408
DOCAVG (MG/L); 5.719481
DOMAVG (MG/L)= 5.709304
228 5.70404 5.695031
229 5.706 5.697038
230 5.709427 5.701855
231 5.714752 5.707918
232 5.7Z4077 5.714062
233 5.729481 5.719523
234 5.730675 5.723055
235 5.729887 5.723381
236 5.727535 5.719508
237 5.723952 5.711624
238 5.723433 5.702066
239 5.710466 5.696485
DOCAVG (MG/L)= 5.719479
DOMAVG (MG/L)= 5.709299
04-03-96 05:06 FM FROM BA .I. KANN:Nv "0 919 ?33 9959 ?08
-WARINA WITH 350'X 100'CHANNEL & 200' JETTY AT
WATERWARD END BELOW MHW
TEST RUN "B''
TWO SEGMENT MARINA-TIDAL AMPLITUDE METHOD
NAME OF MARINA=PFIZER TRACT MARINA
AVG CHANNEL OEPTH(FT)= 10
AVG MARINA DEPTH(FT)z 8
CHANNEL SURFACE AREA (FT**2) = 35000
MARINA SURFACE AREA (FT**2)- 239580
TIDAL AMPLITUDE(FT)= 4.5
RETURN FLOW FACTOR (DIM)= 0
SEDIMENT OXYGEN DEMAND (GM/M**2-DAY)= 3
AMBIENT DO (MG/L)3 5.7
SATURATION DO (MG/L)= 7.6
DECAY COEFFICIENT (1/DAY)= 1
REAERATION COEFFICIENT (I/DAY)= .3
CHANNEL BOAT ACTIVITY (BOAT-MRS/DAY)- 0
MARINA BOAT ACTIVITY (BOAT-HRS/DAY)= 0
T MRS) DOC (MG/L) DOM (MG/L)
216 5.656882 5.064885
217 5.682508 5.134983
218 5.684695 5.184558
219 5.682729 5.20562
220 5.675631 5.198041
221 5.506615 5.189338
Z22 5.299201 5.177023
223 5.190911 5.158539
224 5.151837 5.131896
22S 5.124016 5.097469
226 5.104732 5.059924
227 5.429291 5.030767
DOCAVG (MG/L)- 5.432426
DOMAVG (MG/L)= 5.1361
228 5.656884 5.064876
229 5.682508 5.134976
Z30 5.684695 5.184551
231 5.682728 5.205618
232 5.675625 5.198034
233 5.506604 5.189331
234 5.29919 5.177016
235 5.190903 5.158531
236 5.15183 5.131888
237 5.124007 5.097461
236 5.104731 5.059915
239 5.429301 5.030759
DOCAVG (MG/L)= 5.432421
DOMAVG (MG/L)= 5.136087
04-03-96 05:06 PM FROM BA I. P-IANN:Nv "?) 919 733 9959 ?09
WARINA WITH 550'X 100'CHANIVI 'L & 400' JETTY AT
WATERW.4 R D END BELOW MK W
TEST RUN "C"
TWO SEGMENT MARINA-TIDAL AMPLITUDE METHOD
NAME OF MARINA=PFIZER TRACT MARINA/JETTY
AVG CHANNEL DEPTH(FT)a 10
AVG MARINA DEPTH(FT)= 8
CHANNEL SURFACE AREA (FT**2)= 55000
MARINA $URFACE AREA (FT**2)- 239580
TIDAL AMPLITUDE(FT)= 4.5
RETURN FLOW FACTOR (DIM)= 0
SEDIMENT OXYGEN DEMAND (GM/H**2-DAY)= 1.5
AMBIENT DO (MG/L)= 5.7
SATURATION DO (MG/L)= 7.8
DECAY COEFFICIENT (1/DAY)- 1
REAERATION COEFFICIENT (1/DAY)- .3
CHANNEL BOAT ACTIVITY (BOAT-HRS/DAY)= 0
MARINA BOAT ACTIVITY (BOAT-HRS/DAY)= 0
T (HRS) DOC (MG/L) DOM (MG/L)
216 5.710492 5.700623
217 5.709485 5.702667
218 5.712526 5.707191
219 5.718151 5.713054
220 5.727433 5.719135
221 5.734395 5.724532
222 5.73784 5.728002
223 5.73806 5.728266
224 5.735822 5.724332
225 5.732493 5.716388
226 5.73187 5.70677
227 5.719759 5.701494
DOCAVG (MG/L)= 5.725701
DOMAVG (MG/L)= 5.714388
228 5.71049 5.70061
229 5.709484 5.702676
230 5.712526 5.707181
231 5.719151 5.713045
232 5.727433 5.719126
'233 5.734392 5.724523
234 5.737836 5.727992
235 5.738052 5.728256
236 5.735613 5.724323
237 5.732484 5.716379
238 5.73186 5.706761
239 5.719752 5.701485
DbCAVG (MG/L)= 5.725693
DOMAVG (MG/L)= 5.714371
04-03-96 05;06 FM FROM B. H. I, PIANNAG 70 919 733 9959 ?10
MARINA WITH 550'X 100'CHANNEL & 400' JETTY AT
WATERWARD END BELOW MH GU
TEST RUM "D"
TWO SEGMENT MARINA-TIDAL AMPLITUDE METHOD
NAME OF MARINA=PFIZER TRACT MARINA/JETTY
AVG CHANNEL DEPTH(FT)= 10
AVG MARINA DEPTH(FT)m 8
CHANNEL SURFACE AREA (FT**2)= 55000
MARINA SURFACE AREA (FT**2)= 239580
TIDAL AMPLITUDE(FT)= 4.5
RETURN FLOW FACTOR (DIM)- 0
SEDIMENT OXYGEN DEMAND (GM/M**Z-DAY)= 3
AMBIENT DO ( MG/L) z 5.7
SATURATION DO (MG/L)= 7.8
DECAY COEFFICIENT (1/DAY)= 1
REAERATION COEFFICIENT (1/DAY)= .3
CHANNEL BOAT ACTIVITY (BOAT-HRS/DAY)= 0
MARINA BOAT ACTIVITY (BOAT-HRS/DAY)- 0
T (HRS) DOC (MG/L) DOM (MG/L)
216 5.534407 4.999212
217 5.626197 5.061766
218 5.652749 5.114146
219 5.657736 5.13837
220 5.650975 5.131626
221 5.53193 5.123755
222 5.360321 5.112259
223 5.222492 5.094584
224 5.144449 5.068741
225 5.102585 5.035103
226 5.083514 4.998339
227 5.308207 4.973683
DOCAVG (MG/L)= 5.406316
DOMAVG (M.G/L)= 5.071023
228 5.534404 4.999176
229 5.626196 5.061735
230 5.652749 5.114118
231 5.657735 5.138342
232 5.650972 5.1316
233 5.531918 5.123727
234 5.3603 5.112232
Z35 5.222469 5.094557
236 5.144425 5.068714
237 5.102561 5.035076
238 5.083495 4.998313
239 5.308202 4.973858
DOCAVG (MG/L)= 5.406297
DOMAVG (MG/L)= 5.070979
04-03-96 05;06 FM FROM B.1 I. KANN:Nv 3 9959
"0 919 73
AMBIENT SALINITY/00 IN RIVER
0AW
AAQHBR CANILLS•MIOL?&OCOMPANY P.O. 80X lew EAST MCOPS ST. EXTENSION
FOOD AL7ffIVF-% [WISKW4 TI!L. 9tOt477:lq' 1
ARCHER DANIELS MIDLAND COMPANY
P. 0. Box 10640
SOUTHPORT, N.C. 28461
FACSIMILE COVER SHEET
3.?r
?
DATE:
TO: ROG MC IJL
CUSTOMER FAX NLMBER:
?11
SOUTHPORT, N%' . 294GI
WE ARE SENDING YOU T;----S PAC-7 a,Y7 'rI.!r" F'O?,LdWi;1C, D3;.E5 .
tc' .r.ERi A%:. ?Vt ?FtiCo..c:sS, F'-AS£ CCti?'ACT 2AMEW
? Lim 7
'7553
AT SOUTHPORT, N.C. !.10) 457-4-'?, EXT.
C1,7 FAX NV:!5ZR IS; 5-13-457-0360.,
COMMENTS: MA)( ?
%i u t.y

af a
AUG 15.9
SCz PT 24 Co'

04-03-96 05:06 PM FROM B.1 1. P"ANN:Nv "0 919 733 9959 ?12
Table 2•5. Saturation Values of Dissoived Oxygen in• Water Exposed to
WSKer-Saturated Air Containing 10.90 Percent Oxygen Under a
Pressure of 760 tarn of Mercury'
Chloride CosewrMao
-
In Water ttW Diller"q 7
1

'
per 100 mij
1

Tanperatnrr: 0 3000
? ( 14000 Cbbrld. (
I Vapor
Temperatu re ! rrewre
DL9ohed o.yla "V
mn
0 14.6 15.1
13.0 0.0!7 ! 0 1 5
1 t Ia.? I
13.1
13.6 0.0!6 !
'- 1 i3.a 1
! 13.1 1 123 0.015 ( ! 3
' 13 3 12 % I 12A . v.013 3
s 13.1 0.014 b
S i2.9 12.1 i Ili ! U.ota I S I
6 i7.3 ( 11.3 I 11.1 0.014 ! ry .
17 !
11.3 10.9
0.013
-
1
i 11.9 11.: = 10.5 i C.JI? 8 9
I r.b ; 11.0 M., 0.013 9 y
10 i l u 1 10. 10.1 0.012 i 10 9

•
1 i. I
10.5 9-9 I I
0.!)11 i

ii

10
l i US I?7a 9.7 ? 0.01. ? t2 i

13
10.6
i 10.1 9.;
0.011 1
t3 I
1
.1
Lt 0.4 i 9.9 i 9.3 i 0.010 ! Id t2
13 10.2 9.i 9.! ! 0.0 r0 I
i i$
I t3

' !0.0 i 9.: 1 9.0 1 O.C10 !6 ± 1?
1
• 9.7 j 9.3
, 6a
0.010
;7
! I<
:8 9.: 91 I 3b 0. i 1J 1 ,5
.9 9; 8.9 i 8.3 ; 0.009 !9
9.1 8.7 i S43 ' 0.009 ?? I 18
i
71 ! 9.J a.6
1 8.1 j
'
0.009
21
1 19
i= 3 i1 1 8.4 &0 1
( 0.008 1 :? 1 Z0
23 9.7 1 83 7,
9
I
Z1 S3 ° 8.1 7. 0.000 1 -? I :
''-? i 3 t ' 8 0 T.6 i 0.005 23
i4
26
I 8 i 7.8 7.4 j 0.006 26 1 2:
17 8. ! 7-7, 7.3 { 0.008 27 27
29 7.0 7.f 7.1 0.008 :3
38
7.8 I .4 !
70 n fm 29 j0
30 7.6 7.3 6.9 0.0087. i0 3-
' Saturation at baromrtrie prMsuta etbm, thaw X(4 mrn (29.9? in.). C,. is ralate3 to the Corresponc-
ir a tabulated vohum. , by the equation-
C' m C.
7450-0
whore C;'SOUblliEV at bmarrtetric praaure P and Given temperature, miilisrama par liter
C. = satursdan at liven temperature from table, rnillisrams per !hcr
P r baranetric pressure- millimeters
p + pressure of 14tumted -agar vapor at temper stu-e of the water se!eeteC
It" table', nrlli"mm
04-103-96 05:06 PM FROM B. $ I. KANKNG

Strncn,r!e 2
GML%M
Invite Ea" and W
and Cotrlr7eeet'
me qtly
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larr ?

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KC, STATE r.IGHWAY
\ CCa4?s?SrGN
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err ??

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•
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"0 919 733 9959 ?13
11.5 sera
wt?anr• IFA.&Q
Ad+atrtiatn:ilrc offices,
-Strucrl:rC 4
for both psuer?er lo boars end barge
rt
INaan High Waite xe l
atla. 1992 by Dramwtck
?+^KY1it3 '
Warehoetae and Receiving
"•?•-•, Illahr{g 2roil rrryin Ares
StruC:ure ?
?.?..l
lAl?il aYYa M
wdemnae.trlalrlle7la(tCE
- Glrltnloror •xaitl.? and !o.cii,-t?
nlrtawr «r:.llrtl.... 6,
I..MIy i,Ee N
dar=e iunG{rlg and sAS arts
LW
serge finding
na
Awaa Cnannal 10 Man S.7' wlda aLows
rry '
strnc:uTe s
e?ll.r+ al
•rralla .w. IOLea a
+I?rlaap orr va H ne.wev a.r-rlq IM
9`
Revisad Febraary 15. 19%
October 16. 1996
LAND USE PLAN
P F I Z E R T R A C T
sOUTHfivffr, VOVN CAROLINA
Prepared br Bald Head Island Planning Department

Z

i

I
02
I
? ~I
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i

r?ra ?V I I
(
W
PLANNING
i
call
1 ? I ? I
DEPARTMENT
9141 PL,ANNINC DEP i i I
P 0 ae•r. 10ao
BALD UAO SUND. X 294611
(919)
+?%-?G00
UefCrl tlor. I
SITE PLAN
I?
Scale: I_ oo ' ----
By Ir4 Det l.D OCC 14
Hor h
04-03-96 05:16 FM FROM B. $ I. KANN:Nv ?33 9959 ?14
"0 919
I Apo 1 TOP OF 9ULrCHMAD •?.^.?
VINr' ?AnA?L
vow cc r sia' a rae; c ???s
taANTA IRAV AN4?-WRthe-
/I SYSIMM
YATJRAL
. A ? \ 6RJ.CE
I?
w LY 'IIJN65 ! I-ZIA. ?' 1v
db I '
l; DANN e_2VA-n N - /

I 2m.Ywl a
M:GTICN 5-5 ACCE9° CHANEL 74 MARINA
beALm MDTva scALa
z
Y
h
:T,§ ?u -d-
9/L!-,T=L- L.A$LZ
GCMG. ANGNCR °16s
PROP05ED
MARINA
;IOV-4 ?

6E4,7I0N A -A
u,?RINri DAh?IN
liCALi ?10T TQ aGA?
_ - _ t •O' 1'NGT'i? -- I?
_ AcCA" C>MM0. T7 -$Amm^ ?'- G
04-03-96 05:06 FM FROM B. H. I. KANN:Nv 70 919 73 9959 '15
.North Carolina
Coastal Marinas:
Water Quality Assessment
January 1990 Report No. 90 - 01

N.C. Department of Environment. Health, and Natural Resources
Division of Environmental Monagewent
U4-i08-96 IN4 FM FROM B. 1I. I. F?ANN:Nv ".0 919 733 9959
BALD HEAD ISLAND
PL&VMG DEPARTNMW
FAQ TRANSM7C1'TAL
TO! DATE•
FAX NO.
FROM*
FAX NO. Ifl 776a !=!74'
SUBJECT: tN &Vk;4::fiffAj , 7
C? F{N,Z raLm,
We Transmit:
Herewith
() Under separate cover
For Your-
Approval
() Review & Comment
Use
The Following:
Copies (including this cover sheet)
r
101
ro bw XV, SM X" M R4 rfwii Ca l= =W 0 91WSI-' M • r uoio4ff-r4G
04-08-96 12:44 PM HOM B. I{. I. P-IANN:Nv ^O 919 733 9959
e?laarsNaRAr1
Addz.Aki
M oem random
To: fm Gregson
From Rob Moul
Re: Revised Marina Fleshing '
As discoed last wee1S we revise
rather than 7.8 in the first tlw
predictions illustafts using the x
v =Q reault in similar 5.4 mg/1
model predidionz for the 200 ac
computer rues the cloaca to the
for the 200 feet solid jetty and 2
upper limit SOD ranges for pomp
Than we tam reesoms why I fed I
uIvulves the fact that the ma in& 1
has vexy tilde organic silts aed a
IEUW maaageane ds willingness
whareby lower sections of the jet
closer to shoreline.
blase rel vw tase flag
assia sMe_
AtO#r Am mm
F.. 46A lea MM
Sk ooar
A;614, 19% i
of Bald Head Land Base at Pfim in Southport
the ssturatian DO far the worst cage gceeado using 6.8
models. The outcome of the various computer m
e SOD of 1.5 for the 200 feet and the 400 feet solid je
0 =dings. When using the wom case SOD of 3.0,
100 feet jenies were now below 5.0 mg/l for DO. The
* quality standard of 5.0 aw am using SOD value of
for the 400 feet solid jetty. This is sill within the accopl
t]uw?ed Mwiast
project will maintain DO readings above 5.0 mg/L The
un and channel will have s hard packed sand bottom
war SOD than the model. the other reason involves e
contract the jetty with "Flushing Enhancement W 'i1
twill ollow overwash of the upper mM of inter-tidal
ad giw me you comments. AP K t =kk you for,
Sincerely,
lily
Rob Moul, MEM
P.nvimetIDwW Consultant
E=10 0M 6 computes RM
ce: Din weeks
?02

agP. ow
MA.rc,.-,..
.AW jow

04-08-96 12:44 FM FEOI?i B.1 I. KANN:Nv ?0 919 733 9959
U4/U4/i0 14:d0 VA&
MARINA WITH 20 ' ,SOLID JETTY
(wo=1.5)
TWO SEGMENT MARINA TIDAL AMPLITUDE MrsTHQD
NMS OF MARM=PFI ER TRACT MARINA
AVG C WMaL DZPTH( T) m 10
AVG DAKNA D?TA(F ) - 8
CHANNEL SURFACE ( FT-*2 ): 35000
MARINA 8iAt9'ACS (FT**2)= 239$80
TIDAL AMPLYT01D8(IT = 4.5
RETURN FLOW FACTOR ( DIK) m 0
SEDIMU OXYGEN D (GM/M**2-DAY)= 1.5
AMBIENT DO (MOM 5.7
SATURATION DO (X((I/ )= 6.8
DECAY COEFFICIZKT 1/DAY)= 1
REAERATION COBFFjC ENT (I/DAY)= .3
CHANNEL BOAT ACTIVITY (BOKT-HRS/DAY)= 0
MARINA BOAT ACTIVI (BOAT-NR6/DAY)= 0
T MRS) DOC MG/L) DON (MG/L)
216 5.6 966 5.397334
217 5.6 1956 6.430809
27.8 3.6 3161 5.454644
219 5.5 2477 5.464955
220 5.6 9541 5.461646
221 5.6 9317 5.467762
222 5.5 0607 5.452065
223 5.4 9003 5.443279
224 5.4 0285 5.430407
223 3.4 6866 5.413637
226 5.4 76SB 5.395303
227 5.5 159 5.381153
DOCAVG (MG/L)- 5.5 3515
DOMAVG (M/L)s 5.4 1926
226 5.6 9661 5.397326
229 5.6 1957 5.430802
230 5.5 3161 5.454639
232 5.6 2478 5.464959
232 5.6 9539 5.461641
233 5.6 931 5.457756
234 5.5 0601 5.45206
235 5.4 8997 5.443273
236 5.4 0279 5.430402
237 6.4 6861 5.413632
238 5.4 7656 5.395298
2,39 5.5 1595 5.381148
?03

DOCAVG (MC/L)- 5.5 351
D0MVQ (MG/L)- 9.411916
04-08-96 12:44 PM FROM B.1 I. P"ANN:N, 70 919 733 9959
?04
MARINA WITH 200' O ID JETTY
($W--2.85

TWO GZMGMT MARINA- TIDAL AMPLITIME METHOD
N= OF MIRINA=PVI RR TRACT MARINA
AVG CHANNEL DEPTH( )- 10
AVG MARINA DRPT13 ( ) : 6
CffWWL SURFACE A (FT**2)= 35000
MARINA SUACE AR (FT**Z)= 239590
TIDAL AMPLITUDEfFT = 4.5
RETURN FLOW FIUCTOR (DIIri)m 0
SRDII+IRNT OXYGEN D (GM/M**2-DAY)= 2.65
ANDIR 1' DO (MG/L) ¦ 5.7
SATURATION DO (MG/ )= 6.8
DSCAT CORFFICiONT 1/DAY)= 1
RBAERATION COEFFIC ENT (1/DAY)- .3
CHAWEL 90AT 1CTI TY (BOAT-ARS/DAY)a 0
MARINA BOAT ACTIVI Y (BOAT-HRS/DAY)?- 0
T (HRS) DOC M(G/L) 110M MGM)
216 5.6 3505 4.914218
217 S.6 3946 4.999896
216 5.6 4199 5.058047
219 M E 9:6 5.079871
220 399 5.066027
221 5.4 8452 5.051285
222 5.I 9808 5.033439
223 5.0 5786 5.010231
224 4.9 8913 4.979903
225 4.9 6913 4.942783
226 4.9 3318 4.902992
227 5.3 6022 4.870757
DOCAVG (XQ/L)=7 5.3 3439
DOMAVG (MG/L)m 4.9 247
228 5.6 3508 4.914208
229 5.6 3947 4.999888
230 5.6 42 3.058038
231 5.6 7926 5.079862
232 5.6 2393 5.066018
233 5.4 8439 5.051276
234 5.1 9794 5.03343
235 5.0 5776 5.010223
236 4.9 8905 4.979894
237 4.9 6904 4.942775
238 4.9 3319 4.902984
239 5.3 6035 4.87076
DOCAVG (MG/L)* 5.3 3432
DOMAVO (Ma/L)= 4.9 2454
ns-na-aR na•n? PM Pne
04-i]8-96 12:44 PM FROM B.1 I. P"ANN.Nv "?) 919 733 9959 ?05
04/04196 14:36 PAX woos
MARINA WITH 2011' SOLID JETTY
(SOD-3.0)

M RBQKZNT MARINA}TIDAL MWLITtlDE METHOD
NAME QF mnlNA=PIFI ER TRACT MARINA
AVG CHANNEL DZPTH( )= 10
AVG NMNA DZPTH )- 6
CHANNEL a(WACE (FT**2)= 35000
MARINA SURFACE (FT**2)= 239560
TIDAL AMPLITDDB(FT a 4.5
RETM FLOW FACTOR (DIM)¦ 0
azvlm NT OBY08N D (GM/M*A,2-DAY)- 3
AMBIENT DO (Ma/L)= 5.7
SATURATION DO (MG/ )¦ 6.8
DECAY COEFFICIENT 1/DAY)= 1
REANRATICRF COEFFIC =NT (1/DAY). .3
CHANNEL BOAT ACTIV TY (BOAT-HR3/DAY)= 0
MARINA BOAT ACTIVI (BOAT-HRS/DAY)- 0
T (on) DOC MG/L) DOM (MG/L)
216 5.6 2501 4.767183
217 8.6 8464 4.868749
218 S.61 8429 4.937343
219 5.6 0454 4.962668
220 5.6 1095 4.945521
221 5.3 645 4.927574
222 5.0 913 4.906031
223 4.9 0025 4.878435
2Z4 4.8 4585 4.842794
223 4.8 6928 4.79946
226 4.7 8954 4.75316
227 5.2 0415 4.715433
DOCAVG (MG/L)= 5.2 6459
DWAVG (MGIL)- 4.8 8721
228 5.6 2504 4.767173
229 5.6 8465 4.868741
230 5.6 4429 4.937335
231 5.0 0453 4.96266
232 5.6 1087 4.945613
233 S.3 15434 4.927565
234 5.0 1114 4.906021
235 4.9 0013 4.878424
236 4.0 4574 4.842783
237 4.8 !6917 4.799459
238 4.1 18954 4.753148
239 5.2 1043 4.715423
DOCRVG (MNo/L) • 5. 6453
DOMAVG (MG/L)¦ 4.48705
64-08-96 12:44 PM FROM B,B,I, P*.ANN-Nv ".?) 919 733 9959 '06
94/04/46 14:44 VAX Woof
MARINA WITH 4 0' som JET?`Y
($OD? 1.5)
TWO gleac NT
NAME OF MARINA-PF
AVG CSANNEL DEPTH
AVG MARINA DEPTH(
CHAmm suRFACfi .A
MARINA SURFACE AR
TIDAL AMPLITUDE(F
RETURN FLOW FACTO
SEDIM$i1T OZY6EN D
AMBIENT DO (MG/L)
SATURATION DO (MA
DECAY Cd$FFICIENT
REAERATION COEFF1
CZANNEL BOAT ACTT
MARINA BOAT ACTIV
AMPLITUDE METROD
ZER TRACT MARINA/J$TTY
Me 10
r)? e .
QA (FT**2)¦ 58000
k (FT**2)= 239580
)• 4.5
(DIM)¦ 0
,UND (GM/M**2-DAY) - 1.5
5.7
L)= 6.8
(I MAY) a 1
LENT (1/DAY)- .3
MY (BOAT-HR3/DAY)= 0
rY (BOAT-SRS/DAY)= 0
T (HRO) DOC (1411/L) DOM (MG/L)
216 5. 155 5.366337
217 5. 5309 5.396221
218 5. 8097 5.421377
219 S. 0739 5.433191
220 5. 7962 5.430269
221 S. 1608 5.426778
222 5. 0056 5.421459
123 5. 4437 8.413065
224 3. 7169 5.400571
225 5. 7075 5.384175
226 5.4 7964 5.366209
227 5. 438 5.354312
DOCAVG (MG/L)= 5.x382
DOHAVG (MG/L) = S .Z1191
220 5. 1646 5.366313
229 5. 5308 5.3952
230 S. 8097 5.421368
231 5. 0739 5.433173
232 5. 796 5.430252
233 5. 16 5.42676
234 5. 0044 5.421451
235 5. 4422 5.413047
236 5. 7153 5.400553
237 5. 7059 5.384157
238 5. 795 5.366193
239 5. 4374 S.354296
DOCAVG (MG/L)@ 5.5pl37
DOWVG (MG/L)• 5. 1163
94-08-96 12:44 PM HOM B. 11. P"ANN:Nu 70 919 733 9959 07
04/04/90 14:30 FAX uur
• • • ? 1 I J
MARINA WITH 400'1
(540A2.45)
T v 394MENT
SOLID JETTY
IDAL AMPLYTWE METHOD
NAME OF OCARINA=PFI TRACT OCARINA/JETTY
AVG C9ANNZL DEPTH( )= 10
AVG MARINA DBPTH( }• A
CHANXZL SURFACE ( FT**2) = 55000
MARINA SURFACE (FT**2)= 239580
TIDAL AWLITUDE(FT 4.5
RST[1RN FLOW FACTOR (DIX)= 0
SEDIMENT OXYGEN DE MM (GM/M**2-DAY)= 2.45
ANSIENT DO (MG/L)= 5.7
SA7=TION DO (MG/10- 6.8
DECAY COUFICYENT 1/DAY)- l
AEAERATION COEFFIC ENT (1/DAY)= .3
CHANNEL BOAT ACTIV TY (BOAT-HR8/DAY)- 0
OWRINA BOAT ACTIVI (BOAT-MIS/DAY)- 0
T (HRS) DOC MG/L) DOM MG/L)
216 5.5 0129 4.9 2109
217 5.6 256 4.990305
218 5.6 0236 5.045781
219 5.6 2476 5.069223
220 5.6 9539 5.05818
221 5.4 3381 5.046284
222 5.3 0961 5.031497
223 5.1 791 5.011732
224 5.0 2532 4.985352
225 5.0 8132 4.952693
228 4.9 7338 4.917536
227 5.2 373 4.893491
DOCAVG (MO/L)• 5.3 9106
DOMAVG (MG/L)= 4.9 3727
228 5.5 0125 4.922071
229 5.6 2558 4.990272
230 5.6 0238 5.045751
231 5.6 2475 5.069194
232 5.6 9534 5.058152
233 5.4 3367 5.046256
234 5.3 094 5.03147
235 5.1 7886 5.011705
236 5.0 2607 4.985335
237 5.0 8107 4.952665
238 4.9 7319 4.917509
239 5.2 3725 4.693466
DOCAVG (W/L)= 5.39085
DOICAVG (MG/L)= 4.9 3679
N-08-96 1';44 PM FROM B.1 I. P:,ANN:Nv "0 919 733 9959
V7r v?r vv ??. vv ••••.
• t , MARINA WITH 40 ' SOLID JETTY
(SODM3.0)

