Stormwater Drainage System Plan-

TOWN OF MOREHEAD CITY,
NORTH CAROLINA
STORMWATER DRAINAGE SYSTEM
PLAN
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The preparation of this report was financed in part through a grant provided by the North Carolina Coastal
Management Program, through funds provided by the Coastal Zone Management Act of 1972, as amended,
which is administered by the Office of Ocean and Coastal Resource Management, National Oceanic and
Atmospheric Administration.

1
STORMWATER DRAINAGE SYSTEM PLAN
TOWN OF MOREHEAD CITY, NORTH CAROLINA
hghq MOFFATT & NICHOL
E N G I N E E R S
TABLE OF CONTENTS
STORMWATER DRAINAGE SYSTEM PLAN
TOWN OF MOREHEAD CITY, NORTH CAROLINA
I. INTRODUCTION
II. SITE DATA
.........................................................................1
A. POPULATION..........................................................................................................1
B. LAND USE...............................................................................................................3
C. CLIMATOLOGY......................................................................................................3
III. EVALUATION OF EXISTING STORMWATER DRAINAGE SYSTEM ....................4
A. SYSTEM STATISTICS............................................................................................4
B. DRAINAGE AREAS AND RUNOFF VOLUMES OF COMPLETED
SYSTEMS..............................................................................................................4
C. IMMEDIATE PROBLEMS......................................................................................7
D. CASE STUDY OF N 0 AND 8"' STREET SYSTEMS.......................................8
E. FUTURE CONDITIONS..........................................................................................8
IV. RECOMMENDATIONS.....................................................................................................9
APPENDIX A - REFERENCES
APPENDIX B - EXTERNAL DATA
APPENDIX C - CALCULATIONS
APPENDIX D - PHOTOGRAPHS
I

STORMWATER DRAINAGE SYSTEM PLAN
TOWN OF MOREHEAD CITY, NORTH CAROLINA
STORMWATER DRAINAGE SYSTEM PLAN
TOWN OF MOREHEAD CITY, NORTH CAROLINA
I. INTRODUCTION
The Town of Morehead City retained Moffatt & Nichol Engineers (M&N) in
association with North Carolina State University's Institute of Transportation Research and
Education (ITRE) to complete a comprehensive stormwater drainage system map and plan.
ITRE completed the mapping portion of the project using GPS/GIS technology (sub -meter
accuracy) to locate drainage structures and denote various structure attributes (pipe size, pipe
type, catch basin material, etc.) and also any current problems with the structures (blockages,
ponding, etc.). Moffatt & Nichol Engineers then took the data collected by ITRE to help
develop a stormwater drainage system plan. Within the plan, M&N addressed immediate
concerns that should be dealt with to ensure optimum performance of the current system.
Drainage areas and estimates of the volume of water handled by the major drainage systems
were also provided. M&N also studied portions of the system to determine if improvements
are required. Final recommendations were then made to the town outlining the next steps
necessary to help solve their drainage problems.
H. SITE DATA
A. POPULATION
The Town of Morehead City was incorporated in 1858. The town had a population of
6,046 persons in 1990 which was a considerable increase from the 1980 population of 4,359.
(See Table II-1) The population density in 1990 was 2,325 people per square mile which is
higher than all the other municipalities in the region. (Land Use Plan - Draft Report, 1996)
As seen from the table and graph, Morehead City has experienced marked growth in the last
few decades and trends indicate that this level of growth may continue. (See Figure II-1)
1

STORMWATER DRAINAGE SYSTEM PLAN
TOWN OF MOREHEAD CITY, NORTH CAROLINA
Table II -1 Population Statistics for Morehead City 1900-1995 (Provided by State
Library of North Carolina & N.C. Office of State Planning - See Appendix B)
Census Year
Population
POPULATION VS. TIME - MOREHEAD CITY (1900 -
PRESENT)
8000
7000
6000
0 5000
5 4000
a
� 3000
2000
1000
0
1900 1920
1940 1960 1980 2000
TIME (YR)
Figure II-1- Population Trends for Morehead City
2
%Change
1995 (Projected)
7,539
24.7%
1990
6,046
38.7%
1980
4,359
-16.7%
1970
5,233
-6.3%
1960
5,583
8.5%
1950
5,144
39.2%
1940
3,695
6.1%
1930
3,483
17.8%
1920
2,958
45.1%
1910
2>039
47.9%
1900
1,379