TWO 616GMWT MARIN&ATIDAL AMPLITUDE METHOD
NAM Of MARINA:PFI!
AVG CMWML DEPTH(l
AVG HARINA DEPTH(F
CK&ML SURFACE AM
MARINA SURFACE ARZ
TIDAL AMPLITUD15 (FT
RETURN FLOW FACTOR
$BDnaNT OXYGEN DE
AM1IRMT DO (MG/L) -
SATURATION DO (MO/:
DECAY COEFFICIENT
REABAATION COEFFIC:
CHAPML BOAT ACTIV;
MARINA BOAT ACTIVI'
RR TRACT MAZNA/JETTY
T)• 10
)? 8
A (FT**2)a 55000
(FT**2)- 239580
4.5
(DIN)' 0
AND ((;M/M**2--DAY) ¦ 3
$.7
)w 6.8
1/DAY)= 1
ENT (1/DAY)• .3
TY (BOAT-ERR/DAY)= 0
Y (BOAT-HAS/DAY)- 0
T MRS)' DOC G/L) DOM (MG/L )
216 5.4 5565 4.664926
217 5.5 2021 4.755301
218 5.6 832 4.828332
219 S.6 0324 4.858505
220 5.6 1505 4.84216
221 5.4 9144 4.825999
222 5.1 2537 4.805725
223 4.9 8869 4.779382
224 4.8 5796 4.744979
225 4.7 7166 4.702888
226 4.7 9609 4.657778
227 5.1 2827 4.626701
DOCAVG (MG/L)- 5.2 1998
DOllAVG (MG/L) • 4.7 7828
228 5.4 556 4.664879
229 5.5 2019 4.7S$261
230 5.6 8319 4.828295
231 5.6 0322 4.858471
232 5.6 1497 4.842726
233 5.4 9126 4.825965
234 5.1 251 4.805691
235 4,9 8932 4.77935
236 4.8 5765 4.744947
237 4.7 7136 4.702856
238 4.7 9587 4.657747
239 5.1 2824 4.526671
DOCAVG (142/L)a 5.25
D0M&VG (MG/I,) = 4.71
1973
7769
?08

To: John Dorney
Planning Branch
DIVISION OF ENVIRONMENTAL MANAGEMENT
CAMA MAJOR PERMIT APPLICATION REVIEW
REGIONAL OFFICE STAFF REPORT AND RECOMMENDATIONS
REVIEWER: GREGSO
WQ SUPERVISOR: ADKIN
DATE: January 10,
WETLAND INFORMATION FOR CENTRAL OFFICE TRACKING
PERMIT YR: 95 PERMIT NO.: 951268 COUNTY: Brunswick
PROJECT NAME: Bald Head Island, Ltd. / Pfizer Tract
PROJECT TYPE: Marina PERMIT TYPE: CAMA
COE #: N/A DOT#: N/A
RCD FROM CDA: DCM DATE FROM CDA: December 11, 1995
REG OFFICE: WiRO RIVER AND SUB BASIN#: 030617
*STREAM OR ADJACENT WATER BODY: Cape Fear River
F
CLASS: SC STREAM INDEX #: 18-88-(3.5)
*OPEN OR CLOSED: Closed
v??! FO
WL IMPACT: Yes WL TYPE: SM
WL REQUESTED: 0.2 WL ACR EST: Yes ' ?T9
WL SCORE: N/A h,?s+cic 6
MITIGATION: No MITIGATION TYPE: N/AFs
MITIGATION SIZE: N/A RATING SHEET ATTACHED?: N/A
RECOMMENDATION: Other
STORMWATER PLAN REQ'D: Yes
IF YES, DATE APPROVED: Currently Under Review
PROJECT DESCRIPTION: The applicant proposes to develop a marina on the mainland to serve Bald
Head Island.
WATER QUALITY CERT. (401)
CERT. REQ'D: Yes
IF YES, TYPE: General Certification #3025 for projects that are eligible for the COE 291
General Permit.
SEWAGE DISPOSAL
TYPE OF DISPOSAL PROPOSED: Septic tanks or connection to the City of Southport Municipal
System.
TO BE PERMITTED BY: If Septic tanks Brunswick County will permit, if connected to Southport
DEM will Permit.
IF BY DEM, IS SITE AVAILABLE AND PERMIT ISSUANCE PROBABLE: Unknown
WATER/WETLAND FILL
AREA OF FILL - WATER: 17,100 sq. ft. WETLAND: 9,000 sq. ft.
IS FILL ELIMINATING A SIGNIFICANT USE? No
DREDGING
IS DREDGING ACTIVITY EXPECTED TO CAUSE A SIGNIFICANT LOSS
OF RESOURCE? No
IS SPOIL DISPOSAL ADEQUATELY ADDRESSED? Yes
L` 951268.Jan
AA. Page Two
MARINA
ARE THE FOLLOWING ADEQUATELY ADDRESSED?
SEWAGE DISPOSAL: No MARINA SERVICES: Yes
OXYGEN IN BASIN: Yes CLOSURE OF SHELLFISHING WATERS: N/A
(ATTACH A MARINA USE ATTAINABILITY EVAL.)
RECOMMENDED CONDITIONS OR PERMIT RESTRICTIONS:
The applicants have avoided 404 fill. However, approximately 9000 sq. ft. of coastal marsh
will be excavated as a result of the access channel construction. It appears that the access
channel could be shifted 150 ft. to the northeast and avoid approximately half of the marsh
excavation although it also appears that this alignment would result in more alterniflora impacts
than the current proposal. Vegetation along the proposed channel alignment consists mainly of
Phragmites australis and Typha spp.. Although the loss 9000 sq. ft. of coastal wetlands is
considered significant, the applicants have chosen a channel alignment with the least impacts to
the more regularly flooded species.
The proposed concrete sheetpile groin and riprap toe protection will result in approximately
17000 sq. ft of fill below NEFIW. It will also create an enclosed entrance channel approximately
750' long. This channel would be 150' wide for most of its length but would be only 70' wide
at the mouth of the basin to allow for a 80' wide barge landing area. It is DEM's policy to
require marinas to use siting and design features, to the maximum extent practicable, which
promotes flushing. These features include: locating marinas near inlets, minimizing restrictions
in entrance channels by using large openings and by using breakwaters instead of solid
structures, and minimizing stagnant areas by using rounded corners and sloping bottoms towards
entrance. In order to maximize flushing in the proposed basin it is recommended that the
applicants consider a wooden or concrete breakwater with gaps to allow water circulation. It .
is suggested that specific conditions contained in T15A: 07H .2105 would be a good starting
point. The use of a segmented breakwater instead of a solid groin would also eliminate the need
for riprap toe protection. It is also recommended that the barge landing area be moved farther
into the existing spoil area to allow the entrance channel to be widened to 150' at this location.
By doing so the 80' constriction would be eliminated which should result in improved flushing.
Please note that the City of Southport's Wastewater Treatment plant is currently in non-
compliance with their NPDES Permit for toxicity limits. Until this matter is resolved, requests
for additional connections to the City's sewer system may receive unfavorable comments from
this Division.
An application for a Coastal Stormwater Permit has been received and is currently under
review by this Office.
cc: Central Files
Wilmington Regional Office Files
DCM-Ed Brooks
John Parker
04-29-96 11 :49 AM FROM B. H. I. PLANNING

ENO
F01
BALD SAD LSLAND
PLANNING DEPARTMMNT
FAX TRANSNEC ITAL
TO- DAT;-O
FAX NO.
FROM:
FAX NO.
SUBJECT:
We Transmit:
\ () Herewith
() Under separate coven
For Your:
( ) Approval
W?jview & Comment
( se
The llowing:
Copies (including this cover sheet)
DESCRIP'''TION ... ,
am

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VO Hm 3069, BOA lied t"W. %,iw& carmbna ="I 0 (91Oµ57-MS 0 FAXMOWQT-7*0

04/29/96 10:22 TX/RX N0.0307 P.001. 0
4.
04-V9-96 11:49 AM FROM B. H. 1, PLANNING
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MARINA
ARE THE FOLLOWING ADEQUATELY ADDRESSED?
SEWAGE DISPOSAL: No MARINA SERVICES: Yes
OXYGEN IN BASIN: Yes CLOSURE OF SHELLFISHING WATERS: N/A
(ATTACH A MARINA USE ATTAINABILITY EVAL.)
RECOMMENDED CONDITIONS OR PERAM RESTRICTIONS:
The applicants have avoided 404 fill. However, approximately 9000 sq. ft. of coastal marsh
will be excavated as a result of the access channel construction. It appears that the access
channel could be shifted 150 ft. to the northeast and avoid approximately half of the marsh
excavation although it also appears that this alignment would result in more alterniflora impacts
than the current proposal. Vegetation along the proposed channel alignment consists mainly of
Phragmites australis and Typha spp.. Although the loss 9000 sq. ft. of coastal wetlands is
considered significant, the applicants have chosen a channel alignment with the least impacts to
the more regularly flooded species.
The proposed concrete sheetpile groin and riprap toe protection will result in approximately
17000 sq. ft of fill below MHW. It will also create an enclosed entrance channel approximately
750' long. This channel would be 150' wide for most of its length but would be only 70' wide
at the mouth of the basin to allow for a 80' wide barge landing area. It is DEM's policy to
require marinas to use siting and design features,, to the maximum extent practicable, which
promotes flushing. These features include: locating marinas near inlets, minimising restrictions
in entrance channels by using large openings and by using breakwaters instead of solid
structures, and minimizing stagnant areas by using rounded comers and sloping bottoms towards
entrance. In order to maximize flushing in the proposed basin it is recommended that the
applicants consider a wooden or concrete breakwater with gaps to allow water circulation. It
is suggested that specific conditions contained in T15A: 07H .2105 would be a good starting
point. The use of a segmented breakwater instead of a solid groin would also eliminate the need
for riprap toe protection. It is also recommended that the barge landing area be moved farther
into the existing spoil area to allow the entrance channel to be widened to 150' at this location.
By doing so the 80' constriction would be eliminated which should result in improved flushing.
Please note that the City of Southport's Wastewater Treatment plant is currently in non-
compliance with their NPDES Permit for toxicity limits. Until this matter is resolved, requests
for additional connections to the City's sewer system may receive unfavorable comments from
this Division.
An application for a Coastal Stormwater Permit has been received and is currently under
review by this Office.
cc: Central Files
Wilmington Regional Office Files
DCM-Ed Brooks
John Parker
73
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sC7t/TNf"OlRr NORTHG,AROL/N,A
Md MINNd'Id 'I 'H 'ii WOdJ NV 6?: I 1 96-6G'-V0
Division of Environmental Management
Ecological Assessment Group
May 28, 1995
MEMORANDUM
To: John Domey
From: Greg Price
Subject: Pfizer Tract
Brunswick County
In response to recent conversations with Dan Weeks of Bald Head Island Planning
(BHIP), Rob Moul of Land Management Group, Jim Gregson of DEM Wilmington
Regional Office, and the most recent memo dated 16 May 1996 by Dan Weeks, the DEM
agrees that Bald Head Island Planning has no practicable alternative to the proposed marina
basin design. Our original concerns for the design included its long length of channel,
restricted width of the access channel due to the barge landing, and squared off corners in
the basin as shown on basin design. All of the concerns are related to adequate flushing
and dissolved oxygen levels in the basin.
An alternative was proposed by DEM staff for consideration by BHIP and Land
Management Group. Conditions of the alternative suggested by DEM included 1)
widening of the restricted portion of the access channel from 100' to 150' (aligned with
remaining channel) to ensure adequate flushing, 2) modifying (rounding) the corners of the
proposed basin to minimize stagnant areas, and 3) installing intermittant breakwater
devices (4 flush-through weirs) along the channel to enhance flushing. The proposed
alternative followed recommendations of DEM report # 90-01 (North Carolina Coastal
Marinas: Water Quality Assessment).
The BHIP agreed to Conditions #2 and 3 but not to Condition #1. The DEM
received a memo dated 16 May 1996 by BHIP explaining reasons for their refusal to accept
Condition #1. The memo emphasized that straight lines of travel and wide turns are the
best means of navigation for barges and their push tugs from a safety standpoint and that
the barge landing location was ideal for both of these navigation conditions. The memo
also reiterated the fact that the access channel was widened from 75' to 100' feet, the DO
model used incorporated 100' during entire stretch of channel at worst case scenario (SOD
of 3 mg/1) without incorporating flushing enhancements, and establishment of 4 weirs in
the access channel have been incorporated to improve flushing.
The DEM staff believe that the applicant (BHIP) has addressed DEM's concerns in
a suitable manner and has modified the basin design the greatest extent practicable to meet
DEM's requirements concerning water quality issues. Given the regular use of the barge,
this marina is very unusual and may be unique in North Carolina. Therefore a 401
certication should be issued for this project stating the conditions #2 and #3 mentioned in
paragraph 2.
•
c
Y ?
May 16, 1996
Mr. John Dorney
Environmental Management
Water Quality Lab.
4401 Reedy Creek Road
Raleigh, NC 27607
Dear Mr. Dorney:
lile,
"Ok ?I99
q? 6
^{Jsc/????s
This letter is in reference to a telephone conversation I had with
Greg Price of your staff regarding the width of the access channel
into our proposed marina at the Pfizer Tract. Mr. Price stated
that the width of 150' at the access channel should be maintained
throughout the entire 400' length, thus eliminating the 50' bump
out for our barge landing.
First and foremost, I would like to emphasize that this barge
landing is by far the most critical aspect of our present and
future development at Bald Head Island. As you are aware the only
means of transporting material to and from the Island is by the
barge.
During the initial land use planning for this project we had to
design an efficient means of getting the barge in and out of our
marina, in as straight of a line as possible and not restrict the
passenger boat from accessing the marina. This design allows that
to occur with 100' allocated for the passenger boats and 50'
allocated for the barge.
I would like to point out that our barge is a total length of 130'
which equates to 50' for the barge and 80' long for the push boat
with a width of 321. The push boat is attached to the barge by
steel cables and is difficult to navigate. Straight lines and
large turns are the best means of navigation from the standpoint of
safety and human life. As currently proposed, access to the barge
landing is in a straight line, which in our estimation is the
safest and best means of accessing the barge landing.
With regard to water quality, we had models done with various
scenarios as per comments back from your department. In all cases
we have met the minimum criteria established. Furthermore, the
width at that constricting point was 751. Since that time we had
revised that width to 100' and also incorporated four weirs to
improve the flushing in the access channel. If there is a
regulation or technical requirement that we have not met, please
forward that information to me.
PO Box 3069, Bald }lead Island, North Carolina 28461 • [phone] • FAX [phone]

Mr. John Dorney
May 16, 1996
Page Two
In summary, I hope I have addressed some of the design
considerations which we had to address in arriving at our Final
Land Use Plan. In our estimation we have met the technical
requirements for water quality. We have added weirs into our
design which will improve flushing into the access channel.
This has been a long and involved process and for the most part we
have incorporated the comments back from the various agencies which
has improved our plan but the redesign of the barge landing would
cause numerous access problems and safety issues and potentially
endanger human lives.
Please contact me at 910-457-7339 with any questions and/or
comments.
Sincerely,
Dan Weeks, ASLA
Director of Planning
cc: John Parker
Jim Gregson
Ken Stewart
Ken Kirkman
Rob Moul

Memorandum
To: Jim Gregson
From: Rob Moul
Re: Revised Marina Flushing
As discussed last week, we revise
rather than 7.8 in the first flus
predictions illustrates using the a
would result in similar 5.4 mg/l
model predictions for the 200 at
computer runs the closest to the
for the 200 feet solid) etty and 2-,
upper limit SOD ranges for Poo:
There are two reasons why I feel
involves the fact that the marina
has very little organic silts and ;
Head management's willingness
whereby lower sections of the jc
closer to shoreline.
Please review these flushing
assistance.
IUWA, Jnc
mm
At ( ae .'9ao 252-2
yon, Am& a ,&as
Ad'. 910-45,2-00011
April 4, 1996
Yui& 94
g1.4 ep. 9.A
saos cX40la a4vo e
°X'?ti ,AV uw y
,ss
271/
Itudy of Bald Tread Land Base at Pfizer in. Southport
3 the saturation DO for the worst case scenario using 6.8 mg/l
ing models. The outcome of the various computer model
erase SOD of 1.5 for the 200 feet and the 400 feet solid jetties
DO readings- When using the worst case SOD of 3.0, both
1 400 feet jetties were now below 5.0 mg/1 for DO. The two
ater quality standard of 5.0 mg/1 was using SOD value of 2.65
5 for the 400 feet solid jetty. This is still within the acceptable
v flushed marinas.
le project will maintain DO readings above 5-0 mg/l. The first
asin and channel will have a hard packed sand bottom which
lower SOX) than the model. The other reason involves Bald
to construct the jetty with "Flushing Enhancement Weirs"
y will allow overwash of the upper zone of inter-tidal waters
and give me your comments. Again, thank you for your
Sincerely,
,-?,b ,?f
Rob Moul, MEM
Environmental Consultant
Enclosure: 6 computer Runs
cc: Dan Weeks
Post-ito Fax Note 76 - Date V ,,I pagesi
?1 ? DU
Co. ept. Co.
Phone # Phone #
Fax # rl Fax #
MARINA WITH ?Of ' .SDLID JETTY
(SOD= 1.5)
TWO SEGMENT MARINA TIDAL AMPLITUDE METHOD
NAME OF MARINA=PFI
AVG CHANNEL DEPTH(
AVG MARINA DEPTH(F
CHANNEL SURFACE AR
MARINA SURFACE ARE
TIDAL AMPLITUDE(FT
RETURN FLOW FACTOR
SEDIMENT OXYGEN DE
AMBIENT DO (MG/L)=
SATURATION DO (MG/
DECAY COEFFICIENT
REAERATION COEFFIC
CHANNEL BOAT ACTIV
MARINA BOAT AGTIVI
, ER TRACT MARINA
?T)= 10
r)= 8
3A (FT**2)= 35000
k (FT**2)= 239580
)= 4.5
(DIM) = 0
?IAND ( GM/M* * 2 -DAY) = 1.5
L)=6.8
7
(1/DAY)= 1
LENT (1/DAY)= .3
ITY (BOAT-HR8/DAY)= 0
rY (BOAT-HRS/DAY)= 0
T (HRS) DOC (MG/L) DOM (MG/L)
216 5.6 7966 5.397334
217 5.6 1956 5.430809
218 5.6 3161 5.454644
219 5.6 92477 5.464965
220 5.6 9541 5,461646
221 5.6 9317 5.457762
222 5.5 10607 5.452065
223 5.4 59003 5.443279
224 5 AI
. A0285 5.430407
225 5
. 26866 5.413637
226 5. 17658 5.395303
227 5. 7159 5.381153
DOCAVG (MG/L)= 573515
DOMAVG (MG/L)= 5. 31926
228 5. 79661 5.397326
229 5. 91957 5.430802
230 5. 93161 5.454639
231 5. 92478 5,464959
232 5. 89539 5.461641
233 5. 0931 5.457756
234 5. 10601 5.45206
235 5. 58997 5.443273
236 5. 40279 5,430402
237 5. 26861 5.413632
238 5. 17656 5.395298
239 5. 71595 5.381148
DOCAVG (MG/L)= 5.17351
DOMAVG (MG/L)= 5.131916
MARINA WITH 200' OLID JETTY
s0o =2.65).
_ .-T r~ 7
TWO SEGMENT MARINA TIDAL AMPLITUDE METHOD
NAME OF MARINA=PFI
AVG CHANNEL DEPTH(:
AVG MARINA DEPTH(F'
CHANNEL SURFACE AR]
MARINA SURFACE ARE,
TIDAL AMPLITUDE(FT
RETURN FLOW FACTOR
SEDIMENT OXYGEN DE)
AMBIENT DO (MG/L)=
SATURATION DO (MG/;
DECAY COEFFICIENT
REAERATION COEFFIC
CHANNEL BOAT ACTIV:
MARINA BOAT ACTIVI'
ER TRACT MARINA
T)= 10
)= 8
A (FT**2)= 35000
(FT**2)= 239580
4.5
(DIM)= 0
AND (GM/M**2-DAY)= 2.65
5.7
)= 6.8
1/DAY)= 1
ENT (1/DAY)= .3
TY ( BOAT--llRS/DAY) = 0
Y (SCAT-HRS/DAY)= 0
T (HRS) DOC MG/L) DOM (MG/L)
216 5-64 3505 4.914218
217 5.6' '3946 4.999896
218 5.5 4199 5.058047
219 5.66 7926 5.079871
220 5.6 2399 5.066027
221 5.4 8452 5.051285
222 5.1 9808 5.033439
223 5.0 5786 5.010231
224 4.9 8913 4.979903
225 4.9 6913 4.942783
226 4.9 3318 4.902992
227 5.3 6022 4,870767
DOCAVG (MG/L)= 5.33439
DOMAVG (MG/L)= 4.9 247
228 5.6 3508 4.914208
229 5.6 3947 4.999888
230 5.6 42 5.058038
231 5.6 7926 5.079862
232 5.6 2393 5.066018
233 5.4 8439 5.051276
234 5.1 9794 5.03343
235 5.0 5776 5.010228
236 4.9 8905 4.979894
237 4.9 6904 4.942775
238 4.9 3319 4.902984
239 5.3 6035 4.87075
A /i ;'dig
DOCAVG (MG/L) = 5.3 3432
DOMAVG (MG/L)= 4.9 2454
04/04/96 14:25 FAX

_ MARINA WITH 20 d' SOLID JETTY
(SOD=3.0)
TWO SEGMENT MARINA }TIDAL AMPLITUDE METHOD
NAME OF MARINA=PFI!
AVG CHANNEL DEPTH(]
AVG MARINA DEPTH(F'
CHANNEL SURFACE AR)
MARINA SURFACE ARE]
TIDAL AMPLITUDE(FT
RETURN FLOW FACTOR
SEDIMENT OXYGEN DE1
AMBIENT DO (MG/L)=
SATURATION DO (MG/'
DECAY COEFFICIENT
REAERATION COEFFIC
CHANNEL BOAT ACTIV
MARINA BOAT ACTIVI'
ER TRACT MARINA
T)= 10
)= 8
A (FT**2)= 35000
(FT**2)= 2395$0
4.5
(DIM)= 0
AND (GM/M**2-DAY)= 3
5.7
) = 6.8
1/DAY)= 1
ENT (1/DAY)= .3
TY (BOAT-HRS/DAY)= 0
Y (BOAT-HRS/DAY)= 0
T (HRS) DOC MG/L) DOM (MG/L)
216 5.6 2501 4.767183
217 5.6 8464 4.868749
218 5,6 ")8429 4.937343
219 5.6 ')0454 4.962668
220 5.6 1095 4.945621
221 5.3 3645 4,927574
222 5.0 7913 4.906031
223 4.9 0025 4.878435
224 4.8 4585 4.842794
225 4.8 6926 4.79948
226 4.7 8954 4.75316
227 5.2 0415 4.715433
DOCAVG (MG/L)= 5.26459
DOMAVG (MG/L)= 4.8 8721
228 5.6 2504 4.767173
229 5.6 8465 4.868741
230 5.6 8429 4.937335
231 5.6 0453 4.96266
232 5.6 1087 4.945613
233 5.3 6434 4.927565
234 5.0 79114 4.906021
235 4.9 0013 4.878424
236 4.8 64574 4.842783
237 4. 6917 4,799469
38
2 4, 1
8954 4.753148
239 5. 043 4.715423
L& 005
DOMAVG (MG/L)= 5. 86453
DOMAVG (MG/L)= 4. 587-25
(14/04/96 14:25 FAX E006
?_ __ MARINA TITH 4 0' SOLID JETTY
(SOD=1.5)

TWO SEGMENT MARINAI-TIDAL AMPLITUDE METHOD
NAME OF MARINA=PFIZER TRACT MARINA/JETTY
AVG CHANNEL DEPTH(FT)= 10
AVG MARINA DEPTH( )= 8
CHANNEL SURFACE RA (FT**2)= 55000
MARINA SURFACE AREA (FT**2)= 239580
TIDAL AMPLITUDE(F )= 4.5
RETURN FLOW FACTO (DIM)= 0
SEDIMENT OXYGEN DEMAND (GM/M**2-DAY)= 1.5
AMBIENT DO (MG/L) 5.7
SATURATION DO (MG L)= 6.8
DECAY COEFFICIENT (1/DAY)= 1
REAERATION COEFFICIENT (1/DAY)= .3
CHANNEL BOAT ACTIVITY (BOAT -HRS/DAY')= 0
MARINA BOAT ACTIVI Y (BOAT-HRS/DAY)= 0
T (HRS) DOC (MG/L) DOM (MG/L)
216 5.6 2165 5.366337
217 5.6 65309 5.396221
218 5,6 78097 5.421377
219 5.6 80739 5.433191
220 5.6 77962 5.430269
221 5.6 1608 5.426778
222 5.5 0056 5.421469
223 5.4 4437 5.413065
224 5.4 7169 5.400571
225 5.4 17075 5.384175
226 5.4 7964 5.366209
227 5.5 1438 5.354312
DOCAVG (MG/L)= 5.5161382
DOMAVG (MG/L)= 5.401191
228 5.6 1646 5.366313
229 5.6 5308 5.3962
230 5.6 8097 5.421358
231 5.6 0739 5.433173
232 5.6 7796 5.430252
233 5.6 211-6 5.42676
234 5.5 0044 5.421451
235 5.4 4422 5.413047
236 5.4 7153 5.400553
237 5.4 7059 5.384157
238 5.4 0795 5.366193
239 5.5 4374 5.354296
DOCAVG (MG/L)= 5.56137
DOMAVG (MG/L)= 5.4 11.E
V4/u4/t+Lj 14:25 FAX
?- MARINA WITH 400' SOLID JETTY
(SOD=2.45)
TWO SEGMENT MARINA TIDAL AMPLITUDE METHOD
NAME OF MA.RINA?PFI ER TRACT MARINA/JETTY
AVG CHANNEL DEPTH( T)= 10
AVG MARINA DEPTH(F )= 8
CHANNEL SURFACE A (FT**2)= 55000
MARINA SURFACE ARE (FT**2)= 209580
TIDAL AMPLITUDE(FT = 4.5
RETURN FLOW FACTOR (DIM)= 0
SEDIMENT OXYGEN DE D (GM/M**2-DAY)=. 2.45
AMBIENT DO (MG/L)= 5.7
SATURATION DO (MG/ )= 6.8
DECAY COEFFICIENT 1/DAY)= 1
REAERATION COEFFIC ENT (1/DAY)= .3
CHANNEL BOAT ACTIV TY (BOAT-HRS/DAY)= 0
MARINA BOAT ACTIVI Y (BOAT-HRS/DAY)= 0
T (HRS)
216 DOC MG/L) pQM (MG/L)

217 5.5 0129 4.922109

218 5.6 256 4.990305

219 5.6 0238 5,045781

220 5.6 2476 5.069223

221 5.6 9539 5.05818

222 5.4 3381 5.046284

223 5,3 0961 5.031497

224 5,1 791 5.011732

225 5.0 2632 4.985362

226 5.0 8132 4.952693

227 4.9 7338 4,917536
5.2 373 4.893491
DOCAVG (MG/L)= 5.3! 9106
DOMAVG (MG/L)= 4.9 3727
228
229 5.5 0125 4.922071

230 5.6' 2558 4.990272

231 5.6 0238 5,045751

232 5.6 2475 5.069194

233 5.6 9534 5.058152

284 5.4 3367 5.046256

235 5.3 094 5.03147

236 5.1 7886 5.011705

237 5.0 2607 4.985335

238 5.0 8107 4.9526616

239 4.9 7319 4.917509
5,2!3725 4.893466
DOCAVG (MG/L)= 5,3 9085
DOMAVG (MG/L)= 4.9 3679 .?
Z007
04/04/96 14:'25 FAA
MARINA WITh.r 40 ` SOLID JETTY
(Soo=3.0 )
1

TWO SEGMENT MARINA-TIDAL AMPLITUDE METHOD
NAME OF MARINA=PFI:
AVG CHANNEL DEPTH(]
AVG MARINA DEPTH(F'.
CHANNEL SURFACE AR]
MARINA SURFACE AREA'
TIDAL AMPLITUDE(FT
RETURN FLOW FACTOR
SEDIMENT OXYGEN DE]
AMBIENT DO (MG/L)=
SATURATION DO (MG/.
DECAY COEFFICIENT
REAERATION COEFFIC.
CHANNEL BOAT ACTIV
MARINA BOAT ACTIVI'
T (HRS)
216
217
218
219
220
221
222
223
224
225
226
227
ER TRACT MARINA/JETTY
T)= 10
)= 8
A (FT**2)= 55000
(FT**2)= 239580
4.5
(DIM) = 0
vANT) (GM/M**2-DAY)= 3
5.7
)= 6.8
1/DAY)= 1
ENT (1/DAY)= .3
TY (BOAT-HRS/DAY)= 0
Y ( BOAT--HRS/DAY) = 0
DOC
5.4
5.5
5.6
5.6
5.6
5.4
5.1
4.9
4.8
4.7
4.7
5.1
MG/L) DOM (MG/L)
5565 4,664926
'021 4.755301
832 4.828332
0324 4.858505
1505 4.84276
9144 4.825999
2537 4.805725
8869 4.779382
5796 4.744979
7166 4.702888
9609 4.657778
2827 4.626701
DOCAVG (MG/L)= 5.2 1998
DOMAVG (MG/L)= 4.7t7828
228 5,4 556 4.664879
229 5.5 2019 4.755261
230 5.6 8319 4,828295
231 5.6 0322 4.858471
232 5.6 1497 4.842726
233 5.4 9126 4.825965
234 5.1 251 4.805691
235 4.9 8838 4.77935
236 4.8 5765 4.744947
237 4.7 7136 4.702856
238 4.7 9587 4.657747
239 5.1 2824 4.626671
DOCAVG (MG/L)= 5.21973
DOMAVG (MG/L)= 4.7 7769
to 008
MARINA
ARE THE FOLLOWING ADEQUATELY ADDRESSED?
SEWAGE DISPOSAL: No MARINA SERVICES: Yes
OXYGEN IN BASIN: Yes CLOSURE OF SHELLFISHING WATERS: N/A
(ATTACH A MARINA USE ATTAINABILITY EVAL.)
- ? ?+?. i1V1rQ
The applicants have avoided 404 fill. However, approximately 9000 sq. ft. of coastal marsh
will be excavated as a result of the access channel construction. It appears that the access
channel could be shifted 150 ft. to the northeast and avoid approximately half of the marsh
excavation although it also appears that this alignment would result in more alterniflora impacts
than the current proposal. Vegetation along the proposed channel alignment consists main) of
Phragmites australis and Typha spp.. Although the loss 9000 sq. ft. of coastal wetlands is
considered significant, the applicants have chosen a channel alignment with the least impacts to
the more regularly flooded species.
The proposed concrete sheetpile groin and riprap toe protection will result in approximately
17000 sq. ft of fill below AU-1w. It will also create an enclosed entrance channel approximately
750 long. This channel would be 150' wide for most of its length but would be only 70' wide
at the mouth of the basin to allow for a 80' wide barge landing area It is DEM's policy to
require marinas to use siting and design features, to the maximum extent practicable, which
promotes flushing. These features include: locating m
in entrance channels by using large openings and b ?usin near b ets, minimi??g restrictions
structures, and minimizing stagnant areas by using rounded comers dslot ino bottom of solid
entrance. In order to maximize flushing in the ro P =bottoms towards
applicants consider a wooden or concrete breakwae r proposed gaps oltallorecommended tier ir la that the
is suggested that specific conditions contained in T15A: 07H .2105 would be a It
point. The use of a segmented breakwater instead of a solid good starting
groin woul
for riprap toe protection. It is also recommended that the bar
ge landind also eliminate the need
this location
into the existing spoil area to allow the entrance channel to be widened 0' be mov
By doing so the 80' constriction would be eliminated which should result in improved flushing.
Please note that the City of Southport's Wastewater Treatment plant is currently in non-
compliance with their NPDES Permit for toxicity
for additional connections to the City's sewer system limits. Until this matter is resolved, requests
this Division. Y receive unfavorable comments from
An application for a Coastal Stormwater Permit has been received and is currently under
review by this Office.
cc: Central Files
Wilmington Regional Office Files
DCM-Ed Brooks
John Parker
MEMO
DATE:
TO:
SUBJECT:
15-
104,
r ,-?Wy 1;21
? ?? / yyyJJJe ??
rG''' G
trr
From:
1HC STAT£ a
4,
f
North Carolina Department of Environment,
Health, and Natural Resources eq Printed on Recycled Pepe
u6-16-96 04;14 FM FROM B, H, I• KANNAS "0 919 X30 '395G
Mr. John Dorney
Environmental Management
Water Quality Lab.
4401 Reedy Creek Road
Raleigh, NC 27607
Dear Mr. Dorney:
Post-W Fax Note
To
Co./Dept.
Phone It
? ,j
Yc,9?M'
?O1
(r-' ?''? Ott ss 10.
7671 Date pages-
From
Co. l
Phone #
Fax #
This letter is in reference to m t-wLepnone conversation I had with
Grog Price of your staff regarding the width of the access channel
into our proposed marina at the Pfizer Tract. Mr. Price stated
that the width of 1501 at the access channel should be maintained
throughout the entire 4001 length, thus eliminating the 501 bump
out for our barge landing.
First and foremost, I would like to emphasize that this barge
landing is by far the most critical aspect of our present and
future development at Bald Head Island. As you are aware the only
means of transporting material to and from the island is oy the
barge.
During the initial land use planning for this project we had to
design an efficient means of getting the barge in and out of our
marina, in as straight of a line as possible and not restrict the
passenger boat from accessing the marina. This design allows that
to occur with loot allocated for the passenger boats and 50'
allocated for the barge.
I would like to point out that our barge is a total length of 130'
which equates to 5o, for the barge and so' long for the push boat
with a width of 321. The push boat is attached to the barge by
steel cables and is difficult to navigate. Straight lines and
large turns are the best means of navigation from the standpoint of
safety and human life. As currently proposed, access to the barge
landing is in a straight line, which in our estimation is the
safest and best means of accessing the barge landing.
With regard to water quality, we had modals done with various
scenarios as per comments back from your department. in all' cases
we have met the minimum criteria established. Furthermore, the
width at that constricting point was 751. Since that time we had
revised that width to 1000 and also incorporated four weirs to
improve the flushing in the access channel,. If there is a
regulation or technical requirement that we have not met, please
forward that information to me.
F0 Box 3069, Bald Head Island, North Camlirm 28461 • [phone] • FAX [phone]
?5-16-96 04:14 PM FROM B. R. I, P',ANN.N' "0 919 733 9959
Mr. John Dorney
May 16, 1996
Page Two
In summary, I hope I have addressed some of the design
considerations which we had to address in arriving at our Final
Land Use Plan. In our estimation we have met the technical
requirements for water quality. We have added weirs into our
design which will improve flushing into the access channel.
This has been a long and involved process and for the most part we
have incorporated the comments back from the various agencies which
has improved our plan but the redesign of the barge landing would
cause numerous access problems and safety issues and potentially
endanger human lives,
please contact me at 910-457-7339 with any questions and/or
comments.
Sincerely,
Dan Weeks, ASLA
Director of Planning
cc: .Uohn ParKer
Jim Greqson
Ken Stewart
Ken Kirkman
Rob Moul
?02
Division of Environmental
Ecological Assessment
May 14, 1996
MEMORANDUM
To:
From:
Subject
John Dorney
Greg Price
Pfizer Tract Marina
Brunswick County
Management
Group
The proposed marina design for the Pfizer Tract (DEM# 951268) raises significant
water quality concerns regarding the restricted access channel. After conferring with other
DEM staff (Jay Sauber and Jim Gregson), I recommend that the access channel be widened
from 100' to 150' (aligned with remaining channel) to ensure adequate flushing. This
widening would call for relocating the barge landing and truck turnaround and staging areas
(perhaps further north on high ground).
According to recommendations of DEM report # 90-01 (North Carolina Coastal
Marinas: Water Quality Assessment), restrictions of entrance channels should be minimized
and stagnant areas should also be minimized by using rounded corners. The corners of the
proposed basin design should also be modified to meet the latter requirement (e.g. no 90
degree corners).
The DEM staff believe that the conditions mentioned above should be required to
ensure water quality. If these conditions can not be met, the project should be denied.
State of North Carolina
Department of Environment, YA WA
Health and Natural Resources 4 e 0
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary A. Preston Howard, Jr., P.E., Director
March 15, 1996
Bald Head Island, Ltd.
c/o Dan Weeks
P.O. Box 3069
Bald Head Island, NC 28461
Dear Mr. Weeks:
DEM Project #951268, COE Project #199602657
Brunswick County
On 16 January 1996, you requested a 401 Water Quality Certification from the
Division of Environmental Management for your project (construction of ferry landing and
associated facilities) located near Pfizer in Brunswick County. We wrote to you on 31
January 1996 discussing concerns that we have regarding the design of the project and
placing it on hold until those concerns are addressed. As of today, we have not received a
response to our earlier letter. Unless we receive a response from you by I April 1996, we
will consider that you have withdrawn this application and are not interested in pursuing the
project at this time.
Please call me at 919-733-1786 if you have any questions or would like to discuss this
matter.
Sincerely,
Joh 1 R. Dorne
Y
Wa er Quality Ceztiti ation Program
cc: Wilmington DEM Regional Office
Wilmington District Corps of Engineers
Central Files
John Parker; DCM
951268.clr
Division of Environmental Management • Environmental Sciences Branch
4401 Reedy Creek Rd., Raleigh, NC 27626-0535 • Telephone [phone] • FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper

• Z ? m
March 26, 1996
Mr. John R. Parker, Jr.
DEHNR
Division of Coastal Management
P. O. Box 27687
Raleigh, NC 27611-7687
Dear Mr. Parker:
Please find enclosed a revised site plan dated February 15, 1996 and subsequent information pertaining
to the Pfizer Tract CAMA application.
First and foremost, you will find enclosed a Tidal Hydrologic Flushing Model for our proposed marina
prepared by the Land Management Group. The parameters were based on comments by EPA and DEM
utilizing the worst case scenario during a hot predawn July morning. The model was also designed for
the marina, 100' access channel and 200' long jetties extending below MHW, and secondly, the marina,
100' access channel and 400' long jetties below MHW as per our proposed plan. We had set it up this
way to address the comment pertaining to reduced jetty length expressed by the National Marine
Fisheries.
The Land Management Group has concluded the latest marina design and location is well suited to
maintain acceptable dissolved oxygen concentrations in this lower section of the Cape Fear River. In
addition, I would like to emphasize that based upon the results from the model, there is negligible
difference in dissolved oxygen between the 200' jetty and the 400' jetty. Based upon our past experience
at our current marina, our proposed jetty length of 400' meets the water quality standards, will provide
less maintenance in the long run and provide a safe and efficient access channel into the barge landing
and marina. Please note, that the access channel has been relocated to minimize the amount of
disturbance across the 404 wetlands at its narrowest point. `
With the above mentioned information and technical data, we have addressed all of the comments stated
in your letter dated February 7, 1996 from your review process which should hopefully expedite the
application.
Should you have any questions and/or comments, please contact me at 910-457-7339.
Sincerely,
Enclosure
cc: Ed Brooks, Jeff Richter, John R. Domey, Ken Stewart, Ken Kirkman, David Edwards
PO Box 3069, Bald Head Island, North Carolina 28461 9 [phone] • FAX [phone]
Daniel H. Weeks, ASLA
Director of Planning
BALD HEAD ISLAND LAND BASE
TIDAL HYDROLOGIC FLUSHING STUDY
PFIZER TRACT MARINA
SOUTHPORT, NORTH CAROLINA
FOR
DAN WEEKS
BHI PLANNING DEPARTMENT
P.O. BOY 3069
BALD HEAD ISLAND, NORTH CAROLINA 28461
BY
LAND MANAGEMENT GROUP, INC.
MARCH 18, 1996
JOB 496-111
March 18, 1996
Dan Weeks
BHI Planning Department
P.O. Box 3069
Bald Head Island, North Carolina 28461
Re: Pfizer Tract Marina - Tidal Hydrologic Flushing Study
Dear Dan:
Based on the various review agency concerns about water quality in the created high ground
basin design, we assessed future dissolved oxygen rates (DO) utilizing the accepted DEM
computer model (Report No. 90-01). The ambient water quality parameters were obtained from
ADM at their "Pfizer Station" approximately 1,600 feet to the northeast of the project.
As was requested by EPA and DEM comments, the model was run utilizing the worst case
scenario during a hot predawn July morning when water has it historically lowest DO readings.
In this case, the ambient DO used in the model was 5.7 mg/1 at 290C with a saturation DO of
7.8 mg/l. The average channel depth was 10 feet (mlw) at 100 foot width as worst case at the
narrowest point at barge landing. The marina basin was figured at an average depth of 8 feet
(mlw) for 5.5 acres of surface area. We used a 4.5 feet average tidal amplitude and a worst case
for boat activity at 0 boat hours/day. In addition the more conservative reareation constant was
used at 0.3/day which is the preferred DEM constant. Based on various studies when tidal
amplitudes are greater than 2 feet, the return flow factor is negligible and 0 was used in this
model.
Several conclusions were obtained from review of the DEM marina studies. The most important
was that sediment oxygen demand (SOD) has much greater influence on ambient DO
concentrations than biological oxygen demand (BOD) caused from boat discharges or direct
runoff. It appears that chemical reduction and bacterial respiration of organic matter in future
manna sediments create a strong demand for oxygen in the water column. This SOD rate varies
with temperature, siltation rates and resuspension/dredging of muds and silts. Luckily this site
has a relatively hard pack sandy bottom from deposition of fast moving currents which results
in little deposition of finer materials. In any case, the average SOD rate of 1.5 (grams 02/m2 per
day) was used and the accepted SOD worst case of 3 (grams 02/m2) was used.
March 18, 1996
The two segment marina-tidal amplitude model was chosen in all worst case scenarios/parameters
described above. Attached are the results of the computer calculations for 24 hours during this
hot July day. They are outlined as follows:
Test Run A
- - Ntarina with 350' x 100' Channel and 200' .Jetty Below MHW
-- -
SOD (Avg)
Worst Case DO Result = 5.70 mg]
Vest Run B Marina with 350' x 100' Channel and 200' Jetty Below MHW
SOD - 3.0 (Worst Case)
Worst Case DO Result = 5.13 mg/1
Test Run C N/farina with 550' x 100' Channel and 400' .Jetty Below MHIX
SOD - 1.5 (Avg)
71 mg/]
Worst Case DO Result = 5
.
Kest Run D Marina with 550' x 100' Channel and 400' Jetty Below _IHW
SOD - 3.0 (Worst Case)
Worst Case DO Result = 5.07 mg!l
I would have to conclude that even using the worst case conditions from the model's parameters
during the hottest month of July there should be no contravention of the ambient water DO
standards for the 400' jetty below MI-IW. This positive condition is most likely due to the
project's high tidal amplitude and large surface area to volume ratios. Since the project borders
an extremely deep shipping channel at depths to 36 feet to 40 feet (mlw) it is doubtful a. worst
case SOD condition could be achieved due to accumulation of fine organic laden silts. The
hourly barge and ferry traffic in and out of the marina basin would also help re-aerate the waters
and help to avoid stagnate conditions and low DO conditions. During the ebb tidal cycle, it
appears the marina basin should have a strong current gradient towards the shipping channel, and,
during the flood tide with predominant southwest winds, there should be a free exchange of high
salinity waters. It appears. therefore, that the latest marina redesign is well suited to maintain
acceptable dissolved oxygen concentrations in this lower stretch of the Cape Fear River. Where
is negligible difference in DO between a 200' jetty below MHW or a 400' jetty below N,IHW.
For purposes of the model we used the solid concrete jetty design with rock riprap at its toe.
Ralcl Head /slancl Gant! Rase 2
PfiZer Tract
March 18, 1996
If you need clarification or have any questions, please feel free to contact me at your
convenience.
Sincerely,
Rob Moul, MEM
Environmental Consultant
Enclosures:

4 Runs of Model
?'-
RT
ADM Salinity/DO Samples

Revised Marina Plan 3/15/96 : =

•??'r423tlIFF1? ?
f
Bald Head Island Land Base 3
Pfizer Tract
MARINA WITH 350'X I00'CHANNEL & 200' JETTY AT
WATERWARD END BELOW MHW
TEST RUN "A"
TWO SEGMENT MARINA-TIDAL AMPLITUDE METHOD
NAME OF MARINA=PFIZER TRACT MARINA
AVG CHANNEL DEPTH(FT)= 10
AVG MARINA DEPTH(FT)= 8
CHANNEL SURFACE AREA (FT**2)= 35000
MARINA SURFACE AREA (FT**2)= 239580
TIDAL AMPLITUDE(FT)= 4.5
RETURN FLOW FACTOR (DIM)= 0
SEDIMENT OXYGEN DEMAND (GM/M**2-DAY)= 1.5
AMBIENT DO (MG/L)= 5.7
SATURATION DO (MG/L)= 7.8 .?
DECAY COEFFICIENT (1/DAY)= 1
REAERATION COEFFICIENT (1/DAY)= .3
CHANNEL BOAT ACTIVITY (BOAT-HRS/DAY)= 0
MARINA BOAT ACTIVITY (BOAT-HRS/DAY)= 0
T (HRS) DOC (MG/L) DOM (MG/L)
216 5.70404 5.695035
217 5.706 5.697042
218 5.709427 5.701858
219 5.714753 5.70792
220 5.724077 5.714065
221 5.729482 5.719526
222 5.730678 5.723058
223 5.729891 5.723384
224 5.727539 5.719512
225 5.723956 5.711629
226 5.723438 5.70207
227 5.710468 5.696488
DOCAVG (MG/L)= 5.719481
DOMAVG (MG/L)= 5.709304
228 5.70404 5.695031
229 5.706 5.697038
230 5.709427 5.701855
231 5.714752 5.707918
232 5.724077 5.714062
233 5.729481 5.719523
234 5.730675 5.723055
235 5.729887 5.723381
236 5.727535 5.719508
237 5.723952 5.711624
238 5.723433 5.702066
239 5.710466 5.696485
DOCAVG (MG/L)= 5.719479
DOMAVG (MG/L)= 5.709299
MARINA WITH 3J 0'X 100'CHANNEL & 200' JETTY AT
WATERWARD END BELOW MHW
TEST RUN "B"
TWO SEGMENT MARINA-TIDAL AMPLITUDE METHOD
NAME OF MARINA=PFIZER TRACT MARINA
AVG CHANNEL DEPTH(FT)= 10
AVG MARINA DEPTH(FT)= 8
CHANNEL SURFACE AREA (FT**2)= 35000
MARINA SURFACE AREA (FT**2)= 239580
TIDAL AMPLITUDE(FT)= 4.5
RETURN FLOW FACTOR (DIM)= 0
SEDIMENT OXYGEN DEMAND (GM/M**2-DAY)= 3
AMBIENT DO (MG/L)= 5.7
SATURATION DO (MG/L)= 7.8
DECAY COEFFICIENT (1/DAY)= 1
REAERATION COEFFICIENT (1/DAY)= .3
CHANNEL BOAT ACTIVITY (BOAT-HRS/DAY)= 0
MARINA BOAT ACTIVITY (BOAT-HRS/DAY)= 0
T (HRS) DOC (MG/L) DOM (MG/L)
216 5.656882 5.064885
217 5.682508 5.134983
218 5.684695 5.184558
219 5.682729 5.205625
220 5.675631 5.198041
221 5.506615 5.189338
222 5.299201 5.177023
223 5.190911 5.158539
224 5.151837 5.131896
225 5.124016 5.097469
226 5.104732 5.059924
227 5.429291 5.030767
DOCAVG (MG/L)= 5.432426
DOMAVG (MG/L)= 5.1361
228 5.656884 5.064876
229 5.682508 5.134976
230 5.684695 5.184551
231 5.682728 5.205618
232 5.675625 5.198034
233 5.506604 5.189331
234 5.29919 5.177016
235 5.190903 5.158531
236 5.15183 5.131888
237 5.124007 5.097461
238 5.104731 5.059915
239 5.429301 5.030759
DOCAVG (MG/L)= 5.432421
DOMAVG (MG/L)= 5.136087
MARINA WITH 550'X 100'CHANNEL & 400' JETTY AT
WATERW4 R D END BELOW 1VIH W
TEST RUN "C"
TWO SEGMENT MARINA-TIDAL AMPLITUDE METHOD
NAME OF MARINA=PFIZER TRACT MARINA/JETTY
AVG CHANNEL DEPTH(FT)= 10
AVG MARINA DEPTH(FT)= 8
CHANNEL SURFACE AREA (FT**2)= 55000
MARINA SURFACE AREA (FT**2)= 239580
TIDAL AMPLITUDE(FT)= 4.5
RETURN FLOW FACTOR (DIM)= 0
SEDIMENT OXYGEN DEMAND (GM/M**2-DAY)= 1.5
AMBIENT DO (MG/L)= 5.7
SATURATION DO (MG/L)= 7.8
DECAY COEFFICIENT (1/DAY)= 1
REAERATION COEFFICIENT (1/DAY)= .3
CHANNEL BOAT ACTIVITY (BOAT-HRS/DAY)= 0
MARINA BOAT ACTIVITY (BOAT-HRS/DAY)= 0
T (HRS) DOC (MG/L) DOM (MG/L)
216 5.710492 5.700623
217 5.709485 5.702687
218 5.712526 5.707191
219 5.718151 5.713054
220 5.727433 5.719135
221 5.734395 5.724532
222 5.73784 5.728002
223 5.73806 5.728266
224 5.735822 5.724332
225 5.732493 5.716388
226 5.73187 5.70677
227 5.719759 5.701494
DOCAVG (MG/L)= 5.725701
DOMAVG (MG/L)= 5.714388
228 5.71049 5.70061
229 5.709484 5.702676
230 5.712526 5.707181
231 5.718151 5.713045
232 5.727433 5.719126
'233 5.734392 5.724523
234 5.737836 5.727992
235 5.738052 5.728256
236 5.735813 5.724323
237 5.732484 5.716379
238 5.73186 5.706761
239 5.719752 5.701485
nbCAVG (MG/L)= 5.725693
DOMAVG (MG/L)= 5.714371
MARINA WITH 550'X 100'CHANNEL & 400' JETTY AT
WATERWA R D END BELOW MH W
TEST RUN "D"
TWO SEGMENT MARINA-TIDAL AMPLITUDE METHOD
NAME OF MARINA=PFIZER TRACT MARINA/JETTY
AVG CHANNEL DEPTH(FT)= 10
AVG MARINA DEPTH(FT)= 8
CHANNEL SURFACE AREA (FT**2)= 55000
MARINA SURFACE AREA (FT**2)= 239580
TIDAL AMPLITUDE(FT)= 4.5
RETURN FLOW FACTOR (DIM)= 0
SEDIMENT OXYGEN DEMAND (GM/M**2-DAY)=
AMBIENT DO (MG/L)= 5.7
SATURATION DO (MG/L)= 7.8
DECAY COEFFICIENT (1/DAY)= 1
REAERATION COEFFICIENT (1/DAY)= .3
CHANNEL BOAT ACTIVITY (BOAT-HRS/DAY)=
MARINA BOAT ACTIVITY (BOAT-HRS/DAY)= 0
T (HRS) DOC (MG/L) DOM (MG/L)
216 5.534407 4.999212
217 5.626197 5.061766
218 5.652749 5.114146
219 5.657736 5.13837
220 5.650975 5.131626
221 5.53193 5.123755
222 5.360321 5.112259
223 5.222492 5.094584
224 5.144449 5.068741
225 5.102585 5.035103
226 5.083514 4.998339
227 5.308207 4.973883
DOCAVG (MG/L)= 5.406316
DOMAVG (MG/L)= 5.071023
228 5.534404 4.999176
229 5.626196 5.061735
230 5.652749 5.114118
231 5.657735 5.138342
232 5.650972 5.1316
233 5.531918 5.123727
234 5.3603 5.112232
235 5.222469 5.094557
236 5.144425 5.068714
237 5.102561 5.035076
238 5.083495 4.998313
239 5.308202 4.973858
3
0
DOCAVG (MG/L)= 5.406297
DOMAVG (MG/L)= 5.070979
AMBIENT SALINITY/DO IN RIVER
s?s ADM
ARCHER DANIELS MI'?i??N CQhiPANY P.C. SOX 10&0 EAST MC-OR= ST. EXT =NSICN
FOOD AOOITIVES DIVIS40N TEL. 910r457-5011
ARCHER DANIELS MIDLAND COMPANY
P. 0. BOX 10640
SOUTHPORT, N.C. 28461
FACSIMILE COVER SHEET
TO: Z0'5 IMO U L.
CUSTCMER FAX NUMBER:
W RE SENDING YGL '" H:S _ AG-
_. ERE RE INY p?CB_?i`S
AT SOUTHPORT, N.C. r9za;
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LEAS-- C^'47ACT
EXT.
SCUTHPOfRT, NC 28461
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Table 2-5. Saturation Values of Dissolved Oxygen in Water Exposed to
Water-Saturated Air Containing 70.90 Per cent Oxygen Under a
Pressure of 760 mm of Mercury'
Chloride Concentratioa
in Water n19A Diflerenq
per 104 mg
j 0 i 5t)4}t) 10,000
Temperature Chiride Vapor

in, C Temperature Pressure
Dissolved Oxygen MI ? in 'C mm
0 11.6 j 13.3 i 13.0 I 0.017 i 0 5
I i I».2 f 13., 13.6 0.0(6 1 <
i3.3 13.1 13.3 i 0.015 j
13.5 12.7 17.0 j 0.015 3 6
13.1 I'_.4 11.7 0.014
5
5
12.3 j 111 ` 11.4 '
I 0.011
I S

I
6
I 7
,12 1 11.5 !0.9 i 0.0!3 ? 3
0.013 8
11.6 11.0 10., i 0.012 9 9
10 1'.3 j 10.J 10.1 0.012 10 9
io.5 9.9 3.01! i t 0
!= '0.8 i113 9.7 0.011 12 i i
13 10.6 10.1 { 9.5 0.011 13 ;•l
14
i0.4 i 9.9 i 9.3 i
0.010

14
S ;0.2 9.7 9.1 I
I I 0.010 i5 I 13
I
h !0.0 9.5 9.0 ;
0.010

5 I
9.7 9.3 i 3.8 0.010 l5
9.5 9. 1 8.6 0.009 1,3
.6
9 9._; 8.9 3.S I C09 ; 9 ! -
20 9.2 8.7 3.3 0. J9 10 18
'! 9.0 8.6 8.1 j 0.049 9
3.9 I 8.i i 8.0 0.008
20
8.7 8.3 j 7.9 O.C08 , 23 2!
24 8.5 3.l 7.7 0.008 .4
25 8.4 3.0 7.6 0.008
j 2S I 24
26 31 7.8
I 7.4 0. C08 26 25
8.1 7.7 7.3 { 0.008 27 27
28 7.9 7.5 1 7.1 1 0.008 23 28
7.8 I 7.4 1 Z 0 0.008 {
9
30
30 7.6 f 7.3 6.9 0.008. ( 30 { 32
Saturation at barometric pressures other than 760 mm (29.92 in.), C; is related to the correst:ond-
ing tabulated values, C„ by the equation:
C:=0,7660P-P
-
v
where C; = solubility at barometric pressure P and given
temperature
, milligrams per l
iter
C, = saturation at given temperature from table, mi lligrams per Hier
P= barometric pressure, millimeters
p = pressure of saturated water vapor at temperature of the water selected
from table, millimeters
Sttucture 2
CreehOU.e
Service Entry and Exit -
7-nployce and Contractor
?a r King
East only --'
men:or
mei
4
S
antr
oniyf
tz.
??t ?LLprt;.1n'l
7 ?
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V.C. siA i'c HIGHWAY
CCMMISSICN
FERRY SLIP
' wr urtn ^.w,w7
75' A.E.C.
i ;,
i
Mean High Water surveyed
aug. 1995 by Brunswick.
Surveying
Administrative offices,
Warehouse and Receiving
Existing Spoil Basin Area
Structure 3
."Anne .'NUme,urrs 6" If
Marine Maintenance
I acre
Contractor waiting and loading
Structure 4
ao ee .w w- f< 7
1-11.3 6400 If
9argc Landing and Staging sres
Barge Landing
i oncrctc bulkhead
Access Cannel to ;Marina SO' wide aLows
for both passenger ferry boats and barge
Structure 6
;,-,r,d WndtM--g„r, iooood
»orm„W p,o.rded b -y an,m k A„+e 121"
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PLANNING
AN
T
DEPARTMENTI
BHI PUNNING DEPT.;
P 0. 3OX 3069
BA1.2 HEAD fSL.AND. NC 264611
[phone]
Descrlouon

Revised February 15, 1996
October 16, 1995
LAND USE PLAN
P F I Z E R T R A CT
SOUTHFC,gT, NORTH C4ROL/NA
Prepared by: Bald Head Island Planning Department
SITE PLAN.
Scale:
1" = zoo'
Drawn Date:
By: 13 OCT 95
North
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PROP05ED
MARINA
1 NOV-? 7 1
Ap
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North Carolina
Coastal Marinas:
Water Quality Assessment
January 1990 Report No. 90 - 01
V.C. Department of Environment, Health, and Natural Resources
Division of Environmental Management

' State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Coastal Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
Roger N. Schecter, Director
February 7, 1996
Bald Head Island, Limited
c/o Dan Weeks FEB 13 1996
P.O. Box 3069
- - Bald Head Island, NC 28461
Dear Mr. Weeks:
" 71:,OA
[D F= F=1
This letter is with reference to your application for permits under the Coastal Area Management Act and
the State Dredge and Fill law to develop a marina and operations complex on the Cape Fear River, adjacent
Price's Creek in Brunswick County. A joint state/federal review has moved into an extended review period, as
of January 29, and this letter will formally notify you of that extension. More importantly, it is necessary that
the project review be placed in abeyance as of the date on this letter due to information requested by the Division
of Environmental Management (DEM) in its letter of January 31. This action is taken pursuant to 7J.0204 (d)
of the Rules of Coastal Resources Commission.
In addition to the request of the DEM, I want to take this opportunity to relate to you other comments
submitted to date from the state and federal review group. First, our file contains a comment from the National
Marine Fisheries Service in which that agency recommends relocating the basin entrance approximately 150 feet
to the northeast and reducing the length of the proposed jetties to approximately 200 feet. Staff of this Division,
likewise, have similar recommendations. The Wildlife Resources Commission has submitted several management
type recommendations, all or a part of which would be considered as permit conditions (see attached).
In addition to the various environmental concerns, it is recommended that you continue to cooperate with
the Division of Archives and History concerning the archaeological survey and any work remaining to be done.
It would be beneficial to reach a resolution of that issue prior to the action date for your CAMA application.
Should you have any questions on this matter, do not hesitate to contact me.
Very sincerely,
Jo . Parker, Jr.
Major Permits Processing Coordinator
cc: Ed Brooks
DCM-Wilmington
Ken Stewart
Bald Head Island
Enclosure
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper
VlCI.LIRC. , Hi=F , FHLLS LHf;E TEL : 91'9-528-9< 79
Frh 0; 96 9:00 P1n.001 F.02
LZ Forth Carolina Wildlife Resources Commission`
512 N. Salisbury Street, Raleigh, North Carolina 27604-1188, 919-733-3391
Charles R. Fullwood, Executive Director
MEMORANDUM
TO: John Parker, Jr.
Major Permits Processing
FROM: Bennett Wynne
Habitat Conservation Program
DATE: January 15, 1996
SUBJECT: LAMA/Dredge and Fill Permit Application for Bald
Head Island, Ltd./Pfizer Tract, south side of Hwy
211 adjacent to the Ft. Fisher Ferry Terminal,
near Southport, Brunswick County, North Carolina.
The Wildlife Resources Commission has reviewed the
project for impacts to wildlife and fishery resources. A
site visit was made on January 5, 1996. Our comments are
provided in accordance with provisions of the Fish and
Wildlife Coordination Act (48 Stat. 401, as amended; 16
U.S.G. 661 et. seq.) and the Coastal Area Management Act
(G.$. 113A-100 through 113A-128).
The applicant proposes to develop a marina, ferry
landing and operations complex on a tract of approximately
100 acres adjacent to the Cape Fear River near Southport.
The complex is to replace Bald Head island's existing
facility at Indigo Plantation in Southport. A 4.5 acre
marina is to be excavated from highground and connected to
the river by a 150 ft. wide by 750 ft. long access channel,
Access channel bulkheads are to have low profiles allowing
overflow of water where the channel cuts through wetlands.
Jetties would extend about 420 ft. from the mouth of the
access channel into the open water of the river. A
pedestrian bridge is planned to cross wetlands and connect
the marina to residential areas. In addition to various
buildings, a 22 acre general parking lot, 4.7 acre service

P1CWRC, HCP , FALL LRKE TEL : [phone]
Feb O I ° -t: 9 :00 No .001 P .03
parking lot, 3 acre administrative/warehouse site, and 1
acre marine maintenance site would be constructed. The
remaining acreage is to be developed at a later date. The
property is mostly wooded with a mixture of hardwoods and
pine. Coastal wetlands form a border along the river 200
ft. to 400 ft. in width. Based on project workplats,
coastal wetlands transition to 404 wetlands landward of the
river. Isolated pockets of 404 wetlands also occur on the
site. Area waters are classified SC, SC Sw, and are closed
to shellfishing.
----The-applicant appears to have accommodated wetlands in
designing the project and has avoided a number of potential
adverse impacts. Still, approximately 1.0 acre of wetlands
would be excavated for the access channel. The channel
would also impact 1.8 acres of shallow water habitat.
Erosion during construction and stormwater runoff from
impervious surfaces may degrade area water quality.
Extensive use of septic tanks and fuel or waste spillage at
the marine maintenance site could also contribute to water
quality decline. Dredging the earthen plug separating the
marina basin from the river would elevate turbidity and
could induce mortality of estuarine organisms if done during
a period of peak biological activity. The pedestrian bridge
would shade an unspecified quantity of wetlands. Jetties
associated with the access channel may be a hazard to night
navigation. Finally, future development stimulated by the
project would be expected to produce cumulative impacts to
wetlands and water quality. Based on these concerns, we
make the following recommendations:
1. Implement approved erosion control and stormwater
management plans. This should include maintenance of a
50 ft. wide natural vegetation buffer between
development and wetlands.
2. Provide fuel and waste spillage protection around
the 1 acre marine maintenance site to protect surface
waters in the event of a spill.
3. Avoid excavating the earthen plug between the marina
basin and river from April 1 to September 30, a period
of peak biological activity.
4. Limit the pedestrian bridge to a width of 6 ft. and
elevate decking a minimum of 4 ft. off the marsh floor
to minimize effects of shading.
5. Place lights at the ends of the jetties to enhance
night visibility.
Thank you for the opportunity to comment on this
project. If you need to discuss these comments or need
additional assistance, please call me at [phone].

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
Bald Head Island, Ltd.
c/o Dan Weeks
P.O. Box 3069
Bald Head Island, NC 28461
Project #951268
Brunswick County
Dear Mr. Weeks:
E:> F= F1
January 31, 1995
The Division of Environmental Management, Water Quality Section has reviewed your plans for the
dredging of 9,000 square feet of wetlands and 110,400 square feet of water located at Pfizer tract near NC
211 in Brunswick county for construction of a ferry landing and associated facilities. Based on this
review, we have water quality concerns based on the design of the project.. These concerns are that
flushing in the basin (as presently designed) will be impaired and result in violations of water quality
standards. Furthermore, insufficient evidence is present in our files to conclude that your project must be
built as planned in waters and/or wetlands. Therefore, we are moving toward denial of your 401
Certification as required by 1,5A NCAC 213.0109. Until we receive additional information, we are
requesting (by copy of this letter) that die kC. Division of Coastal Management place your project on
administrative hold.
Please provide us with information supporting your position that your project must be constructed as
plamied and that you have no practicable alternative to placing fill in these waters and/or wetlands.
Specifically can you constnlct your basin by (1) moving the barge loading area toward the spoil area to
remove the constriction in the entrance channel and (2) constructing a wooden or concrete breakwater
with gaps (rather than jetties) to allow water circulation as well. Any documentation such as maps and
narrative that you can supply to address alternative designs for your project may be helpful in our review
of your 401 Certification. Please respond within two weeks of the date of this letter by sending a copy of
this information to me and one copy to Mr. Jim Gregson at the Wilmington Regional Office at 127
Cardinal Drive, Ext., Wilmington, NC 28405-3845. I can be reached at 919-733-1786 if you have any
questions.
cc: Wilmington DEM Regional Office
Wilmington Office Corps of Engineers
Central Files
John Parker; DCM
Sincerely,
C-
J n R. orney
ater Quality Certif ation Program
951268.nty
Enviro. Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer • 50% recycled/10% post consumer paper
rlealTn anu IMMUrai riesources
`' ilmington Regional Office
Division of Coastal Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
Roger N. Schecter, Director
Bald Head Island, Limited
c/o Dan Weeks
P. O. Box 3069
Bald Head Island, NC 28461
Dear Mr. Weeks:
57AOAX?J* FA -V
?EHNF?
December 8, 1995
The Division of Coastal Management hereby acknowledges receipt of your application for State approval
for development of the "Pfizer Tract" property located off NC Hwy 211, near Southport, adjacent to the Cape
Fear River, in Brunswick County. It was received on November 15, 1995 , and appears to be adequate for
processing at this time. The projected deadline for making a decision is January 29, 1996. An additional 75-day
review period is provided by law when such time is necessary to complete the review. If you have not been
notified of a final action by the initial deadline stated above, you should consider the review period extended.
Under those circumstances, this letter will serve as your notice of an extended review. However, an additional
letter will be provided on or about the 75th day.
NCGS 113A-119(b) requires that Notice of an application be posted at the location of the proposed
development. Enclosed you will find a "Notice of Permit Filing" postcard which must be posted at the property
of your proposed development. You should post this notice at a conspicuous point along your property where
it can be observed from a public road. Some examples would be: Nailing the notice card to a telephone pole or
tree along the road right-of-way fronting your property; or at a point along the road right-of-way where a private
road would lead one into your property. Failure to post this notice could result in an incomplete application.
A field report has been prepared and is in the process of being circulated to the various state and federal
review agencies for their comments. If additional information is required based on this review, the agencies may
contact you directly. /-
S

E. F. BrtokA
Field Representative III
Enclosure
cc: John Parker
Bob Stroud
Wayne Strickland, Southport LPO
Becky King, Brunswick Co. LPO
Michael Hosey, COE
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer
AO
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Bald Head Island, Ltd./Pfizer tract
2. LOCATION OF PROJECT SITE: south side of NC Hwy 211 (Ferry Rd.) and the Prices
Creek Southport/Ft. Fisher Ferry terminal, adjacent to the Cape Fear River, just east of the
Southport City limits, in Brunswick Co.
Photo Index - 1989: 183-16, N-X, 1-14 .1184: 10-103, B-L, 9-24
State Plane Coordinates - X: 2304200 Y: 57400
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 11/28/95
Was Applicant Present - YES
5. PROCESSING PROCEDURE: Application Received - 11-15-95
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Brunswick Co. and Southport
Land Classification From LUP - Bruns. Co. - Urban Transition
Southport - Transition residential and Developed Industrial
(B) AEC(s) Involved: EW,PT,CW,ES
(C) Water Dependent: yes
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing - None
Planned - Either City of Southport or Subsurface
septic systems.
(F) Type of Structures: Existing - Diked spoils disposal area
Planned -
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Veg. Wetlands-Low coastal marsh 9000 sq.ft.
High coastall404 type marsh
(B) Non-Vegetated Wetlands 33000 sq.ft.
Shallow bottom/Public trust 77400 sq. ft.
(C) Other 60-plus acres
Highsround disturbed
(D) Total Area Disturbed: approx. 60 acres
(E) Primary Nursen• Area: NO
(F) Water Classification: SC Open: CLOSED
S. PROJECT SLIL?IARYThe applicants propose to develop a marina and operations complex
to sere ice Bald Head Island. The facility would include rwo passenger ferry landings, barge
Dam menu isiana, i.ta.irtizer iract
Page 2
9. PROJECT DESCRIPTION
The project area is located on the northeastern edge of Southport's city limits, on the south side of NC
Hwy. 211 and the Prices Creek, Southport-Fort Fisher ferry terminal, in Brunswick County. The 172
acre tract's eastern boundary is adjacent to the northeast Cape Fear River. There is an unimproved road
which bisects the property from NC Hwy. 211 to a landing on the river, which is currently leased to
Bald Head Island for loading and unloading of a barge to transport equipment and vehicles to the island.
This area of the river's shoreline has historically been used for water access, and has been known as
"Deep Water Point" since the early eighteenth century. It includes several documented archeological
sites. The tract is densely wooded with mixed hardwoods, mature live oaks, and pine. The terrain is
relatively flat to sloping, with elevations between 18 and 26 feet MSL, creating bluff-like uplands where
elevations sharply drop to 5 to 7 feet MSL to a wetland plateau adjacent to the river. This coastal
wetland border varies in width from 200 to 400 feet, and includes Giant Cordgrass S artina
cvnosuroides), Salt Meadow Grass (Spartina patens), Saw Grass (Cladium jamaicense), Spike Grass
(Distichlas spicata), and Cat-tails (Tvpha spp.). Along the tract's southeastern shoreline, there is a
discontinuous border of Smooth Cordgrass (Soartina alterniflora) at the water edge. The tract's
northeastern shoreline consists of an existing diked spoils disposal area (1600 ft. X 300 ft.), which is
used by the NC Division of Ferries, for maintenance of the Price's Creek ferry channel. The Smooth
Cordgrass border waterward of this spoil area is more continuous, varying from 40 to 60 feet in width,
as it continues around the point into Price's Creek. As is typical in coastal river floodplains, the wetland
plateau includes numerous small islands and hummocks which exhibit woody vegetation. Trees and
shrubs observed include; pine. red cedar. wax myrtle. yaupon. marsh-elder (Iva frutescen) and
groundsel-bush (Baccharris halimifolia). There is a wetland drainage feature, Betsy's Branch, that
bisects the western side of the property and empties into the river. The upper reaches of this natural
drainage way consist of Gum/Maple wooded swamp, which transition into coastal wetlands, primarily
Cat-tails, Saw grass, and Giant Cord-grass. as it reaches the flood plain of the river. There are three
other wetland pockets on the northern perimeter of the tract. Aerial photography indicates that they were
originally connected to Price's Creek, but became isolated during the construction of the road.
The NC Division of Environmental Nfanagement classifies the adjacent surface waters, as follows:
Price's Creek - SC Sw, Cape Fear River - SC, both are CLOSED to the harvest of shellfish. These
waters are not designated as Primary Nurser-,• Areas by the NC Division of Marine Fisheries. The Cape
Fear River is approximately 3000 feet wide in the project area. The near edge of the 400 ft. wide
shipping channel which serves Sunny Point Military Ocean Terminal and the NC State Ports at
Wilmington, is approximately 900 feet offshore.
The applicants propose to develop a marina and operations complex to service Bald Head Island. The
facility would include two passenger ferry landings. barge landing. marine maintenance building, office
and storage space, and parking. The facilirv would replace the existing barge landing on this property,
as well as. the current use of the Indigo Plantation lfarina as a passenger ferry terminal for Bald Head
Island. A 4.5 acre, upland basin would be excavated from highground adjacent to the Cape Fear River.
The basin would be 700 feet long. 300 feet vide. and 8 feet in depth. The basin would include three
fixed docking platforms: the main passenger ferry dock (110 ft. long X 28 ft. wide), the
emplovee/contractor ferrv dock (80 rt. long X 20 ft. wide). and a fuel dock (210 ft. long X 10 ft. wide).
The sides of the basin mould be stabilized by a . inyl bulkhead. An access channel in the northeast
corner of the basin would connect to the rig. er. The channel should be 750 feet long, 150 feet wide, and
Department of Environment,
Health and Natural Resources
Alilmington Regional Office
Division of Coastal Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
Roger N. Schecter, Director
I.+ r -
p 4r
December 8, 1995
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Mr. A. Preston Howard, P.E., Director
Division of Environmental Management
John R. Parker
Major Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application Review
Bald Head Island, Ltd. /Pfizer Tract
Project Location: South side of NC Hwy 211 (Ferry Rd) and the Price's Creek Southport/Ft. Fisher
Ferry terminal, adj to the Cape Fear River, just east of the Southport City limits
in Brunswick Co.
Proposed Project: To develop a marif a and operations complex to service Bald Head Island. The
faciI4 would indlude two passenger ferry landings, barge landing, ,marine
maintenance building, office and storage space, and parking.
Please indicate below your agency's position or viewpoint on the proposed project and return this form
by January 3, 1996. If you have any questions regarding the proposed project, please contact Ed
Brooks at extension 247. When appropriate, in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED /J" DATE
127 Cardinal Drive Extension, wlmin on, N.C. 28405-3845 • Telephone [phone]
An Equal Opportunity Affirmative Action Employer
• Fax [phone]
ald Head Island Ltd./Pfizer Tract
Page 3
10 feet in depth. From the river, the north half of the channel would terminate at a barge landing. The
remaining 150 feet of channel into the marina basin would be 75 feet wide. The sides of the entrance
channel would be stabilized by a sheet pile concrete bulkhead, which would become jetties extending
approximately 420 feet into the open water area of the river. The applicants propose to armor both sides
of the jetties with limestone riprap, and a dolphin waterward of the end of each jetty. In the area where
the access channel cuts through the wetland plateau, the top elevation of the concrete sheet piling
bulkhead would be lowered to allow the through flow of water to adjacent vegetated wetlands (See
drawings pgs. 4 & 11 of 13).
Support facilities for the operations center, constructed on highground would include: an information
center (6400 s.f.); a 22 acre parking lot for resort visitors and residents; 10,000 s.f. passenger ferry
landing and associated luggage and staging area; a 10,000 s.f. passenger waiting area building; a 4.7
acre parking lot for employees and contractors; a 3 acre site consisting of an administrative office and
warehouse complex; a 1 acre marine maintenance site to include a repair shop/office building, parking,
storage, fuel facilities, and a marine wastewater pump-out station; and the barge landing staging area
which would facilitate the loading/unloading of the equipment and vehicle transport barge. The
remaining 70.5 acres of the property (Parcels B & E) would not be disturbed at this time, but reserved
for future development.
10. ANTICIPATED EMPACTS
The proposed project would convert 4.5 acres of highground into an upland basin connected to estaurine
waters. Excavation of the entrance channel would consume approximately 9000 sq. ft. of regularly
flooded coastal wetlands and 33000 sq. ft. high marsh coastal wetlands and "404 type" wetlands.
Channel construction would disturb 77,400 sq. ft. of shallow bottom habitat, and incorporate the same
area of public trust waters. The channel jetties would protrude approximately 400 feet into navigable
waters of the Cape Fear River, and may contribute to shoreline erosion on either side of the channel,
depending on the direction of the tide. Associated highground construction would develop approximately
half of the upland acreage, and create 53 acres of impervious coverage. There are approximately 70
acres of highground reserved for future development, which might potentially include, but not limited
to, low or high density residential, commercial, or industrial development. Changes or additions of boat
slips in the marina basin would also be anticipated to accompany future development, as well as,
expansions of the Indigo Plantation marina, once the ferry operation is relocated. The project would
provide a permanent facility to serve Bald Head Island's unique transportation needs.
Submitted by: E. F. Brooks Date: 12/7/95 Office: Wilmington
A?-
irm DCM-NT-1
APPLICATION
(To be completed by all applicants)
APPLICAi T
Landowner:
Name Pf_zer, Inc.
Address 235 E. 42nd Street
City New York
10017 Dav
Fax [phone]
Authorized Agent:
Phone [phone]
`DESCRIPTION ArND PLANNED USE
QF PROPOSED PROJECT
J ,Q o
tiame Bald Head Island, L_mi teq ?ViS{ON List all development activities you propose (e.g.
,;,SAS .AL MANAGEMtuoding a home, motel, marina, bulkhead, pier, and
excavation and/or tilling activities.
Address P. 0. Sox 3069 Ooerations complex for Bald Head
Island, Limited which will contair
marina for oassencer ferrv andbarc
City Bald Head Island State NC marine maintenance racilityparkinc
offices,
L Day Phone [phone]'301
?a
Fax 910--'57-7463
. Project name (if any) P_, z Tr-=C':
NOTE. permit will be issued in name of L-downer(s), and/or
pmjee name.
.. LOCATION OF PROPOSED
PROJECT
County Brunswick
b. Cistyo tthpo? No or landmark
c. Street address or secondary road number
S.R. 1540
State NY
d. Is proposed work within city limits or planning
jurisdiction? X Yes No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Cane Fear River
b. Is the proposed activity maintenance of an existing
project, new work, or both? New work
c. Will the project be for public, private or commercial
use? Private
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed, please attach
additional pages Land based operation fo_
access to and from Bald Headlslanc
for residents, resort guests,
employees & contractors. e marine
will be dredged with spoil being
disposed of on site. Road beds,
parking areas-will be constructed
with heavv eQuioment with detailec
construction by a general contract
Form DCl1-'y[P-1
4. LAIND AND WATER
CHARACTERISTICS
a. Size of entire tract 171.8 AC
b. Size of individual lot(s) N/A
c. Aporoximate elevation of tract above N HW or
NWL.yaries from 7 MSL to 26 MSL

m. Describe existing wastewater treatment facilities.
Existing into the Citv of
Southoort.
n. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary i
wastewater, industrial/commercial effluent, "wash
down".and residential discharges.) ;
Surfact runoff.
d. Soil type(s) and texture(s) of tract " 77 -^ eery existing drinking water supply source.
wandc, Lakeland, r oreston an -_ J f Southport .
-f y ?-
"eon/ Lvnnhaven 1`1 I I 1
e. V -etation on tract Mixed hardwoods a?
J NOV 1 1a??
Jine with unalsouroea live oaxs
O'l alte, IViSION OF
? .e?
, - -•
A
t. `tan--nade features now on tract Exist%?PSTAL fVlAiv ?E,
3a id°ad Island construction 5. ADDITIONAL INrORM.kTIOiV
:,arse landing and old dirt roads.
;. W at is the CAMA Land Use Plan land
c:assirication of the site? (C.a,uult :ite toot land :tee plat:.) In addition to the completed application form, the
Municipal and Urban Transitional following items must be submitted:
Conservation Transitional
Developed Community • A COPY of the decd (with state application only) or
Rural _X Other other instrument under which the applicant claims title
TR Transitional Res. DI Devel. Industrial
h. How is the tract zoned by local government?
-?-1 _-(3 T-1
i. Is the proposed project consistent with the applicable
zoning? X Yes No
Zoning comauance cernji=e, ij®pli=ble)
w? l1 r ec :i re conditional use permit
j. Has a professional archaeological assessment been
done for the tract? X Yes No
If yes, by whom? Thomas Hargrove
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes X No
1. Are there wetlands on the site? X Yes No
Coastal (marsh) Other X
If yes, has a delineation been conducted? Yes
(Anacn docimen"don, if avadab4)
to the affected properties. If the applicant is not
claiming to be the owner of said property, then
forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
from the owner to car7r out the project.
• An accurate, dated wort: plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 112" by 11" white paper. (Refer to
Coastal Resources Commission Rule 71.0203 for a
detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are actable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
Engineers regarding that agency's use of larger
drawings.) A site or location map is a part of plat
requirements and it must be sufficiently detailed to
guide agency personnel unfamiliar with the area to the
DCIhi-1Y-1
440 T

0
y
T
U
•? c-l
J'
:
i
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
A Stormwater Certification, if one is necessary.
A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
have received a copy of the application and plats
by certified mail. Such landowners must be advised
that they have 30 days in which to submit comments
on the proposed project. to the Division of Coastal
Management. Upon signing this forth, the applicant
;,:..,her ce...ivies that such notice has been provided.
N a.me J a.T.es Har:,,er
Address P. 0. Sox 10548 S0',=oor- , NC 28461
phone
ti -ne Da H re son
z?v i nl nn
?hone ° -'0-45;-6215
6. CERTIFICATION AND PEPUM SSIOI,
TO ENTER ON LAND
I understand that any permit issued in response to thi:
application will allow only the development described it
the application. The project will be subject to condition:
and restrictions contained in the permit.
I certify that to the best of my knowledge, the proposes
activity complies with the State of North Carolina':
approved Coastal Management Program and will bt
conducted in a moaner consistent with such program.
I certify that I am authorized to grant, and do in fact
grant permission to representatives of state and fedem
review agencies to enter on the aforementioned lands in
connection with evaluating information reiat--4 to thi
permit application and follow-up monitoring of th
project.
I further, ccertify that the information provided in thi
Via.-ne ?- =r Da.^; ?1= ?'`°"' - application is truthful to the best of my knowledge.
•
A=eSS
?hone - rl1'' l I I
This i 'the 16th day of Oct - - 19 °
A list of previous sate or fe-de_raI pe:lni isued for ?(??l
:Work on the proi--= mart. Inc:ude pe=lt numb?QV 1,5 ' tit Name
pe:.aitt°w, and issuing dates. DIVISION c; (=
COASTAL N1A.NA?§
Landowner or Audwri:ed Agew
• A checc for SZ30 made payable to the Dw=ent of
Cnvi:o=eat, Health, and Naxral Resources
(D :iN,R) to cover the costs of processing the
appiication.
• A signed AEC hazard notice for projacrs in
ocraafront and inlet ar°eas.
• A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public lands, armch a statement
documenting compliance with the North Carolina
=avironmental Policy Act.
Please indicate arachments pertaining to your propose
project.
x DCM MP-2 Excavation and Fill Information
, Y DCM MP-3 Upland Development
x DCM MP-4 Structures Information
DCM MP-5 Bridges and Culverts
x DCM MP-6 Marina Development
NOTE: Please sign and date each aaachment in rt
space provided ar the bottom of each form.
44?
J
Hra V ? 19 -'
i1D FILL !
L , u F
idal? and culve:-ts) COASTAL MANAGEMENT
form to Joint Application for CAMA Major
,. 1)Cyf-MP-1. Be sure m complete all
ons of the Joint Application tat :elate to =IS
)ro i ec:.
)eiow ;he purpose of proposed exc:1vat1en or
;-s. Ail values to be alive,, in Pew.
'd
1. EXCAVATION
a. :Gunz of TaLerial to be excavates from below
ar YW-L in cubic var-?s ? 3 , 000 0 ?
S and
b. Tyve or (;.aL
Ayerm-ge F.rai
Ezz?stiag P-vje-.
I?th Width Depth Depth
; 30' 130' -3
c. Does the area to be exccvat'? i.^.- cde a-,?
wetlands (marsh,), subrner; acu=t_= ve-=[Ion
(SAVs) or other wet.' ..ds^ X Yes No
2 8
d. Hi.^alround exczvaticn in _cbic yares 0 , 0 0 0
c vcs
2. DISPOSAL OF EXCAVATED
NIATERLkL
a. Location of disposal ar
Existing spoil basin site.
b. Ditnersions of disposal are_, 1- 6 0 0' x 3 0 0'
s••c:er

M ::..
_?.ion)
c. Do you claim title to disposai area?
X Yes _ No
If no, at-.ach a les:er ;ranti= oermission from the
owner.
d. WU1 a disposal area be available for future
maintenance? X Yes No
If yes, where? Same Location
Form DCM-tile-2
e. Does ?e disposal area include anv coastal wetlands
(marsa), SAVS or other wetlands?
Yes X No
f. Does one disposal include any area in the water?
Yes X No
*J61
If Yes,
(I) Amount of material to be places in
water
(2) Dimensions of fill area
(3) Purpose of till materi ?. SnOR.FLLNE ST_A,BZLIZATION b. (mlarsh ,l S vs orl othe,?wae•±andn? coastal wedar
j 7 Yes X No
.'.. 1;rVe Cf S::OCeiine StaDlli:atIOII I'?I ,i I h?
(il)! 'Di--ensiorz of till area
3uikhaad X Riprap NOV 17 1995
, O (-) a1,-pose of :;i1
T `,' ^ I'+1
DIVISIO,? OF
s- LF ( Bulkhead ) ,-
18 00 LF Rip Rap L MANAGEMEN I
y?e - s,.::ce waterward of MHW or ti
200
M :::.-_... distr..ce water-,ward of 1?ir:W or \-'w? S. GEC-Ea.L gnn
S ,-e:.: e erasion Burin; ?recce: 1Z
ror,s
?o information given at this tjM,.
:.ra1r_. ,tar-rte: ?rtj
:ik':Zad or rap .:iater:al C- _ - -
and PT%C _ -
-... :0 be piaC?4
below
--"c 285 cub
is Yards
7'77 e it ?? cand & .. ^k
.1t... I.i?j
Scut ce :: ii ::.aterial ^ ? -
OT'zaR FILL ACTIti=S
(F--C'Udin; Shoreline Stabiii=tion)
V"':i? 'iI aterial be brcu;h::o si.
Yes Y No
a. How will e°cavatd or zil c:.ater:al be kept on sit:
and erasion cont:011ad? Disoosed into
ecis-Ina sooil basin site
b. What . pelof coas4.lc::an equipme..t will be :,C,
(for exam-Ole, drag line, bac:,:.oe, or hvdruiic
0redce, bac :hoe and bu_ l_dozer
c. Will wetlands be c-.: ;sad in =nsoorring agsior.:e^t
to proje-. site? ____ Yes X
No
If yes, explain steps d3at will be taken to lessan
environmental irmac-S.
Pf' - Tract
Signature 3a;a Head is land
Direc7or P?9 ^.-ng
- Dace -
:M :YIP-3
77
UPLAND
1 J,
I ,J -I-
U)
DEVELOPM[ENT `NOV 15 1995
((:onstruction and/or land disturbing activities) DIVISION OF
OASTAL MANAGEMENT
to join-, .4;piic anon for CAINLk ?vfaicr
DCM-'YT-I. Be sure to cc`ie.e all
. ... 1 VL.Il W?
se= :ors of the joint .?ppiic:ien .~.at :elate :C -t-is

ra...:uniz Or
_. rac
:...Ce; lots or aeis No res i dential
develooment proposed at this time.
a
of -e- to beCr cac::ow
= V
:: ?ro7CS.,; 'r,1°= wlli C:r :? ^Cre .r _. Cne
DIV:S;C-n Or L?: RrS:,L:'0_°.f _•:St
Z:_2 Z .:=." the
v.vsl0u S?.^r...--.Gn _=OI J1a.:.:
eZl-=
.
...... 3^ ? ,.-?,s bef?^re ?__
.. a..?l.r.:t l' zzz a se^..We...._.CLi and er- Cn
r,•??ol of :.. been s",;_&_::- to ' e Dig:s:0z 10-_ .ti
-Yes No
::°?, Gaze su:,Wir Will s•??m_- p an
srLor to development.
...s-, the =atezizls (sue : as =a-l, paver S'Zzze,
Z=_ --t, or con- eta) to be use for pav° =
=e , as- -
dive the percen:_ge of the cam wi, :r. 15 fee: Gf
?C= %orN-w, or,,i•!:ri5,5in'`'e"se of
Resource Water, to be cove:---,; by
and: or built •r fac= as
buildings, roo tops, or to be user' :cr
that require a CAMA Major DevelopWenr
pe=Zit may also r°e-quire a Stormwater C'er::n=Or1.
Has a site deveiopment plan been subrnkr',e to the
hi a °ment
DivsiGn Of for -eview"
_aVl.rt:r_^..en'.ai an ?-
X Yes No
er 16
If ves, date subrni:t°dd Oc:ob
i. Describe orooose'd method Of sewag° di50. OS 1.
S?^L_C :=-K w;-_ ground a`cor-"tic
C CCnn-2,Z- Or tC C' -"% Of S-'.);lthJOr-
j. have the facilities des= ibed in Itern i. above
r°..: clued state or (peal approvall c
(A .:c: ??ropr?•e ?crnr:•.r..tars)
k. Describe location and r,,oe of proposes discs tc
wavers Of the St:.:e (for ex=pie, su=ace t-,:noff,
°t„G:er Ind•.:s...rl/c.,l..,...r. ...r....
San .wash down' and residen:iai disch ;°s).
C' -aCe r•':1O=- nzo crass sw=
bas_n ancretention
I. Des ibe proposed drinking ware: supoiv scurce
(e Q well, co=unity, public Svstem, etc.)
Comztun 7-i , well and nubl c
m. Will water be impounded? Yes X No
If yes, how many aces?
a. If the proje= is a ocea=n development, when
was the lot(s) plated and recorded? NA
P= J Z e=- Tr act
o ar'?e? ame
n?(/?) aeac Ls lane
s' Director of Plann-ng
October 16, 1905
Dace
,lt-i11P 4 S RUC URES T "T `"? NOV 15 1995
(Construction within Public Trust Areas) DIVISION OF
COASTAL hiANAGEMEiJT
Application for CAMA Major e. O Mooring buoys _ private
Attach this form to Joint App 1 Commercial _Community
Permit, Form DCM-MP-1. Be sure to complete all Number
other sections of the Joint Application which relate to (2) Description of buoy
this proposed project. (Color, inscription, size, anchor, etc.)
a. Dock(s) and/or Pier(s)
(1) Commercial -Community X Private
(2) Number No slips at this time. (4) Width of water body
(3) Length (5) Distance buoy(s) to be placed beyond
(1) Width
shoreline
Piers Yes No
(?) Finger
(1) Number
r Mooring strscmre (boatlift, mooring piiin;s, etc•
(ii) Length (1) Commercial -Community X Private
(iii) Width do (?) Number 4
(6) Platfon(s) X Y's
(3)
(i) Number 3 Length 150,
it Lamb 400' (Total) (4) Width 100'
()
(iii) Width -
'?=_ ?°--_.^;,?^?',;' • v. Other (Give cotnnlete descriprion)
(;) Number of slips proposed-ion please note all survey informatio.
(8) Proximity of str:c.:re to adjacent riparian based on NVGD as surveyed by
property lines '_ 0 0 G
(9) Width of water body 300' - _ M a= in a Brunswick Surveying.
(;0) Water depth at water-,ward end of pier at
MLW or N, `WL -10 MLw
b. Boathouse (including covered private
(,) Commercial Pfizer Tract
(?l Length ffBaRea N
(3) Width
islana
Groin (e.g. wood, sheetpiie, etc.) SDirector of Planning
y (:) Number October 16, 1995
(?) Le:?; h(s) Dace
d. Breakwater (e.g. wood, sh°ee:pile, etc.) Jetty
(1) Length 350' and 460'
C•)
, i
Average distance from MI-TW ti?IL or
wetlands 2001 avc. y?7JL or
(3) Maximum distance beyond M??W,
wetlands 460'
4* DCM-lNIP-6
'7 7 7 __N
ARINA -
7-7
M ) C TT_(71 1
DEVELOPMIENILL NOV 1? 5
(Required for the mooring of more than 10 vessels)
DIVISi'?
COASTAL MAINAGEMENT
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
1. MARINA CHARACTERISTICS
Check below the type of marina proposes.
X Commercial Pubiic Residential
g. 77.1pical boat length 701
h. Maximum boat length
175'
i. Are any floating structures planned? Possible
If so, describe No slips at this time,
Possible In future . development,
and not part o this•submittal.
2. MARINA OPERATIONS
b. Will the marina be open to the gene:ai public?
Yes _ x No
If there is residential development associated with
te marina, how many units or lots are planned and
how many are currently developed?
-yes, Potential future residential
development.
d. Check all of the types of services to be provided.
N/A Full service, including travel lif': and/or rail
- X Dockage, fuel, and marine suppiies
Dockage ("wet slips") only
Number of slips No slips at t is time.
None Dry storage
Number of boats N/A
Boat ramp(s)
Other (describe) Barae La-di nc
e. Check below the proposed type of siting.
X Land cut and ac=s channel
X Open water with dredging for basin and/or
channel
Open water, no dredging required
Other (describe)
f. Describe the typical boats to be served (for example,
open runabout, charter boats, sail boas, mixed
types).Passenaer, sailboat f =_ae
a. Check each of the following sanitary facilities tha-
will be included in the proposed project..
A Office toilets
6 Toilets for patrons
Number 10
Location Structures adjacent tq
2 Showers marina
Boat holding tank pumpout
Type and location p i tn c away r
b. Describe treatment type and disposal location for all
sanitary wastewater. S e o t i c tank with
ground absorption.
c. Describe the disposal of solid waste, fish offal and
trash disposal. Citv of Southport
d. How wi11 overboard discharge of sewage from boats
be controlled? Pump out station
to City o Southport sewer.
e. Give the location and number of "No Sewage
Discharge" signs proposed. 2
rorm lit-:ri-tvir--o
f. Describe the special design, if applicable, for
containing industrial type pollutants, such as paint,
sandblasting waste and petroleum products.
N/A
g. Where will residue from vessel maintenance be
disposed of ? N/A
h. Give the number of channel markers and "No
Wake" suns proposed. .1
i. Give the location of fuel-handling facilities, and
describe the safety measures planned :o prot°ec area
water quality. Yes - Fue- de-'verv to
'^11i k `ue-I - above aro :nd ta---.< s .
Describe design measures that prommote boat basin
J'
flushing or circulation and that r°duc.° water quality
imaac:s. --marina access ancle- -o
n^_ease flus^_na dur_na _ow
In aac' --o_ access
c annel slopes from -8 _iSL -o iO MSL
a_ ent_v.
k. INIat will be the marina policy on over-aight and
live-board dociage?
1. Is the proposed marina located n°--,- anv shellfish
leases? Yes X No
If yes, give the name and address of the leaseholder.
m. If this project is an expansion of an existing marina,
what types of services are currently provided?
No
n. How many slips are now available" Nc -
o. Is the marina proposed
secondary nursery area? _
4-11?1
within a primary
- Yes X No
p. Is the marina proposed within an area open
shellfish harvesting? Yes _-- X„ No
q. Give the location and number of "Pumpo
Available" signs proposed. 2
Pfizer Tract
-JApeLkant or
old Head Island
na
Director 2a Planning
October 1 , 1.D
Dace
I j?
NpV 15 1995
VVISION OF
Cpp,STAL MANAGEMENT
Reined OPSIS
State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
A IVCU
4 4WIj- ?
[D FE FR
Division of Water Quality
Environmental Sciences Branch
4401 Reedy Creek Road
Raleigh, N.C. 27607
Date FAX:[phone]
? I II
I FAX TO: -4Y`1 7 u -r L i v-? I FAX NUMBER: I
FROM:
PHONE:
NO. OF PAGES INCLUDING THIS SHEET:
cto- S? W 5V--'no,
Environmental Sciences Branch 4401 Reedy Creek Road Raleigh, North Carolina 27607
Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% poet consumer paper
- DIVISION OF COASTAL MANAGE
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Bald Head Island, Ltd./Pfizer tract

2. LOCATION OF PROJECT SITE: south side of NC Hwy 211 (Ferry Rd.) and the Prices
Creek Southport/Ft. Fisher Ferry terminal, adjacent to the Cape Fear River, just east of the
Southport City limits, in Brunswick Co.
Photo Index - 1989: 183-16, N-X, 1-14 1984: 10-103, B-L, 9-24
State Plane Coordinates - X: 2304200 Y: 57400
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 11/28/95
Was Applicant Present - YES
5. PROCESSING PROCEDURE: Application Received - 11-15-95
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Brunswick Co. and Southport
Land Classification From LUP - Bruns. Co. - Urban Transition
Southport - Transition residential and Developed Industrial
(B) AEC(s) Involved: EW,PT,CW,ES
(C) Water Dependent: yes
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing - None
Planned - Either City of Southport or Subsurface
septic systems.
(F) Type of Structures: Existing - Diked spoils disposal area
Planned -
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER -
(A) Veg. Wetlands-Low coastal marsh 9000 sq.ft.
High coastal/404 type marsh
(B) Non-Vegetated Wetlands 33000 sq.ft.
Shallow bottom/Public trust 7740077400 sgft.
(C) Other 60-plus acres
Highground disturbed
(D) Total Area Disturbed: approx. 60 acres
(E) Primary Nursery Area: NO
(F) Water Classification: SC Open: CLOSED
?9 k
2 7
8. PROJECT SUMMARY: The applicants propose to develop a marina and operations complex
to service Bald Head Island. The facility would include two passenger ferry landings, barge
landing, marine maintenance building, office and storage space, and parking.

Bald Head Island, Ltd./Pfizer Tract
Page 2
9. PROJECT DESCRIPTION
The project area is located on the northeastern edge of Southport's city limits, on the south side of NC
Hwy. 211 and the Prices Creek, Southport-Fort Fisher ferry terminal, in Brunswick County. The 172
acre tract's eastern boundary is adjacent to the northeast Cape Fear River. There is an unimproved road
which bisects the property from NC Hwy. 211 to a landing on the river, which is currently leased to
Bald Head Island for loading and unloading of a barge to transport equipment and vehicles to the island.
This area of the river's shoreline has historically been used for water access, and has been known as
"Deep Water Point" since the early eighteenth century. It includes several documented archeological
sites. The tract is densely wooded with mixed hardwoods, mature live oaks, and pine. The terrain is
relatively flat to sloping, with elevations between 18 and 26 feet MSL, creating bluff-like uplands where
elevations sharply drop to 5 to 7 feet MSL to a wetland plateau adjacent to the river. This coastal
wetland border varies in width from 200 to 400 feet, and includes Giant Cordgrass S artina
cynosuroide), Salt Meadow Grass (SSpartina patens), Saw Grass (Cladium jamaicense), Spike Grass
(Distichlas spicata), and Cat-tails T ha spp.). Along the tract's southeastern shoreline, there is a
discontinuous border of Smooth Cordgrass (Spartina alterniflora) at the water edge. The tract's
northeastern shoreline consists of an existing diked spoils disposal area (1600 ft. X 300 ft.), which is
used by the NC Division of Ferries, for maintenance of the Price's Creek ferry channel. The Smooth
Cordgrass border waterward of this spoil area is more continuous, varying from 40 to 60 feet in width,
as it continues around the point into Price's Creek. As is typical in coastal river floodplains, the wetland
plateau includes numerous small islands and hummocks which exhibit woody vegetation. Trees and
shrubs observed include; pine, red cedar, wax myrtle, yaupon, marsh-elder (Iva frutescen) and
groundsel-bush (Baccharris halimifolia). There is a wetland drainage feature, Betsy's Branch, that
bisects the western side of the property and empties into the river. The upper reaches of this natural
drainage way consist of Gum/Maple wooded swamp, which transition into coastal wetlands, primarily
Cat-tails, Saw grass, and Giant Cordgrass, as it reaches the flood plain of the river. There are three
other wetland pockets on the northern perimeter of the tract. Aerial photography indicates that they were
originally connected to Price's Creek, but became isolated during the construction of the road.
The NC Division of Environmental Management classifies the adjacent surface waters, as follows:
Price's Creek - SC Sw, Cape Fear River - SC, both are CLOSED to the harvest of shellfish. These
waters are not designated as Primary Nursery Areas by the NC Division of Marine Fisheries. The Cape
Fear River is approximately 3000 feet wide in the project area. The near edge of the 400 ft. wide
shipping channel which serves Sunny Point Military Ocean Terminal and the NC State Ports at
Wilmington, is approximately 900 feet offshore.
The applicants propose to develop a marina and operations complex to service Bald Head Island. The
facility would include two passenger ferry landings, barge landing, marine maintenance building, office
and storage space, and parking. The facility would replace the existing barge landing on this property,
as well as, the current use of the Indigo Plantation Marina as a passenger ferry terminal for Bald Head
Island. A 4.5 acre, upland basin would be excavated from highground adjacent to the Cape Fear River.
The basin would be 700 feet long, 300 feet wide, and 8 feet in depth. The basin would include three
fixed docking platforms: the main passenger ferry dock (110 ft. long X 28 ft. wide), the
employee/contractor ferry dock (80 ft. long X 20 ft. wide), and a fuel dock (210 ft. long X 10 ft. wide).
The sides of the basin would be stabilized by a vinyl bulkhead. An access channel in the northeast
corner of the basin would connect to the river. The channel would be 750 feet long, 150 feet wide, and
.V.,
Bald Head Island Ltd./Pfizer Tract
Page 3
10 feet in depth. From the river, the north half of the channel would terminate at a barge landing. The
remaining 150 feet of channel into the marina basin would be 75 feet wide. The sides of the entrance
channel would be stabilized by a sheet pile concrete bulkhead, which would become jetties extending
approximately 420 feet into the open water area of the river. The applicants propose to armor both sides
of the jetties with limestone riprap, and a dolphin waterward of the end of each jetty. In the area where
the access channel cuts through the wetland plateau, the top elevation of the concrete sheet piling
bulkhead would be lowered to allow the through flow of water to adjacent vegetated wetlands (See
drawings pgs. 4 & 11 of 13).
Support facilities for the operations center, constructed on highground would include: an information
center (6400 s.f.); a 22 acre parking lot for resort visitors and residents; 10,000 s.f. passenger ferry
landing and associated luggage and staging area; a 10,000 s.f. passenger waiting area building; a 4.7
acre parking lot for employees and contractors; a 3 acre site consisting of an administrative office and
warehouse complex; a 1 acre marine maintenance site to include a repair shop/office building, parking,
storage, fuel facilities, and a marine wastewater pump-out station; and the barge landing staging area
which would facilitate the loading/unloading of the equipment and vehicle transport barge. The
remaining 70.5 acres of the property (Parcels B & E) would not be disturbed at this time, but reserved
for future development.
10. ANTICIPATED E%IPACTS
The proposed project would convert 4.5 acres of highground into an upland basin connected to estaurine
waters. Excavation of the entrance channel would consume approximately 9000 sq. ft. of regularly
flooded coastal wetlands and 33000 sq. ft. high marsh coastal wetlands and "404 type" wetlands.
Channel construction would disturb 77,400 sq. ft. of shallow bottom habitat, and incorporate the same
area of public trust waters. The channel jetties would protrude approximately 400 feet into navigable
waters of the Cape Fear River, and may contribute to shoreline erosion on either side of the channel,
depending on the direction of the tide. Associated highground construction would develop approximately
half of the upland acreage, and create 53 acres of impervious coverage. There are approximately 70
acres of highground reserved for future development, which might potentially include, but not limited
to, low or high density residential, commercial, or industrial development. Changes or additions of boat
slips in the marina basin would also be anticipated to accompany future development, as well -as,
expansions of the Indigo Plantation marina, once the ferry operation is relocated. The project would
provide a permanent facility to serve Bald Head Island's unique transportation needs.
Submitted by: E. F. Brooks Date: 12/7/95 Office: Wilmington
' Form' DCM-MP-1
APPLICATION
(To be completed by all applicants)
b. Cittyy, town, community or landmark -
Southport, North Carolina
1. APPLICANT
C.
Street address or secondary road number
S.R. 1540
a. Landowner:
Name Pfizer, Inc.
d. Is proposed work within city limits or planning
jurisdiction? X Yes No
Address 235 E. 42nd Street e. Name of body of water nearest project (e.g. river,
City New York State NY creek, sound, bay) Cape Fear River
Zip 10017 Day Phone [phone]
-?J - ? - SCRIPTION AND PLANNED USE
1???
Fax [phone] ?? I
JPROPOSED PROJECT
b. Authorized Agent: NOV 15 19::;-
Name Bald Head Island LimitEQ11V1SION1 u;F. List all development activities you propose (e.g.
:OAS AL MANAGEML74dlding a home, motel, marina, bulkhead, pier, and
P. 0. Box 3069 excavation and/or filling activities.
Address Operations complex for Bald Head
Island, Limited which will contain
City Bald Head Island State NC marina for passenger ferry andbarg
marine maintenance facili.typarking
orzi.ces. -'
Zip ?R4tii Day Phone [phone]
Fax [phone]
c. Project name (if any)
Pfizer Tract
NOTE. Permit will be issued in name of 1=downer(s), mid/or
project name.
2. LOCATION OF PROPOSED
PROJECT
a. County Brunswick
b. Is the proposed activity maintenance of an existing
project, new work, or both? New work
c. Will the project be for public, private or commercial
use? Private
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed, please attach
additional pages Land based operation f or
access to and from Bald Headlslanc
for residents, resort guests,
employees & contractors. e marinz
will be dredged with spoil _beina
disposed of on site. Road beds,
parking areas- willbe constructed
with heavy equipment with detailec
construction by a general contract
J '
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract
171.8 AC
b. Size of individual lot(s) N/A
c. Approximate elevation of tract above MHW or
NWL Varies from 7 MSL to 26 MSL
m. Describe existing wastewater treatment facilities.
Existing into the City of
Southport.
n. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down" and residential discharges.)
Surfact runoff.
d. Soil type(s) and texture(s) of tract ? ?• existing drinking water supply source.
Wando, Lakeland, Foreston ail t f Southport.
Leon/Lynnhaven
e. Vegetation on tract Mixed hardwood i d Nov 15 199
pine with undisturbed ive oaks
DIVISION OF
on site.
f. Man-made features now on tract ExistCmq?STAL MA T
Bald Head Island construction 5. ADDITIONAL INFORMATION
barge landing and old dirt roads.
g. What is the CAMA Land Use Plan land
classification of the site? (Consult the local land use plan.)
Municipal and Urban Transitional
Conservation Transitional
Developed Community
Rural x_ Other
In addition to the completed application form, the
following items must be submitted:
•
A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
claiming to be the owner of said property, then
forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
from the owner to carry out the project.
TR Transitional Res. DI Devel. Industrial
h. How is the tract zoned by local government?
i. Is the proposed project consistent with the applicable
zoning? X Yes No
(Attach zoning compliance certificate, if applicable)
willrequire conditional use permit
j. Has a professional archaeological assessment been
done for the tract? X Yes No
If yes, by whom? Thomas Hargrove
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes X No
1. Are there wetlands on the site? X Yes No
Coastal (marsh) Other X
If yes, has a delineation been conducted? Yes
(Attach documentation, if available)
• An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 1/2" by 11" white paper. (Refer to
Coastal Resources Commission Rule 7J.020' for a
detailed description.) .
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
Engineers regarding that agency's use of larger
drawings.) A site or location map is a part of plat
requirements and it must be sufficiently detailed to
guide agency personnel unfamiliar with the area to the
Form: DCM-MP-1
r
V
0

N
O
?i
"o I .?
u vi
04 r-4!
n
m
m
v
14
•
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
A Stormwater Certification, if one is necessary.
A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
have received a copy of the application and plats
by certified mail. Such landowners must be advised
that they have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management. Upon signing this form,, the applicant
further certifies that such notice has been provided.
Name Dames Haroer
Address P. 0. Box 10548 Southoort.NC 28461
Phone
Name Dan Harrelson
Address p Rox i ni no srn,th; ?0d^1
Phone [phone]
6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained ;.r the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
I certify that I am authorized to grant, and do in fact,
grant permission to representatives of state and federal
review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the
project.
I further certi y that the information provided in this
Name Archer Dare -i s 03em application is truthful to the best of my knowledge.
Address a 0 'POX I L70 D.''at-„r TT, 6?525 -
Phone
U This i th 16th day of Oct . , 19
A list of previous state or fede. aI pe:-mi ued for U
work on the project tract. Include permit numbKV 15 Wirt Name
permitt?ee, and issuing dates. DIVISION UF
COASTAL NIANAGSlMT
j=sdowner or Authorized Agew
• A check: for $250 made payable to the Depar=ent of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
• A signed AEC hazard notice for projec-M in
oceanfront and inlet areas.
• A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public lands, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
PIe:.se indicate attachments pertaining to your proposed
project.
x DCM MP-2 Excavation and Fill Information
Y DCM MP-3 Upland Development
x DCM MP-4 Structures Information
DCM MP-5 Bridges and Culverts
X DCM MP-6 Marina Development
NOTE: Please sign and date each attachment in the
space provided at the bottom of each form.
.tvw-z
NOV FILL 1,51995
L /1,-I .?"' (i F
ides and culverts) COASTAL MANAGEMENT
form to Joint Application for CAMA Major
)rm DCM-MP-I. Be sure to complete all
ons of the Joint Application that relate to this
)roject.
)elow the purpose of proposed excavation or
ies. All values to be given in feet.
Average Fiaal
Ewing Project
Length Width Depth Depth
f
a
ikwamr
T
Juding
)mime
abiU=ion)
750'1150'1 +3 1-10'
700'1300'1 +9 1-8'

1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards 13 , 000 cubic vc
b. Type of material to be excavated Sand
c. Does the area to be exc:,vat?d inc'.ude coastal
wetlands (marsh), submerged aquatic veg Lion
(SAVs) or other wetlands? X Yes No
d. Hiahground excavation in cubic yards 208 , 000
cubic yds.
2. DISPOSAL OF EXCAVATED
MATERUL
a. Location of disposal area East of Marina
Existing spoil basin site.
b. Dimensions of disposal area 1, 6 0 0' x 3 0 0'
c. Do you claim title to disposal area?
X Yes No
If no, at`,ach a letter granting pe^nission from the
owner.
d. Will a disposal area be available for future
maintenance? X Yes No
If yes, where? Same Location
-J n'l inc
Form DC 441P-2
e. Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
Yes X No
f. Does the disposal include any area in the water?
Yes X No
If yes,
(1)
(')
Amount of material to
water
Dimensions of fill area
(3) Purpose of fill
b. Will fill material be placed in coastal wetlands
3. SHORELINE STABILIZATION (marsh), SAVs or other wetlands?
Yes X No
5 () imensions of fill area
a. Type of shoreline stabilization
X Bulkhead X Riprap NOV 15 1995
(?) Purpose of ;ill
b. L,ngrh 3400 LF (Bulkhead) DIVISION OF
^^°T ^L MANAGEMENT
1800 LF Rip Rap
c. Ave: age dis-,atice wate:-ward of MHW or NWL
200'
d. Ma.:,,:,-,,um distance waterward of MHW or NWL
400'
e. Shoreline erosion during preceding 12 months
No information given at this time.
;Source ?i fnlormcaonj
f. Type of bulkhead or riprap material Concrete
Bulkhead and PVC Panels
Amount of rill in cubic yards to be placed below
water level
(1) Riprap 285 cubic yards
(2) Bulkhead back:ill None
Type of fill material Sand & muck
Source of fill material On site GENER.A_L

a. How will excavatad or ;ill mate: ial be kept on site
and erosion controlled? D_soosed into
existing spoil basin site
b. What type,.of cons uc:ion equipment will be used
(for example, dragiine, back:,oe, or hydrauiic
dredge)?
Dredge, backhoe and bulldozer
c. Will wetlands be cr:,ssed in transporting equipment
to project site? Yes X No
If yes, explain steps that will be taken to lessen
environmental impac•.s.
OTHER FILL ACTIVrMS
(Excluding Shoreline Stabilization)
Will fill material be brought to site?
Yes X No
Date be placed in the
Pfizer Tract
Signature Ba a Head Island
Director of Planning
October 16, 1995

Form DCM-MP-3
UPLAND.
DEVELOP-M-ENT NOV 15 1995
(Construction and/or land disturbing activities) DIVISION OF
COASTAL MANAGEMENT
Attach this form to Joint Application for CAMA Major h. Project that require a CAMA Major Development
Pe=it, Form DCM-MP-1. Be sure to complete all per-.nit may also recuire a Stormwater Certincation.
other sections of the Joint Application that relate to this Has a site development plan been submitted to the
rojec-
osed
ro Division of Environmental Mana'-ement for review?
p
..
p
p
- X Yes No
a. Type and number of buildings, facilities, units or If yes, date submitted October 16 , 1995
structures proposed 6 Marine related
s t - c-- •, r e s i. Describe propose'.. method of sewa;n disposal.
Seor-ic tank with Ground a: scrtitio
b. Number of lots or oarcels No residential or connection-to Citv of So-ithaort
development proposed at this time.
j. Have the facilities des= ibed in Item i. above
c. Density (give the number of residential units and the received state or local approval? INC
units per acre) N7A (?Srrcz ?DroDr?:-e doc;.rrn-_--'an)
-
k. Desc: ibe location and -me of proposed disc r;:s to
filled or disturbed
Size of area to be ? aded
d waters of the state (for example, surface runoff,
-
'
,
.
in?'.uding roads, ditches, etc. 53 AC t e? ^°? -
luent
al/C?/=er,..al e -f
sanitary wart ?a._., indts?. ,
"wash down" and residential disc^ .rtes).
Surface runoff into cuss swal es,

e. If the proposed project will disturb more than one nfiltration basin andretention
i -
acre of land, the Division of Land Resources must basins .
receive an erosion and sedimentation control plan at
1 -
Describe proposed drinking water supply source
least 30 days before land disturbing activity begins. .
If applicable, has a sedimentation and erosion (e.g. well, community, public system, etc.)
control plan been submitted to the Division of Land Community, well and public
Resources? 'Yes • X No
If yes, date submitted will submit plan
m.
Will water be impounded? r„_ Yes X No
prior to development. If yes, how many acres?
f. List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces. n. If the project is a oceanfront development, when
Marl, concrete, asahalt, was the lot(s) platted and recorded? NA
concrete pavers.
Pfizer Tract
g. Give the percentage of the tract within 75 feet of D or ect =e
MHW or NWL, or within 575 feet in the case of an
Outstanding Resource Water, to be covered by S?gaaturt DirectoraofsPAnr g
• impervious and/or built-upon surfaces, such as .. October 16 , 1995
pavement, buildings, rooftops, or to be used for Dace
vehicular drivewavs or narking. 412,900 SF
Form DCM-MP4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application which relate to
this proposed project.
a. Dock(s) and/or Pier(s) •
(1) _ Commercial -Community X Private
(2) Number No slips at this time.
(3) Length
(4) Width
(5) Finger Piers Yes No
(i) Number
(ii) Length
(iii) Width
(6) Platform(s) X Yes No
(i) Number 3
(ii) Length 400' (Total)
(iii) Width lU'
(7) Number of slips proposedNot vet determined.
(8) Proximity of structure to adjacent riparian
property lines 10 0 0 '
(9) Width of water body 300' at Marina
(10) Water depth at waterward end of pier at
MLW or NWL -10 MLw
b. Boathouse (including covered lifts)
(1) Commercial _ Private
(2) Length
(3) Width
c. Groin (e.g. wood, sheetpile, etc.)
(1) Number
(2) Length(s)
d. Breakwater (e.g. wood, sheetpile, etc.) Jetty
(1) Length 350' and 460'
(2) Average distance from MHW, NWL or
wetlands 2001 Ava
(3) Maximum distance beyond MHW, NWL or
wetlands 460 '

o??772
?
Lvo
NOV 15 1995 DLn?,
DIVISION OF
COASTAL MANAGEMENT '
e. Mooring buoys
(1) Commercial -Community Private
(2) Number
(3) Description of buoy
(Color, inscription, size, anchor, etc.)
(4) Width of water body
(5) Distance buoy(s) to be placed beyond
shoreline
f. Mooring structure (boatlift, mooring pilings, etc.)
(1) Commercial -Community X Private
(2) Number 4
(3) Length 150,
(4) Width 100,
g Other (Give complete description)
Please note all survey information
based on NVGD as surveyed by
Brunswick Surveying.
Pfizer Tract
or t N
Signature Bald Hea Island
Director of Planning
October 16, 1995
Date
• Form DCM-MP-6
MARINA ,1 "'DO
DEVELOPMENT NOV , 5 ,=?5 (Required for the mooring of more than 10 vessels)

DlvlSlUN uF
COASTAL MANAGEMENT
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
1. MARINA CHARACTERISTICS
a. Check below the type of marina proposed.
X Commercial Public Residential
b. Will the marina be open to the general public?
Yes x No
c. If there is residential development associated with
the marina, how many units or lots are planned and
how many are currently developed?
Yes, potential future residential
development.
d. Check all of the types of services to be provided.
NI Full service, including travel lift and/or rail
X Dockage, fuel, and marine supplies
Dockage ("wet slips") only
Number of slips No slips at this time.
None Dry storage
Number of boats N/A
Boat ramp(s)
Other (describe) Barge Landing
Check below the proposed type of siting.
X Land cut and access channel
X Open water with dredging for basin and/or
channel
Open water, no dredging required
Other (describe)
f. Describe the typical boats to be served (for example,
open runabout, charter boats, sail boats, mixed
types).Passenger, sailboat & barge
g. T./pical boat length
70'
h. Maximum boat length
175'
i. Are any floating structures planned? Possible
If so, describe No 'slips at this time,
Possible _Ln future ec? velopment-,
-and not part of this-submittal.
2. MARINA OPERATIONS
a. Check each of the following sanitary facilities that
will be included in the proposed project..
4 Office toilets
6 _ Toilets for patrons
Number 10
Location Structures adjacent tg
2 , Showers marina.
Boat holding tank pumpout
Type and location B; r--+- i ?' to sewer
b. Describe treatment type and disposal location for all
sanitary wastewater. Septic tank with
ground absorption.
c. Describe the disposal of solid waste, fish offal and
trash disposal. City of Sauthport
d. How will overboard discharge of sewage from boats
be controlled? Pump out station
to City o Southport sewer.
Give the location and number of "No Sewage
Discharge" signs proposed. 2
Revised 03/95
Form DCM-MP-6
f. Describe the special design, if applicable, for
containing industrial type pollutants, such as paint,
sandblasting waste and petroleum products.
N/A
g. Where will residue from vessel mainte*+ance be
disposed of ? N/A
h. Give the number of channel markers and "No
Wake" signs proposed. 1
L Give the location of fuel-handling facilities, and
describe the safety measures planned to protect area
water quality: Yes - Fuel delivery to
bulk fuel - above around tanks.
j. Describe design measures that promote boat basin
flushing or circulation and that reduce water quality
impacts. Marina access angled to
increase flushing during low
tidal flows. In addition, access
channel slopes from-8 MSL to 1.0 MSL
at entry.
k. What will be the marina policy on overnight and
live-board dockage? N/A
1. Is the proposed marina located near any shellfish
leases? Yes X No
If yes, give the name and address of the leaseholder.
m. If this project is an expansion of an existing marina,
what types of services are currently provided?
No •
o. Is the marina proposed within a primary or
secondary nursery area? Yes X No
p. Is the marina proposed within an area open to
shellfish harvesting? Yes X No
q. Give the location and number of "Pumpout
Available" signs proposed. 2
Pfizer Tract
t or rpp'
ald Head Island
Director 4Qt Planning
October 16, 1y.5
Date
7-q? ??V L 03
D
NOV 15 1995
01VIS1ON OF
,OASTAL MANAGEMENT
n. How many slips are now available? None
State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
MOOR
?EHNR
Division of Water Quality
Environmental Sciences Branch
4401 Reedy Creek Road
Raleigh, N.C. 27607
FAX:[phone]
? I II
f?
Date
I FAX TO: mil 7 u ?r h iv-6 I FAX NUMBER:
FRoM: ozf4
PHONE:
NO. OF PAGES INCLUDING THIS SHEET:
G-O- W 5V-?)
Environmental Sciences Branch 4401 Reedy Creek Road Raleigh, North Carolina 27607
Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post consumer paper
I . _1
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NATNM: Bald Head Island, Ltd./Pfizer tract
2. LOCATION OF PROJECT SITE: south side of NC Hwy 211 (Ferry Rd.) and the Prices
Creek Southport/Ft. Fisher Ferry terminal, adjacent to the Cape Fear River, just east of the
Southport City limits, in Brunswick Co.
Photo Index - 1989: 183-16, N-X, 1-14 1984: 10-103, B-L, 9-24
State Plane Coordinates - X: 2304200 Y: 57400
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 11/28/95
Was Applicant Present - YES
5. PROCESSING PROCEDURE: Application Received - 11-15-95
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Brunswick Co. and Southport
Land Classification From LUP - Bruns. Co. - Urban Transition
Southport - Transition residential and Developed Industrial
(B) AEC(s) Involved: EW,PT,CW,ES
(C) Water Dependent: yes
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing - None
Planned - Either City of Southport or Subsurface
septic systems.
(F) Type of Structures: Existing - Diked spoils disposal area
Planned -
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. H.--BTTAT DESCRIMON: [AREA]
DREDGED FILLED OTHER
(A) Veg. Wetlands-Low coastal marsh
High coasta1,1404 type marsh 9000 sq.ft.
(B) Non-Vegetated Wetlands 33000 so.ft.
Shallow bottom/Public trust 77400 sa.ft.
(C) Other
Hightrround 60-plus acres
disturbed
(D) Total Area DLSturbed: approx. 60 acres
(E) Primary tiursen. Area: NO
(F) Water Classification: SC Open: CLOSED
S. PROJECT SUNLNIARY: T:2 applicants propose to develop :i manna and operations complex
to ser% ice Bald Head ISi::nd. Tne facili:y would include two I,:?ss?n?-e r fem• Iandiny5. barge
Bald Head Island, Ltd./Pfizer Tract
Page 2
9. PROTECT DESCRIPTION
The project area is located on the northeastern edge of Southport's city limits, on the south side of NC
Hwy. 211 and the Prices Creek, Southport-Fort Fisher ferry terminal, in Brunswick County. The 172
acre tract's eastern boundary is adjacent to the northeast Cape Fear River. There is an unimproved road
which bisects the property from NC Hwy. 211 to a landing on the river, which is currently leased to
Bald Head Island for loading and unloading of a barge to transport equipment and vehicles to the island.
This area of the river's shoreline has historically been used for water access, and has been known as
"Deep Water Point" since the early eighteenth century. It includes several documented archeological
sites. The tract is densely wooded with mixed hardwoods, mature live oaks, and pine. The terrain is
relatively flat to sloping, with elevations between 18 and 26 feet MSL, creating bluff-like uplands where
elevations sharply drop to 5 to 7 feet MSL to a wetland plateau adjacent to the river. This coastal
wetland border varies in width from 200 to 400 feet, and includes Giant Cord-grass (Spartina
cvnosuroides), Salt Meadow Grass (Spartina patens), Saw Grass (Cladium jamaicense), Spike Grass
(Distichlas spicata), and Cat-tails Twha spp.). Along the tract's southeastern shoreline, there is a
discontinuous border of Smooth Cord-ams (Soartina alterniflora) at the water edge. The tract's
northeastern shoreline consists of an existing diked spoils disposal area (1600 ft. X 300 ft.), which is
used by the NC Division of Ferries, for maintenance of the Price's Creek ferry channel. The Smooth
Cord--mss border waterward of this spoil area is more continuous. varying from 40 to 60 feet in width,
as it continues around the point into Pace's Creek. As is typical in coastal river floodplains, the wetland
plateau includes numerous small islands and hummocks which exhibit woody vegetation. Trees and
shrubs observed include; pine, red cedar. wax myrtle, yaupon, marsh-elder (Iva frutescen) and
groundsel-bush (Baccharris halimifolia). There is a weland drainage feature, Betsy's Branch, that
bisects the western side of the proper-Lv and empties into the river. The upper reaches of this natural
drainage wav consist of Gum/Maple wooded swamp, which transition into coastal wetlands. primarily
Cat-tails, Saw grass, and Giant Cordes ass, as it reaches the flood plain of the river. There are three
other wetland pockets on the northern perimeter of the tract. Aerial photography indicates that they were
originally connected to Price's Creek, but became isolated during the construction of the road.
The NC Division of Environmental Manag=meat clas_ines the adiacent surface waters, as follows:
Price's Creek - SC Sw, Cape Fear River - SC. both a_-e CLOSED to the harvest of shellfish. These
waters are not designated as Primar; Nurse:-.- _24z by the INC Division of Marine Fisheries. The Cape
Fear River is approximately 3000 fe.°t wide in the project area. The near edge of the 400 ft. wide
shipping channel which senses Sunni,; Point Militar; Ocean Terminal and the NC State Ports at
R'ilmington. is approximately 900 fee: offshore.
The applicants propose to develop a marina and of erations complex to service Bald Head Island. The
facilirv would include two passenger fe., ; landings. bare landing, marine maintenance building, office
and storage space. and parking. Tne iGciiir; ;: ould replace the existing barge landing on this property,
as well as, the current use of the Indigo Planation Nlarina as a passenger ferry terminal for Bald Head
Island. A 4.5 acre, upland basin wculd be excavated from higliground adjacent to the Cape Fear River.
_>The basin would be 700 feet long. f?---- ice. and X feet in death. The basin would include three
fixed docking platforms: the n:a pas=_-r:?-2r fer- dock (110 ft. long X 28 fr. wide), the
ermployee!contractor fe.. dock (Q0 t--. lens X 2r, . wide,:. and a fire! deck (210 ft. long X 10 ft. wide).
Tile sides of the basin would be sta,ilized b.: a %Invi bulkhead. ?=.n access channel in the northeast
corner of the basin would connect m ;;;e r%tr_ 1. - cha nei could b -i0 feet long. 150 feet wide, and
t

Bald Head Island Ltd./Pfizer Tract
Page 3
10 feet in depth. From the river, the north half of the channel would terminate at a barge landing. The
remaining 150 feet of channel into the marina basin would be 75 feet wide. The sides of the entrance
channel would be stabilized by a sheet pile concrete bulkhead, which would become jetties extending
approximately 420 feet into the open water area of the river. The applicants propose to armor both sides
of the jetties with limestone riprap, and a dolphin waterward of the end of each jetty. In the area where
the access channel cuts through the wetland plateau, the top elevation of the concrete sheet piling
bulkhead would be lowered to allow the through flow of water to adjacent vegetated wetlands (See
drawings pgs. 4 & 11 of 13).
Support facilities for the operations center, constructed on highground would include: an information
center (6400 s.f.); a 22 acre parking lot for resort visitors and residents; 10,000 s.f. passenger ferry
landing and associated luggage and staging area; a 10,000 s.f. passenger waiting area building; a 4.7
acre parking lot for employees and contractors; a 3 acre site consisting of an administrative office and
warehouse complex; a 1 acre marine maintenance site to include a repair shop/office building, parking,
storage, fuel facilities, and a marine wastewater pump-out station; and the barge landing staging area
which would facilitate the loading/unloading of the equipment and vehicle transport barge. The
remaining 70.5 acres of the property (Parcels B & E) would not be disturbed at this time, but reserved
for future development.
10. ANTICIPATED LYIPACTS
The proposed project would convert 4.5 acres of highground into an upland basin connected to estaurine
waters. Excavation of the entrance channel would consume approximately 9000 sq. ft. of regularly
flooded coastal wetlands and 33000 sq. ft. high marsh coastal wetlands and "404 type" wetlands.
Channel construction would disturb 77,400 sq. ft. of shallow bottom habitat, and incorporate the same
area of public trust waters. The channel jetties would protrude approximately 400 feet into navigable
waters of the Cape Fear River, and may contribute to shoreline erosion on either side of the channel,
depending on the direction of the tide. Associated highground construction would develop approximately
half of the upland acreage. and create 53 acres of impervious coverage. There are approximately 70
acres of high ground reserved for future development, which might potentially include, but not limited
to, low or high density residential, commercial, or industrial development. Changes or additions of boat
slips in the marina basin would also be anticipated to accompany future development, as well as,
expansions of the Indigo Plantation marina, once the ferry operation is relocated. The project would
provide a permanent facility to serve Bald Head Island's unique transportation needs.
Submitted by: E. F. Brooks Date: 12/7/95 Office: Wilmington

Form DCM-MP-1
APPLICATION
(To be completed by all applicants)
b. Cisty, town, community or landmark
outhport, No:zh Carolina
1. APPLICANT
a. Landowner:
Name Pfizer, Inc.
Address 235 E. 42nd Street
City New York State NY
Litt 10 017 Dav
Fax [phone]
b. Author,"-e-,4 Aa ^.t:
c. Street address or secondary road number
S.R. 1540
d. Is proposed work within city limits or plannin,,
jurisdiction? X Yes No
e. Name of body of water nearest project (e.g. river
creek, sound, bay) Cane Fear River
Phone [phone]
=DESCRIPTION .AND PLANN-ED USE
y OF PROPOSED PROJECT
1110V 15 193 -
Marne Bald He-=d Island,V!'-:ON L`?r. List all development activities you propose (e.g.
JrS i F,L MANA.GEMWding a home, motel, marina, bulkhead, pier, anc
excavation and/or filling activities.
Address P. 0. Bcx 3069 Ooerations comol_x for Bald Head
Island, Limited which will contai__
MCirv Said "r_=ad Is =nd St?.e NC ar'na for cassenaer ferry andbarc
marine mainze, aar
ce facilityparkin(
o---ces.
Zio u ,, r _ Dav Phone - - ` ,
Fax 9i 0 i-i^6
C. P70je= name (i any) ?--Z=- -- -
NCFmr-'r wit! be is.ue_ :n name of .: = +?rr, :?, =id/or
17MYCC name.
2. LOCATION OF PROPOSED
PROJECT
a. Coun-v .., runSW1C.<
b. Is the proposed activity maintenance of an existing
proje, l new work, or both? New work
c. Will the projec-, be for public, private or commercial
use? Private
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposes
projec-.. If more space is needed, please attach
additional pages Land based operationfo
access to and from Bald Headlslan
for r_sidents, resort guests,
ez;v_ov ees & cont_ actors . T e margin
wi 11 be dredged with spoil bei'na-
d_socsed cf on site. Road beds,
carkins areas- Wi_The constructed
w heavv ecuic_ment with detaile
cr.s =_,c z i or. by a general contras!
Form DCM-1N1P-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 171.8 AC
b. Size of individual lot(s) N/A
c. Approximate elevation of tract above MEW or
NWL Varies from 7 MSL to 26 MSL
m. Describe existing wastewater treatment facilities.
Existing into the City of
Southport.
n. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down" and residential discharges.)
Surfact runoff.
d. Soil e s and texture(s) of tract c• ? existing drinking water supply source.
-= - -b
Wando, Lakeland, Foreston and, "- t f Southport.
I ! i
Leon/Lynnnaven
e. Vegetation on tract Mixed hardwood_az3'd NOV 1 JQ)C
pine with unaisturzea 1 ve oaxs
on site. DIViSIGi? OF E. T
f. Man-made m,ade fearsreS now on t; act ExiStia?-+STAL f'tA1?r.?
Bald Head Island construction 5. ADDITIONAL rNFOR-NaTION
barge landing and old dirt roads.
g. What is the CAKk Land Use Plan lard
cIassiiicarion of he site? (Car-rult the loci '=,g =e plc )
Municipal and Urban Transitional
Conservation Transitional
Develooed Community
Rural X Other
L^. addition to the completed application forth, the
foilowing items must be subnirte;l:
•
TR Transitional Res. DI Devel. Industrial
h. How is the tract zoned by local government?
-, ; - i
i. Is u,:e proposed oroje= cc-, sistent with the appiicabie
zoning? X Yes No
(A:::? zoning gnriL-nce cer-7-1-e, if ®ali=^ ie)
idill r=a' --= conditional use
j. Has a professional archae-ological assessment be-ea
done for the tract? X Yes No
If yes, by whom? Thomas Hargrove
k. Is the projPe locates in a National Regis.ared
Historic Distric: or does it involve a National
Reviser listed or eligible property?
Yes X No
1. Are there wetlands on the site? X Yes No
Coastal (marsh) Other X
If ves, has a delineation been condumed? `-'
(At--uh dom"Wr. aron, if av=?i tole)
A copy of the deed (wits state application only) or
other inxument under which the applicant claims title
to the affected properties. If the applicant is not
claiming to be the owner of said property, then
for-ward a copy of the dP? or other instrument under
whir the owner claims title, plus written permission
uom ,:.e owner to carry out the proie:t.
• An actuate, dated wort: plat ('including plan view
and cross-se=aonal drawings) drawn to scale in black
ink on an 8 1/2" by ll" white paper. (Refer to
Coastal Resour:.-s Commission Rule 71.0203 for a
derailed description.) .
Please note that original drawings are pre-f-_ ed and
only high quality copies will be ac-epted. Blue-line
prints or other larger plats are ac=tabie only if an
adeq=e n=ber of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
Engineers regarding that agency's use of larger
drawi: gs.) A site or location map is a part of plat
requirements and it must be sut:tciently detailed to
glide agency personnel unfamiliar with the area to the
Form DChi-MP-1
i
I?
to
a
N
.IOI
U ! ?i
iN
?j o s
'_J I J J i
- - i
- <i
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
6. CERTIFICATION AND PERM IISSIO'
A Stormwater Certification, if one is necessary.
A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
have received a copy of the application and plats
by certified mail. Such landowners must be advised
that they have 30 days in which to submit comments
on the proposed projec: to the Division of Coastal
Manaaernent. Upon sipung this form., the applicant
fa;,he: cenities tha: such notice has be.. provided.
?ante James gar ,nr
Address 0. Box 10548 Soat*= ~=,\1C 2846
Phone
Name :)an
A A:.resS n ar,x l ()l M
Plno.^.e 91 -`-:- 62
TO ENTER ON LAND
•
I understand that any permit issued in response to thi
application will allow only the development described i
the application. The project will be subje : to conditior
and restric:ions contained in the permit.
I certify that to the best of my knowledge, the propose
activity complies with the State of Nor-.h Carolina'
approved Coastal Management Pro; am and will b
conducted in a manner consistent with such program.
I certify that I am author!-zed to grant, grid do in fac-
grant perm;ssion to representatives of sate and feder.
review agencies to enter on the afore=en:ione lands i<
cor.nec:ion with evaluating information r ela:ed to th
permit appiication and follow-up monitoring of tt
proj°.= .
IN .e =n?- r TD--; =",c Cld- aDpllcatl0n 1S LitltIlful t0 the best or try k.-lOwiedge.
I further certify that the infornation provide: in tut
Au14r !.c5 (1 :-X l L i 1
_-77: 1 r
?l finis is the 16- -h day of Oc - . 19 9 5
A list of previous state or fe! earaI for I
wori: „r.:.._ vroi,,.. p ..--. ?-...be.a, mt a:....
...... ?--Id issuing -azes.
L- = --vmer or ?(utisa ?tgm• A cher'c for 5 -17 :..aCe p7vz. fie to D'.pL a nt or
Env--c :r.ent, l °.::.: and Resources
to cove: the ccrz or -.--,--=5:--g the
a::T)1.:ion.
• A signed AEC hazard notice for proj=-s in
oce:: f ont and inlet areas.
Please incica.'° a~acarlen"- per=iu - to your propose
proj° .
DCM MP-Z Ex-.:v=on and rill info.:..ation
v DCM I&P-3 Upland Development
x DCM MP-Y Struan:res Infor-".option
DCM M9-5 Bridges and Culver--s
x DCM. '.?9-6 Ma_-ira Development
• A state e-rit of conpuance N4ith the N.C.
Environmental Policy Ac-- (N.C.G.S. 113A - 1 to
10) If :he proie.^: involves tl:e ezper,-4:..:: c: public
ds or use of public lazds a_W- a s-= ent
doc....e:::ing cor^plia^.ce wi,,h the Ci-oIi a
Snvi o=ental Polio. A
NOTE: Pe=e sign and dose each =chrr•9n1 in t,
svace provided a: the oorror^ qr ear': form.
-MT-2
,*CAVATION 1?
D) I
? U
t\'Tv 1 > 1995
ID FILL uV _ 1
L w--,, uF
idaes and culverts) COASTAL MANAGEMENT
form to Joint Application for CAMA Major
,. DCM. -tiff-1. Be sure to c mplere all
ons of the Joint Application that reiate to this
)ro iect.
)e!ow e purpose of proposer excavation or
ies. All values to be given in re---.
Ave: ,e Rr.3l
Ls:ing Pro j e^.
Le 2th K tdth Dees : Depth
?•? _ter

1. EXCAVATION
a. Amount of anarerial to be ezcavare-,4 from be!ow
tifF-:W or YN-L. in cubic ,a..zs - .000 cu?? c v
b. Type or- :.,are::; i :o be ezcavct-4 ?::amc
c. Does e are: m be e?_crc:w :nc.:?'e ?abtal
we an..- r<.a s.. s:: ,..._.. ac :- = Ves -
(5 a Vs) cr ot: er we-.=.CS? X Yes No
Q. H ; o?'==U nd excwat:c, :n _. o:c -cs 208 , 000
,....,.,_.. VCS
2. DISPOSAL OF E K-C AVATED
INL-kTEIRL-kL
a. L; c:..cr. Jr o:-li'.. ...... :- ?.. -... .. v _ `?'I. - _.:G
b. Dim e.^.Sicns o .. ?csal ..: , 5 30 ' :c 3 C 0 '
C. Do vc,: _.ai= - 'e to 4!s;,csa ar °?
`_'es Na
If ao, :.. c:. a :ere: k1om the
owner.
d. Vii HIl a diszcsal a.-ea be avai:..oie for future
mai--,2r: ce? X Yes do
If yer, where? Locat_on
Form DCM-N P-2
e. Does :he disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
Yes X No
f. Does the disposal include any area in the water?
Yes = No
If yes,
(I) Amount of material to be placed in the
water
(2) Dimensions of rill area
(3) P,.iroose or rill
b. Will fill material be placed in czas;al wetlands
3. SHORELLNE ST -UILIZATION
a. of s; oreiine stabilization
_Y 2uik^,a :d X Riorap
(marsh), SAVs or ot:':er we..anes.
=,Yes x No
I (]?) 'Dilensions of -,-III area -
L J1
NOV 15 1995
( ) .U?..:_,9se or =ii1
-
DIVISION! OF
b r 3400 LF (Bulkhead) `'TAL MAhAGEiMEN
1800 LF R-p Rap
.:str:nce Ovate:-,ward or v. W or N-WL
200'
S. GEC-ER-'-I-
11a ......... 4isz=-,2 water-,war or
n r. a. How wiil n- ke-t or. site
a.*:c arcs/or.' vJn?vll w? J_--.Jo.`r =r.. __11..0
S o.'ei:-= erosion dunnlz preced ,.? bas-in --
_ ='tjS?:___C SAC= --
\C inrormationVgiven at this time.
_ - - - - _' - b. - e - r: !Cu will be ss
(for ex? -:?, dr g.:;.ne, bacx .c or ,+ydreiiic
285 c*abi c vards
c. Will we, a=`s be _r:aCd s^1 n:ect
-e & -ack to proip= site? Yes X No
If yez,V ste^s ?.at will be teer to lessan
enviior.-.en.:s impac?.
OT' R FILL -kCTrvTr E-S
Shoreline Stabilization)
be broug^::o si:a? - ' _ ! '^ _ '-
` ... "......te:.ai =j=
v'.: X No _ Dace
Form DCM :1IP-3
'LT N D
L
DEVELOPMENT N 0 V 15 1995
(Construction and/or land disturbing activities) DIVISION OF
OASTALMANAGEMENT
A=:;, *.his :ors: to Joint Art_;ii=ricn for CAMA Major
Pe--- :it.:o DCM-V+ -? . Be sure to ccmpiete all
lr.l
o? er se= :C::S o the JeL.. aooii. t:on .::at relate to this
rC_ OS °eC pr ; i ec..
1 ?e W.. um z Or
^e- iou Or "e1S -?o residential
de-,;elcoment o=cccsea at this time.
r :Ve ?.. 7 mce: c.
J' 7-::.°'.. C. C'S7.:.C5C
?. :: w:-. .:?.? .-..,re -0
. ___:'
ZZ v .vr.. ..:-... ?.:5 ?.:. .. v. v..?
.,aoie, z, a 5ac=::.:?01; a ercS::,n
R aZ-Cu::es? -Yes X No
•ves d:re sub-.?w jVi =_ ,gym; - _?-
-or to dove-ooment.
_:.r =a mate: is (s;c.. zs pave: Sane,
Or CcL :: °t0 be ;:se Lur ???.° 5?:.:ter.°.
C : --- , - - -
..
h. proi°._,-.s t.?at recuire a CAMA Maior D? e` eicpm1L e
Ps.:..it may a?so r°^uire a Sto::llw::ter Cer::= a::tion.
Has a sate develcpment pian been st:c: ir.? to the
x Yes No
I'v°f date Subm :=A 0c=Comer 16, 1
i. De.°?.:tee prcposw ?.enod of se?a_° ciS?csaI.
i ?gave L*:e fac:i:ties des ib°^ ir. It= i. above
GL.?.rV ?'•?^ iVc
r °a-e ?°w S=-.a 07 iCC.a
K. ..'e.° e Ic^._::c :.-:.C n' ,e o: ^,rCucsa 7rc lC
r6.er_ C. t^.e st.-.e (:or ez. ??:e, su ??e .:noel.
--C C-=E= SW=
uGS___ .?- r-tendon
1. i:° :ue rr:.i.CS?-' Ck7inki -2 Wa-5 Si:-rPiv SCUrC=
pLbik: SySte^ °t^.)
11-2: be pounds'? Yw? x No
If hoW :...?-y ate- e ??
n. Y M° O^:T. .-,,^nt d? et °1c? zr ., ^her
?-._ p.oie= is a ac._.:... ..
n _
was ,.._ 1ct(S) 7ic.?°'.' and
re^. :ru°?: r'--
?_. .. G•- Tom-
7?z feet Of
a .Y:= W 07 07 '.?:?:1? : .°`°. u- ._e .^ Se 02 c:
G ._ _ .:?? Rey; Lr ?e V' to b .-; v°_r---d by
a7- or
=eaa
Form DCM-N P-6
AR NA
T?
M I
1
DEVELOPM[ENri?- NOV i
r
DIVISi:_-"
(Required for the mooring of more than 10 vessels) ;?rjp,STAL (?fi,ivAGEME ,1T
Attach this form to Joint Application for CAMA Major g. "'apical boat length 70
Permit, Form DCM-MP-I. Be sure to complete all
tion that relate to this
li
h. 17 '
Maximum boat length
ca
other, sections of the Joint App
proposed project.
i.
Are any floating structures planned? Possibl
describe No slips at this time
If so
,
Possible ln?uture_development
1.L?RL?1-A CIi?RACTERISTICS ana not part of tizis submitta
a. Check below the type of marina propose.
X Commercial Public Residential
2.
NUR NA OPERATION'S
b. W-Ill the marina be oiler, to tree g-2n!7- public?
Yes X No
a.
Ch-..k each of the following sanitary facilitie
i
h will be include in the proposed project.
t
c. If there is residential developme:n associated w a Office toilets
t ,e mnarira, how many unit or loT, are : isnne and
'
6 Toilets for patrons
?
how many are cu..entiy develop.
10
Yes f,?y ,r= r°==rte
r ootential _ Number
Iacation Struc ores ad lacent tq
development. may
Showers
-k all of the types of ser-;1ceS to be Yrovicw.
Ch
d Boat holding =nk pumpout
o r
Y ^ P?
_
.
/
AFull service, inc!udina Navel ii" and/or -,=E 7
! vile and location ?' "? '? ?-
fuel, and mar-Me suppiiez
x Dockage
,
Docka-P ("wet slips") orgy
b
Describe tr°., rm-n, type and disposal location
_
Ni::..ber ofsii^s .o =i ; r?s ?_ _---- me. . wastewater. ?_c -ank wit
stary
gene Dry stora;e _
=_-round abscr?ticn.
Number of boats N/
Boat ramp(s)
Other (describe) Earc=
c
ibe the disposal of solid waste, fish or
Desc
. r
rash disposal. C-"--' of Sou _hport
e. Check below the proposed type of
X Land cut and ac=s c a el,
X Open water with dredging for ba<i.^ and/or
channel

ed
?? -:
- ec-i-ire
n
dr
d.
How will overboard discharge or sewage fror
.
; .
.,
,.,
Open water, no ,- station
be controlled? D.mo ou-r s`
Other (describe) {-n a-p4-; (- i?:% Zk nr ri rAC'tl v
mss--- P the -,pical boats to be see;?.' 'for ezamle,

th.. ,
ib
D
f
=c City - o Scutnpcrt sewer.
.,
.a.,.
.
open runabout, charter boa-z, sail v?? , mixed
-
- r
'
e
Give the location and number of "No
-
?- 1 ..
l•?1 es /.'7 CC - ^GY ?G-_•
- ? _ .
__-_-.-,. r•rr.,r
?'1T/1 ? I
T' N1C
Form DCM-MP-6
f. Describe the special design, if applicable, for
containing industrial type pollutants, such as paint,
sandblasting waste and petroleum products.
N/A
g. Where will residue from vessel maintenance be
disposed of) N/A
h. Give the number of channel markers and "No
Wake" signs proposed. 1
i. Give the location of fuel-handling facilities, and
describe the safety measures planned to pro: area
water quality. Yes - Fuel de'__7.7e_ .o
bulk fuel - above around _=nks.
j. Describe design measures that promnote Ica: basin
flushing or c:rcL,!ation and that r--,;u--- wa:e_ quanr;
irroac:s. Y^r i na access an i -
^icr = .'-.lusn 1ng dur_na
__..a _! op.'s . in aGG_ ,
,._._nn s_oues fro-,r-3 _J
a- en-_v.
k. W:"2- will be the marina policy on ove- and
live-board dockase? %
1. Is the propose: marina located near art si:.eilr_su
leases? Yes X No
If yes, give the name and address of the leas, woicer.
m. If this projer is an expansion of an emist.g
wha: t ?es of services are currently provid-?
n. How mare slips are now avaiiabie? - -
o. Is the marina proposed within a primary or
secondary nursery area? Yes X No
p. Is the marina proposed within an area open tc
shellfish harvesting? Yes X No
q. Give the location and number of "Pumpout
Available" signs proposed. 2
Pfizer Tract
t or PFoj
' §gna&m a. ld Head -7-land
pirec-or (Tf Planning
octozer 1?, 1,5
Date
_ nn 199
p1?l1S1GN GEMENT
vGAcTAL MANA
Revised 0=.'05
APR-17-1996 10:43 FROM EHNR WILM REG OFFICE TO GALAMB & DORNEY P.01
g 9 "
x
9i: 9bys"
1, t F"W.
mornorandutn
To: Jim Gregson
From: Rob Moul
Re: Revised Marina Flushing
As discussed islet week, we revise
rather #= 7.8 in the first NO
predictions illustrates using the a'
would result in similar 5.4 mg/l
model predictions for the 20b W
computer raps the closost to the I
for the 200 feet solid jetty and 2-
upper limit $OD ranges for poo,
'Mare arc two reasons why I f?81
involves the faot that Jhe marina
has very little organic silts and
Head menagex 0f9 willingness
whereby lower sections of the it
closer to shoreline.
Rase review theso flushing
?(StatiCe_
quer"Amsm
April 4, 1996
Son& Y4
ow
Sol 9Krg/?eule
9rd.4v4% if show
of Bald Head Land Base at Pfizer in Southport
the satwration AO for the wont ease scenario usitS 6.8 wgll
ig modols. Tho outcome of the various Computer MOM
ragc SOD of 1.S for the 200 feet and the 400 feet solid jetties
,Q readi n$s, When using the worst case SOD of 3.0, both
400 feat jetties were now below 5.0 mg/l fbt DO. The two
ter quality stmdard of 5.0 neg/l was usitxg SOD value of 2.65
for the 400 feet solid jetty. This is Still within the acceptable
fleshed marinas.
le project will maintain DO readings above 5.0 sW. The first
Basin and chapel will have a bard packed sand bottom which
lower 50f3 rhea the model. The other Teasoa involves Bald
to C()nWuct the jetty with "Flushing Enhancement Weirs"
v Will atU.ow overwash of the upper zone of inter--tidal waters
and give me your commetttS. A,gaia, thaws you for your
Si31CBrely? ?
--ab'?
Rob Moul, zvWM
euvironmontal Coosultaut
Enclosure: 6 corupMr
Dart Weeks
Post4r Fax Note 7871 (/7/ ?
Tp ,?lr' ?r ? Flom /ft
CoMept. Co.
Phone 4 Phone #
Fax ! ? ? KaX ?
APR-17-1996 10:44 FROM EHNR WILM REG OFFICE TO
MARINA RINA WITH 20 ' .SOLID JETTY
It
TWO SEGMENT MARINAtTIDAL AMPLITUDE METHOD
NAME OF MAR.INA=PF2 ER TRACT IWINA
AVG CH,ANNFiL. DEPTH C T ) = -10
AVG MARINA DEPTH(F )= 8
CHANNEL SURFACE A (FT**Z)= 35000
MARINA SURFACE ARE (FT**Z)= 239580
TIDAL AMPLITUDE(FT = 4.5
P.ETU" FLOW FACTOR (bIM)= 0
82DjM9XT OXYGEN DEIAND (GM/M*xz-DAY )' 1.5
AMBIENT DO (MG/L)= 5.7
SATURATION DO (M(;/ )= 6.8
DECAY COEFFICIENT WDAY)= I
REAERA.TION COEFFIC ENT (1/DAY)= .3
CHANXEL, BOAT ACTIV Ty (BOAT-HRS/D,AY),x 0
MARINA 80AT ACTIVI X (BOAT-XRS/DAY)= 0
T (Er) r)OC (MG/L) D014 (MGr/L)
216 5.6 956 5.397334
217 5.6 1956 5.430809
218 5.6 3161 5.454644
219 5.6 2477 5.464965
220 5. 9541 5.461645
221 5. 9317 5.457712
222 5.5 0607 5.452065
223 S. 9003 5.443279
224 5,4 40285 5.430407
225 5.4 26866 5.413637
226 5,4 17658 5.395303
227 5. 71s4 51381153
DOCAVG S. 73515
DOM,AVG (140/1•)= S. 31926
228 S. 79661 5.397326
229 5. 91957 5.430602
230 5. 93161 5.454639
231 3, 92478 5.464959
232 5. 89539 5.462641
Z33 S. 0931 5.457756
234 5. 10601 5.45206
235 5. 50997 5.443273
Z36 5. 40279 5,430402
237 5. 26861 5.413632
238 5. 17656 5.395298
239 S. 71595 5.381148
GALAMB & DORNEY P.02
VOCAVG (MG/L)= 5. 7351
ppMAVO (MG/L)= 5. 31916
APR-17-1996 10:44 FROM EHNR WILM REG OFFICE
MARINA WITH 200 a?.tD JETTY'

TWO SEGMENT MARINA4TIDAL AMPLITUDE METHOD
NAME OF MARINA=Pk'I ER TRACT MARINA
AV'G CHANNEL DEPTH( T)= 10
AVG MARINA DEPTU(F )= B
CK&NN'EL sURFACE AR A ( FT**2 )= 35000
MARINA SURFACE ARE (FT**2)= 239580
TIDAL AMPLITUDE(FT = 4.5
RETURN FLOW FACTOR (DIM)= 0
SEDIMENT OXYGEN D (GM/M**z-DAY)- 2.65
AMBIENT DO (MG/L)= 5.7
SA'TURA'TION DO (MG/ ) = 6.8
DECAY COEFFICIENT 1/DAY)c I
REAERATION COEFFIC ENT (i/DAY)= .3
CHANNEL BOAT ACTIV TY (BOAT-9RS/DAY)= 0
MARINA BOAT ACTIVI Y (BOAT-IiWDAY) m 0
T (IRS) DOC M(;/L) DOM (MG/L)
216 5.6 3505 4.914216
217 5.6 3946 4.999896
218 5.6 4199 5.055047
219 5.6 7926 5.079871
220 5.6 2399 5.066027
222 5.4 8452 5.051285
222 5.1 9608 5.033439
223 5.0 5786 5.010231
224 4.9 0913 4.979903
225 419 6913 4.942783
226 4.9 3318 4.902992
227 5.3 6022 4.870767
DOCAVG (MG/L)= 5.3 3439
DOMAVG (MG/L)= 4.9 Z47
228 5.6 3508 4.914208
229 5.5 3947 4.999888-
230 5.6 42 5.058038
231 5.6 7926 5.079862
232 5.0 2393 5.066018
233 5.4 8439 5.051276
234 5.1 9794 5.03343
235 5.0 5776 5.010223
236 4.9 8905 4.979894
237 .4.9 6904 4.942775
236 4.9 3319 4.902984
239 5.3 6035 4.87076.
DOCAVG (MG/L)= 5.3 3432
DpMAvG (MG/L)= 4.9 2454
TO GALAMB & DORNEY P.03

APR-17-1996 10:45 FROM EHNR WILM REG OFFICE TO GALAMB & DORNEY P.04
04/04/06 14:28 FAA
V-SOLID JETTY
(SQQ?3.o)

TWO S&GMENT MARYNAtTIDAL AMPLITUDE MET90D
NA1m OF MARINAmPFY ER TRACT MARINA
PING Cap.NNEL DEPTH( T)= 10
AVG MARI NA DEPTR(P )- 8
CHANNEL SURFACE AR A (FT**2)= 35000
MARINA SURFACE (FT'**2)= 239580
TIDAL AMPLITUPE(FT = 4.5
RETURN FLOW FACTOR
T OXYGEN DZI (DIM)= 0
AND (GM/M**2-DAY)= 3
sE1?ZM1N
AMBIENT DO (MG/L)= 547
SATURATION Do (t4(;/ )z 6-8
DECAY COEFFICIENT I/DALY)= 1
REAERATION COEFFlC ENT'(1/DAX)- .3
CKANNEL SOAx A.CTTV TY (BOAT-ERS/DAY)= 0
MARINA, BOAT ACTIVx (BOAT-ERS/DAY) = 0
T (ER5) DOC MG/L) DOM (MG/L)
216 5.6 2501 4.767183
217 5.6 8464 4,868749
218 5.6 8429 4.937343
219 5-6 0454 4.962668
220 5.6 1095 4.945621
221 5.3 645 4.927574
222 5.0 913 4.906031
223 419 0025 4.878435
224 4.8 4585 4.842794
225 4.8 6926 4.79948
226 4.7 8954 4.75315
227 5.2 0415 4.715433
DOCAVG (MG/L)- 5.2 6459
DOMAV'G (MG%L)= 4.8 8721
228 5.6 2504 4.767173
229 5.6 8465. 4.865741
230 5.6 8429 4.937335
231 5.6 0453 4-96266
232 5-6 1087 4.945613
233 5. 6434 4.927565
234 5. 9114 4.906021
235 4. 0013 4.678424
236 4. 4574 4.842783
237 4. 6917 4.799469
238 4. 8954 4.753148
239 5.2 9043 4,715423
DOCAVG (MG/L)= 5.2 86453
DOMAVG (MG/L)= 4. 458725

APR-17-1996 10:45 FROM EHNR WILM REG OFFICE TO
04/04106 14:25 Fla
.. •t ? r SOLID JETTY
TWO SEGMENT MARIN TIDAL b"LITUDL I4 TH03D
NAME OF XAR.TxA¢pF ZER TRACT MARINA/JETTY
A'VG CIUWNEL DEPTH ( T ) m 10
AVG? MARINA DEPTH( a ) 8
CIHAML SURFACE A ( FT**2) = 55000
MARINA SURFACE (FT**2)= 239580
TIDAL AMPLITUDE(F )= 4.5
RETURN FLOW FACTO (DIM)= 0
SEDIMENT OXY'GSN D (GM/M**2-DA'Y)= 1.5
AMBIENT DO (MG/G) 5.7
SATURATION DO (MG L)m 6.8
DECAY COEFFICIENT (1/DAY)= 7
REAERRTION COEFFI ENT (1/DAY) .3
CHANNEL BOAT ACTI ITY (BOAT-FIRS/DAY)= 0
MARINA BOAT ACTI'V Y ( BOAT- RRS/DA,Y) -: 0
T (HRS) DOC (MO/L) DOM (MG/L)
216 5. 165• 5.366337
217 5. 65309 5.396221
218 5. 7 8097 5-421377
219 5. 0739 5.433191
220 5. 7962 5.430269
221 5. x.608 5.425775
222 5. .0056 5.421469
223 5 . X5437 5-413063
224 5. 7169 5.400571
225 5. 7075 5.384175
226 7964 5.366209
227 5. 438 5.354312
DOCAV.G (MG/L) = 5. 1382
DbMAvG (MG/L)= 5.0 1191
228 5.6 21646 5.366313
229 5. 5308 5.3962
230 5.6 8097 5.421358
231 5-6 0739 5-433173
232 5.6 796 5.430252
233 5.6 16 5.42676
234 5.5 0044 5.421451
235 5. 4422 5.413047
226 5. 7153 5.400553
237 514 7069 5.384157
238 5. 795 5.366193
229 5.5 4374 5.354296
DOCAVG (MG/L)= 5.5 137
DOHAVG 1340
GALAMB & DORNEY P.05
WJUVG
APR-17-1996 10:46 FROM EHNR WILM REG OFFICE TO
04/04/96 14:25 FAX
w
.;?=N=i? AJ41NA-Wlt# SOLID JETTY
(SOD-245)

TWO SEGIENT MARINA4T1DAB AMPLITUDE METHOD
NAME 0)' MARINA=PFI ER TRACT MART A/JETTY,
AVG CHANNEL DEPTH( T)= 10
AVG MARINA DEPTH (F ) = 8
CB'ANNLL SURFACE A (FT**2) = 55000
MARINA SURFACE (FT**2)a 239580
TIDAL AMPLITUDE(FT = 4.S
RETURN FLOW FACTOR (DIM)= 0
SEDIMENT OXYGEN DEIM (GM/M**2-DAY)m 2.45
AMBIENT DO (MG/L)m 5,7
SATUEATION DO (MG/ )= 6.8
DECAY COEFFIC131;T 1/DAY)= 1
1YAERATION COEFFIC ENT (•1/DAY)= .$
CHANNEL BOAT ACTIV TY (BOAT-HRS/DAY)a 0
MARINA BOAT ACTIVz Y (BOAT-HRS/DAY)= 0
T (K98) DOC MG/L ) DOM (MG/L )
216 5.5 0129 4.922109
217 5.6 256 4.990305
218 5.6 0238 5.045781
219 5.6 2476 5.069223
220 5.6 9539 5.05818.
221 5.4 3381 5.046204
222 5.3 0961 5.031497
223 5.1 791 5.011732
224 5.0 2632 4.985362
225 5.0 8132 4.952693
226 4.9 7338 4.917536
227 5.2 373 4..893491
DOCA'VG (MG/L) = 5.3 9106
DOMAVG (MG/L)= 4.9 3727
228 5.5 0125 4.922071
229 5.6 2558 4.990272
230 5.6 0238 5.045751
231 ts .6 2475 5.069194
232 . fi 9534 5.058152
233 5.4 3367 5.046256
234 5.3 094 5.03147
235 5.l 7886 5.011705
236 5.0 2607 4.985335
237 5.0 8107 4.952666
238 4.9 7319 4.917509
239 5.2 3725 4.893466
DOCAVG (MG/L)= 5.3 9085
DOMAVG (MG/L)= 4.9 3679 .-
GALAMB & DORNEY P.06

ID007
APR-17-1996 10:46 FROM
.04/04/98 14:25 FAX
r
(SOD=3.0)
EHNR WILM REG OFFICE TO GALAMB & DORNEY P.07
4fl. -SOLID ;I?T7"Y

TWO SEGMENT
AMOLTTUDF METHOD
NArn of MARINA-PFI ER-TRACT MARINA/JETTY
AVG CHANNEL DEPTH( T)= 10
AVG WMINA DEPTH (F ) = 8
CT3.A,NNEL SURFACE A (FT**2)" 55000
MARINA SURFACE (FT**2)? 239580
TIDAL AMPLITUDE(FT = 4.5
RETURN FLOW FACTOR (DIM)= 0
SEDIMENT OXYGEN DEIAND (GM/M**2-DAY)= 3
AMBIENT DO (MG/L)° 5.7
SATURATION DO (MG/ ) = 6.0
DEW CO$FFxCxENT 1/DAY)-- 1
PYAERATION COEFFIC ENT (1/DAY)= .3
MAR NN7:I A BOATT CTYVI Y (BOAT-H DAX)= 00
T (HR,S) DOC MG/L) DOM (MG/L)
664926
4
216
217 5.4 5565
5.5 2021 .
4.155301
218 5.6 832 4.820332
219 5.6 0324 4.858505
220 5.6 1505 4.84276-
221 5.4 9244 4.825999
222 5.1 2537 4.805725
223 4.9 8869 4.779382
Z24 4.8 5796 4.744979
225 4.7 7166 4.70280$
226 4,7 9609 4.657778
ZZ7 5.1 2927 4.626701
DOCAVG (M(;/L)= 5.2 1998
DOMAVG (MG/L)= 4.7 7828
228 5.4 556 4.664879
229 5.5 2019 4.755261
230 5.6 8319' 4,828295
231 5.6 0322 4.656471
232 5.6 1497 4.842726
233 5,4 9126 4.825965
234 5.1 251 4.805691
235 4.9 8838
8 5765
4 4.77935
4,744947
236
237 .
4.7 7136 4.702856
238 4.7 9587 4.65'7747
239 '3.1 x824 4x.626671
170GAVG (MG/L)= 5.2 1973
DOMAVG (M(;/L)= 4.7 77.69

APR-17-1996 1046 FROM EHNR WILM REG OFFICE TO GALAMB & DORNEY P.08
FOLI:0W1N5,.AbP_Q.UA'xELY ADDRESSED? - -
SEWAGE DtL'OSAL: No MARINA SERVICES- Yes
OXYGEN IN BASIN: Yes CLOSURE OF SHELLFXSlilNG WATERS: NIA
(ATTACH A MARINA USE ATTAINABILh;ff EVAL.)
REC TDED QNDTFIONS'Q$-MMYT RRESTRIC11(1, , ;
The applicants have avoided 404 fill. However, approximately 9000 sq. ft. of coastal marsh
will be excavated as a result of the access channel construction. It appears that the access
channel could be shifted 150 ft. to the northeast and avoid approximately half of the marsh
excavation although it also appears that this alignment would result in more alter ora impacts
tban the curet proposal, vegetation along the proposed channel alignment consists mainly of
Pbxagmites austraiis and Typha spp.. Although the loss 9000 sq. ft. of coastal wetlands is
considered significant, the applicants bave chosen a channel alignment with the least impacts to
the more regularly flooded q=ies.
The proposed concrete shootpiie groin and riprap toe protection will result in approximately
17000 sq. ft of fill below 1VLKW. It will also create an enclosed entrance channel approximately
750' long. This channel would be 150' wide f;Dr most of its length but would be only 70' wide
at the mouth of the basin to allow for a 80' wide barge landing area. It is DEM,s policy to
require marinas to use siting and design features, to the maximum extent practicablc, which
promotes flushing. These features include: locating marinas near inlets; minimizing =$Wcdons
in entrance channels by using Large openings and by using b:reakc aters instead of solid
strictures, and minimizing stagnant areas by using rounded comers and sloping bottoms towards
entrance. In order to maximize flushing in the proposed basins it is recommended that the,
applicants consider a wooden or concrete breakwater with gaps to allow water circulation. It
is suggested that specific conditions contained in T15A: 07H "2105 would be a good starting
point. The use of a segmented breakwater instead of a solid groin would also eliminate the need
for ripmp toe protection. It is also zecommended that the barge landing area be moved farther
into the existing spoil area to allow the entrance channel to be widened to 150' at this location.
By doing so the 80' constriction would be eliminated which should result in improved flushing-
Please note that the City of Southport's Wastewater Treatnnent plant is currently in non-
compliance with their NPDF.S Permit for toxicity limits. Until this matter is resolved, requests
for additional connections to the City's sewer system may receive unfavorable comments from
this Division.
An application for a Coastal stormwarer Permit has been received and is cumntiy under
review by this Office.
cc: Central Files
,1? :I?egxonal ,Office Files
DCM-Rd Brooks
John Parker
": i:•?? riuti°,•iy???N,+??iht.•????1".Y?j? 4?.iJ: .'•.'J.?'?}S; _`,?y?! "....:??7 ... .•_ti'?:• ........''?i':i; .. w.; ;?? -c>rr,.-.......... ....? ... .... ..... ....
TOTAL P.08
J
I
} ~
7 $tructul 1 cture 2 Stru
Gatehouse N.C. STATE HIGHWAY Gatehouse 300 af-
COMMISSION
• ~ Service En and Exit tl'J' and Ex1t FERRY SLIP y
(REPUTED OWNER)
Em, io ee and Contractor •~Y contractor NRB
1 ;Par. Structure . , ECN J+ a~ NRB , ~ ao .hh~
(nfornution Center 6400 of '
- EXIt Onl y a •ab~ 6~ ~ ~ n

Pro sed Retention Basin t~or ! Po ~ s _ ~ ~
Stormwater Manes ement 8
1 2 acres Op
E PARCE
ve ment 14 acres , Future De ,
- 75 A.E.C. y , propoaed deve nt ahdl be conaiatant wi
. curre~ zonit{g at timd of devclopmen ~
! Utthze ex><sh ve etahon . ~8 8 ~
• M~~un-En into ar tyr~a as buffer ~'Y~ p t NRB Mean .Water serve ed n y
and er fe lan Passe rry ' - ~ ' # y~ .199 Brunswick M--~
R/W L D ~ ~ aug I - Serve
A~1 ECN acres ~ • ~ t.
~ 6a' Old access road to, NR ~ I Administrative offices
S e La~~ ni L1 b9s, Current zo ng 3 f ' : Warehouse and Recei
f ~ I 21 i ncom a ?~.9 ~ ~a~ p5~ '
>tndustrial which e p fi~ • 1 t _ ~xish S it Basin Area
' ' t rea the rexllalrurr~g pro~ec a R r~ N CY w ~ SPOIL N ~ ~ UNE AREA :
I O ~ ~ ~ •i't' Structure 3
5~ 1 A R~ -W Manne i1~Wntenac~ce 8000 of
S~ z- 00 RIGN •.i"~• H ~
lilt 1 r rive in Hance ~ Ma Ma to
~.i:: 't:.': i:::i ' '1rh : i ~ 1 acre
NR8 - ti0
t:t: isil~~ti ,i=: ~
l • \ ~ t.., s..., : Contractor was and loads ~S nS ~ / ,{i :fit ' ~ ,
_ _ • : „ : ~ s,. tit
bf - ~ in ~n and EXIT ~ - - - ~'Y B E C ~O PAR
develo ment t sed n ~ to ropo p tent with curre ~ os , i :t.~ it' ~ ttf i:i~tta
~ Zo ent shall be consls . ro sed devel m ARCEL A 1 p l~ po . _ - . -Structure 4- • 6 t~.' _ ! ! 't'i!'ift' ::tit"li°.... 181995
'1 at hme of develo ment ~ • land use P ~ Resort nd Resident arln ~ p • : ~ ; "t: Employee and Contactor terry OCT I i•i
I +P. 22 acres Dashed _ . ; e;i'. ;tit::=;,:. ry land~gg 6400 of OF • ~ Ji ~ ,,i:it::~. pIVISIUN
' ~ ~ Dro ff •nd stagi rrx Y~e pt :fit , 'i=t:': • NAGEMENT bul It tt"'t OASTAL MA
. o w~ty • r ai it 1ti C ,I . ~ ~ ..,ila
f • 9 1so~ - Ba a Lands and Sta area : ' r8 ~8 SmS
.W n R ~ i ~3>>
~e~ t t' _ _ ii . ~ ~
' Stru to ' . R-1 ~ ~ut~'eYlt ZOIUYIg _ ~ ri ind Resident terry h?ruGt~g • ~ ~ ii, , :i _ : ~ NRB
e ~ ~ ' 10 000 if i Ba e n i i rg La ~ t i=• 't o 0 t' ' , ~ : ' o. o.
resldenhal which exten 19 ~ ~ l:.. ,
n ~ he is to c~ umi Q " ` s r ~ i~! s 6 -Concrete bulkhead s '3 tj o i:s a
~3 N ~ ~ ~ i ! "t:I Access Channel to Marina 150 wide allows itt• PL D
h ~ , 22 • ~ • I fi=tf ' • y for both arse er fe boats and ba e t.. : 6 p ~8 r8
~ ~ f'' 2i ~ i r t. h6 . _ { ~ h.
r d ~ • za / ~.~i i• , ~ Structure 6
i` :?i t t = I : NR 6• Reaoct and ttesident waiting area ]Or000 of
! ~ - o c i lii i"ii:i• !t': iii' ~ • ,?b' ~b tips.:' ,,tt~S}t2 i ~ sifts ~t'it t' i~5'~~
a ~ _ - - :~S : i:'H:.I„ t»tiliiL'ft. ~ i 1 6 ~ ~ , ~~h -Seundi~ga prdr~d by B~,s~awick 3un?ey~g 1993
. - - ~ . _ ~ ..ti 1, e ~ _ ~ ~
_1 R 7 r 0 ~-J a 0' 0~ 0 ~ ?.60 ~ ~0 b ,'b,~h O
CIl ~ s• ;t; .•ti 1 ~ i 6 0 ~ ~ rye.
~r d d 's NRB ~ ry~ 6 s ~ i
t1. st,ti . i, i .391 6 ARxeaa Chanel baacn ~1 ekration 10 mal
. ? ~i a 6 b NRB ib~~by
~';ti . i~g, d ~9. d
l+ ~ • { T~bh ~ ~ d po ~ Pedeatna Bridge over wetland , ~y.
. r~ s»' 1 ~ ~ er buff ~ ,o~:, With vll n on cute aide' . ,
ve etahon as ~ 4 Utlltze exlshng g . ,,^1~, ,,bpe+nvcdea connection from reaidential ~ ~~e
' UPLAND y ,p^'~`~ to macula ' % y X66 i~~~?bb
~ ~ NRB NRB ~ryryy~6
. AIEA a 3 6 ~,ry1•b
~ ~ O h ~ 6 O ~ ryA~ ' i~bb i
i ECAI 6 by by ~°~O6 '
BARGE y~ LANDING ~ ' ' ING DEPT. y BHI PLANN ~ ~ .
RB P. 0. BOX 3069 ae 61
f', s ~ o ti ~ . BALD HEAD ISLAND, NC 284
~ ~ ~ ''~~6 457-5000 6 919 ~ ~ry~ti66
404 Wetland as delin ted ' ~
• t~ R Moul ands ed t ~ Vii` ~ry6 y6 Descri tlon
i Arm co s of eers 9 S ~ Y ~ i1~6 6 , ti6•
1g~o ~ .
ti ti~ 96 ~
,~ti' 1 3ti ry ,ti I
ns - Ozer rac ~ ~ ; ~ti an se a u a io ' i~~5~~ i ~Mti `y~ I
M 755z~ ~i .110 . '.°W~. i
Peroat of NRB ~ . .
ToW impervbnr Impervbnr 1 'ry~ I i CsNTERLINE OF
itakr Cove Core Acres Ohre, I I,~ UK Acre i A~. eti SHIPPING CHANNEL
Na.Wi~lr>bol
J 100X 22.0 AC AaB~ A Resort A Aelar.t r.dan8 22A AC . i ~~'L i 1
3 R TO 3pX 169 AC ~ WN R I Fawn Sf.S AC D, ~ I
r C >vr b ~ CeNnda Porktn= /.7 AC 100X 1.7 AC P ya 60X 1.8 AC
m D Adn106iarfWMr. ~ RecetvlnR 3.0 AC ` 4
14.0 AC 30X /.2 AC , _ Frhrr DwoMpat I
1 ' D 00 1540 Mitlor M~leaa 1.0 AC 100X 1,0 AC ~ N E 2 0
~ n ~ ~ ~
N cn SITE f ~ . P
~
5~ 0.14 AC j No~TH ~ PARK AyE, 1 ldormetbnCater 0.14 AC (6x100) SF 100X Q P
1~~ 0.01 AC S00 SF 100X .0.01 AC 2 Gdebare ( ) G
. J Mutt Mitnlaaa 0.18 AC (8,000) SF 100% 0.18 AC STUART ar< all Ac 6 sF looX o.14 AC
S T, / Eopbyee A Co~taetor Ferry Lon (A~) FONDALE S Doren A Rerlad Ferry LadlaB 0.22 AC (10,000) SF 100X 0.22 AC Scale:
S . q 0.22 AC 100X 0.22 AC ~t 6 Avert A Rerldait Woitlo0 Ara 1 = 200
. S s o ~ ~ G~ v ~ ~ ate:
~ ~ ~ ~ Itl~rtre~s Drawn D H: 13OCT95
W ~ N ~ F 11.0 AC Y
T , A R/ Aond~rq 11.0 AC 100X { tH S N ~ 2.o AC r 16 1995 Octo e
9 T O ~ ttrarat 2.0 AC 100X ~
I t L. ~ LAND USE PLAN
0 w Mreedmwi
0,~ Q
S P V Wedook 27J AC PFIZER T R A C T-
29.4 AC 5 pp" Spa" SOUMPORT, NO/QTh(GIRQUM
G T ~ G o o~ VICINITY MAP n N ST , w0 T 171.8 AC 37.5% 644 AC
Prepared by.- Bald Head Island Planning Department tvorcn
PFIZER TRACT SITE LOCATION MAP J

`.*tr.,4 .,esq.'-' Er'--:. r_. dYli<,<,:~ +f~G~w~ .
? ,
HIGHWAY N.C. STATE
` COMMISSION
` FERRY SLIP
(REPUIEU UWNER)
~ s
~ a,~ NRe ECM a NRB , 1'E
/ / / 'P) M s A6O
/ ECM a~ "4, i i , Aa ~ ~ d 6p g1
I / ~ Abp1 ~ 0 AA i '~p0. / / ~ 6p q~g 'Pit ~ d b 9~~ J• ~
I / p~ 1^ NRB so },1.
/ / ~ ECM o
~ TRACT 8 / ~ y ECM ~ / 9
MAP CABINET 10, PAGE 131 ~ /
~ ~ / ~ o,
~.P ~ / ,56~A~~6 r
' / ~6~~t ~ / 11',~'~
/ 6 / 5 / • d yi 6~ ~ 5 i d h 8.1 h 21,9 i
/ ti z ~ ti + + h"f'~y NRB
o~ / ~ y bO
°~o / NRB y
u1 ~ 1 ,ttt ECM ' ~ 0/ a"' 7 v ~ ryM'
1 ~yA 5~~1 / ~ / .M CENTERLINE NR8
NR8 S ~ ~ ,W + + 19.6 OF DIKE y
I 68~ • ~ ARIA r 2. g S'T`f ~ / t ~ 21 2. 19,6 + 20.0 Aw~,,11 I + ao ti~ b5
I > > 4.1 6~~
I ~ ~ ; ~ NRB S SPOIL
I R/W ~ ~ ~ N ~ CM ~ AREA 1y
1 . ~e 9 5 NRB 5~ JApgERrD
2 ~ pY 1 ,R. F,VI S T.0 + 19.3 ~ ~ R0.
0~ R1Gµ tq 'y I 19.5 + / ~ a IS ,Rl~
I 10 ,8.4 + 1 ~ N / 19.8 ~ ~ ~ .;G~
, C2 p 20.2 J ,~1 + fib' .ti ~ ~ 511E h `
NRO ~ + J 0 S , r „1//';; y 5 PARK AVE,
~ 20.1 - ~ 1 ~ t'L 20.2 NRB SII/ART Si, '
20.3 I + 18.4 ~ FONOALE
+ b + 19 1yw ~15~' 1 = A^ 5y ,p ~ ~ Q•
1 J` 15,7 ~a;; ,9.8 PFIZER, INC. NRB S'
m 19s + REPUTED OWNER ' ( ) 11,9 X04 a '~Ri ~ 91H ST' 11,9 15. AREA e~
°~+ti' 1 ~ 5ui uau + DEED BOOK 260, PAGE 374 ~ TRA T (FIRST C ) 6 ` 0 1 4
1 ~ 171.83 ACRES ~ 1e.a n NRB 1~ SQq 18.8 17.9 ti 51'
~ ~ 1 ~ T VICINITY MAP
drr + 6 i r ~ 1e.s 6 o y 51 ~b 1 "~y1ti~~ .tiy4
18.8 Uf LAND I ~ ~~e + 17.1 Aa NORTH CAROLINA
r0 + I r d 19 3,0 NRB y COUNTY
d d d ~ !gam 8 5 ,,f~~•,~~ 1` t T h1 1, OIOMAS W. MORGAN, CERTIFY THAI iH15 PLAT WAS DRAWN UNDER MY ,i p , ~31.A3~~ SUPERNSNIN FROM AN ACTUAL SURVEY MADE UNDER MY SUPCRNSION,
' ~ I ~ a ~ ro. ~ G~ 19.4 18.7 7 ai ? ~ / + M + 19.2 I o d ~ 18.2 I 1 ~ h9 O[SCRIP110N RECORDED N -----___----------------.THAI THE
' z ~ ~ 0 + 20.9 ~ ~ a NRB [RROR OF C1051NK AS CAICULAICO BY COMPUICR K I/ 20.9 t ? ~ ~ ~ 1HAT 1HE BOUNDARIES NOT SURKYED ARE SHONN AS BROKEN ONES,
u: ~ r ~ , 18.8 + rr + y °j p g PLUIDU IkOM AJIDRMAiION REIERENCED, 111A1 IIRS PIAI WAS a NRB O gyp' / PREPARED N! ACCORDANCE WIIN G.S. Al-10 AS AMENDED. 1MINESS
• , r d d r' r I rr rrrr, dr 19 1 ~ ~6 MY ORIGINAI. SM,NATINiF, RffdSTRA1Kk1 NIAIRFR AND SFAI 11NS
~ r q~ ~ r dr a ~ Ory~,k~ ' DAY a A.O.. i9-----' ~ ~ ~A1
PFIZER INC. r d 9 I- N 1 OWNER d t d! ~ 24. ~E~ ~p (REPUTED ) d RB 66 / - PLA,N y y / b 1HOMA5 W. YORGAN, R.LS. '
. ~ ' ` ~ ~ ! DEFD BOOK 29G, PAGE 1009 r d 0~ y1 ~h' b REGISTRATION NUMBER L-2518
» ` i ~ d d ~ 21 22 24.0 ~ 9 ,~0' ,`A ~byb / SEAL OR STAMP
~ik ddd ~ ? 18 2J ~ ~ i t ~ ~ N /
I ?d, ~ , ~ ~Q 1 ° ~ E uti .ad • .3~ NRB /6~6 / M~,^ ~~~Woh~Q,, S1ATE OF dd : .!p ^~y / 'l'rob / / CDUNTY OF -
~ ;r A'' d ~ `h~ ~l'/~~~?' / 1. A NOTARY PUBLIC OF TH CWNT9 AKtP STA1E AFORESARI, CERTIFY ~ t ,
~ \ -0 t a NRB 6 ~~°6 / MA1 !Hp?AS M AIORCAN, A RECI51EREtl LAND SURV[YDR. PERSONALLY ' b APPf~RFD BEFORE ME THIS DAY AND ACKNOWI.EDCED 1HE ExECUTKIN b
- ~ ' ''S' A ~ ~ '/~''L~'~6 / Or 111[ fORCGORiG NSiRUMENT. IRiNESS MY HAND AND OFFICIAL ,39 p. 'S i ~ h •A9 O'uO ,~',~by / SUMP OR SEAT, 1NIS DAY OF 19_--__-'
ECM : ~ . 5`~ 1~~ ' 6 6 / /
' ~ I UPLAND r , ' 1 ~ w ` ' tiro 6 / - 9~ ~ NRB ~ ~q^ NOTARY PUBUC
is 1 r ~~q~` 6 6 / / NY COMMISSION ExPIR[S____-__~--_- h~3 ' i SCAT OR STAMP
1 loos A , ' ,r .e:*;+ 'g~ i~ ~ 4 0 ~pti~~ 5 66 6 / / /
1 ~ r ! i CM + ~',ti 1 N,, ~ E , a., 404 sp ~ M ~ ,r ! ~ ~ry NRB / ~.b / ~ ',h b
1 OJ?' ~ + AREA + ~ r L ~ 1 °s w . d a o , ~ . ' ' ~ ~ 6 LCGCND:
1898 `~o t t d ~ 1 I ~ ~ ' I 4 i~~hb d / IP E%ISITNG IRON PIPE FOUND • ~ p• Oa i 6.6 L ( )
I Q ~ ECM d ~ ~ F 3 ' ~ ,~1.6 / / / ERB E%15TING RE-BAR (FOUND) a"~'ti ',~6 ~ ,?+q / ff.M E%ISi1NG CONCRETE MONUMENT (FOUND)
I ECM ~ t~h~ , a 4P o~~y. ~ o'i'~y' ~ i o' / NRB NEW RE-BAR (SET)
I NRB UPLAND r~ a yF 1 I ' y 06 •e / R/W RIGHT'OF-WAY
'edtg ~ + f ~ ~ R NRB ~ 9 ^ -.x: PRIZER INC. 6y ~ ,04 t'~ 1 ati yyti ~ ; ' : NRB ' '~'1kyr°O / / /
1 (REPUTE[) OWNER) ` ~A .i• f , ~ ~ 6 'ryry~~ / v ,3 /1' i~h' 6 / /
1 D.B. 260 380 ~ ~ ~ , e~ .o , 1 'h66 ~ ' /
ECM ?6gs 9 $ d i ` ti' I 6 \ ~ 1 d BARGE h,I ,,I ~ . / NOTES:
1 •t LANDING ~ F' ' / / / ~ A PORTION OF THE PLATTED TRACT APPEAR5 TO DE IN
I ~ ~ 4T 4' ~~lRB I \ Ti ~d ,d' ~ ~ ' ' IRB / / / A F1O0D HAZARD ZONE. ' / / ~ A Pf1RTIfNV.OF THE PLATTED TRACT APPEARS TO DF IN
I ~ s , .5ry AREA . , ',,pb / / IHL CITY LIMITS OF THE TOWN OF SOUTHPORT.
~ ~ ~ 16 / / ~ MAP RCFERENCE: MAP CABINET G PAGE 136,
1 ~ raRB, ~h ' titi66 / / / ,~A /
''o~.tib I ' h•`' / / / ti e / /
` 1~,•~ 1~r06
~ 1 ~ ~ y~~ / /
A.D. HARRELSON, ~ I `t NRB `~ti . 1• 06 / / /
ET UX ~ ti (REPUTED OWNER) NRB ~o ,4, ~SGti ti / / ~SGti / /
0.8. 334-56 i3po 1~6~1ne %~y~ ' ,yti / / / / ~1~
\ ~ 75s2p0•~ k1 ;~0'I; ' ~O•ti / /
~ ' i' NRB '~1' ti v ~ i~ ti~ti ','T1~ 1- / To o ra hic Survey For ti5ti / / / P 9 P
,fit a1 A, CENTERLINE OF
.'Yty ,F / h' / / SHIPPING CHANNEL ,'t• 6. / . ~ / / BALD HEAD ISLAND
' / / PFIZER TRACT
ti / / / / / / /
C. PFIZER, IN
(REPUTED OWNER) ICK BRUNSW /
V LNG INC SUR EY 1 / , /
/ ~ W. Mor an
/ / / Thomos g
/ Registered land Surveyor / ' ~ a / North Carolina Gnd South Carolina P
/ / / 1027 Sabbath Nome Rd., SW
Supply, Narth Carolina 28461 [phone]
Q / P , • , • G 200 O 200 100
/ / / / I `-200' .
SCALE FT~T
/ / /
, / / /
/ / / / /
/ ~
/ ~ I~. / / ©1995, BRUNSWICK SURVEYING, INC.
i
TANGENT CIIORU BRG / / GUL1't UEL1A GAUIUS ARC CHORD / SCALE 1" = 200' DALE 9-19-95
1 4'39'17" 5435.82 441,62 111.50 220.93 S 13'5636"W 491.0/" 1954.68 16/9.51 1628.14 895.4) N 8!13'24"L TOWNSHIP SMITHVILLE FIELD BOOK 302-06
/ / /
CUUN I Y BRUNSWICK FILE 95038B
/ / 00, SIAIE 14ORTH CAROLINA JOB NO. 95-038
/ / /