STORMWATER DRAINAGE SYSTEM PLAN
TOWN OF MOREHEAD CITY, NORTH CAROLINA
As Morehead City's population increases, so will the development required to sustain
the population's needs - (housing, businesses, merchants, etc.). With the additional
development, additional stormwater runoff will have to be handled by the town's drainage
system. Also, as portions of the extra -territorial jurisdiction are annexed and added to the
Morehead City tax base, these new residents will expect the town to handle any drainage
problems that may arise near their property. Therefore, an inventory of the existing drainage
structures and a stormwater drainage system plan are needed as a first step in being able to
handle current and future drainage problems and facilitate solutions.
B. LAND USE
The city limits cover an area of approximately 4.3 sq. mi. (Neighborhoods 1-4, 6, & 8
- Land Use Plan - Draft Report, 1996) with an extraterritorial jurisdiction (ETJ) of an
additional 7.3 sq. mi. (Neighborhoods 5 & 7 - Land Use Plan - Draft Report, 1996) (See
Figure II -2) Most of the downtown area within the city limits can best be described as
higher density residential (-6 dwellings/acre) with some commercial areas near the southern
waterfront and along Highway 70. The outlying city areas and ETJ can best be described as
lower density residential ( 2 dwellings/acre). Future land use plans indicate that low -
moderate development potential exists within the city limits while moderate -high
development potential exists in most of the ETJ area.
C. CLIMATOLOGY
Average annual precipitation in Morehead City is approximately 54.5 inches which is
above the average rainfall for North Carolina. (NCDC Internet Site, 1997) Average rainfall
for most months is 4 inches with peak averages of 6-7 inches in the late summer months.
(See Appendix B) Wind tides are also a concern in Morehead City. Wind tides are defined
as a superelevation of water caused solely by the wind stress placed on the water surface.
Wind tides can flood drainage outfalls and create a tailwater condition which will not allow
water to flow out of the system. A slight wind tide was witnessed during a field investigation
by Moffatt & Nichol and can be seen in Appendix D, Photo #12. As evidenced by the
photograph, the outfall is completely submerged and would not operate properly if a rainfall
event occurred during this time. Periodic hurricanes and northeasters also affect Morehead
City's drainage system with slight to extreme storm surges. A map of the FEMA 100-yr and
500-yr storm surge areas can be seen in Figure II-3. These storm surges also create a
tailwater condition at outfalls, but usually to a much higher elevation than wind tides.
3

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CITY LIMITS
E TJ
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FIGURE II-2 GENERAL SITE MAP
SCALE 1" = 2500'
THE PREPARATION OF THIS MAP WAS FINANCED IN PART
THROUGH A GRANT PROVIDED BY THE NORTH CAROLINA
Is
A
„N MOFFATT & NICHOL
E N G I N E E R S
RALEIGH. NORTH CAROLINA
p

STORMWATER DRAINAGE SYSTEM PLAN
TOWN OF MOREHEAD CITY, NORTH CAROLINA
M. EVALUATION OF EXISTING STORMWATER DRAINAGE
SYSTEM
A. SYSTEM STATISTICS
Morehead City has few natural drainage features such as channels, lakes, etc. due to
the low amount of relief typically associated with coastal regions. The drainage system is
largely man-made and consists mainly of catch basins and piping. (See Figures III-1 - III-3)
The majority of the system piping was found to be concrete, and the predominant pipe sizes
were 12 and 15 inches. During GPS data collection of drainage features, 1350 pipes which
measured a total approximate length of 22.8 mi. were found. 1080 catch basins, 195 culverts,
and 139 manholes were also located. (See Appendix D, Photo #1) A complete statistical
summary of the collected stormwater features can be found in Appendix C.
However, the complete stormwater system could not be compiled due to system
blockages and incomplete system records. Blockages and ponding problems did not permit
field personnel to record the direction of incoming and outgoing pipes in the catch basins. In
addition, only location information was collected for manholes since field personnel were not
required or equipped to pull covers. Sparse system records also required field personnel to
mainly rely on visual surveys of existing stormwater features. If scheduling permits, future
collection efforts would be improved by the accompaniment of a city employee who is
familiar with the city's drainage system to ensure that no features are missed.
B. DRAINAGE AREAS AND RUNOFF VOLUMES OF COMPLETED SYSTEMS
Again, since we were not able to compile a complete picture of all the drainage
systems, drainage areas and runoff volumes could only be compiled for a portion of the total
network. The completed systems were almost entirely located in the downtown area.
Since precise topography was not available for Morehead City, delineation of
drainage areas for individual features and systems is approximate. The drainage areas for a
particular system and individual features were computed by using Theissen polygons and
lines which were located halfway between adjacent systems. These lines and polygons were
easily created or drawn in GIS and AUTOCAD allowing for computerized calculation of
drainage areas. (See Figures III-4 - III-7)
Runoff coefficients were then computed by overlaying the Digital Orthogonal Quarter
Quadrangle (DOQQ) onto the base mapping. (See Figures III-8 - III-10) Sub -areas of like
runoff coefficients were then drawn onto the base map and composite runoff coefficients
computed for the drainage areas of each individual drainage feature. This type of drainage
area mapping would be very useful if the Town of Morehead City decides that a stormwater
utility is warranted. Residents and businesses could then be charged based on the amount of

Morehead City
Stormwater Infrastructure
Map 1
Figure III - 1
Legend
'
Pi ping
Manhole
Culverts
Catchbasi ns
-,
Bridges
Quadrant 1
Land
O
i
Water
N
A
1000 0 1000 Feet
MOFFATT, & NICHOL
41� ITR■

1
1
1
1
Morehead City
Stormwater Infrastructure
Map 2
Figure III - 2
Legend
R ping
Manhole
Culverts
Catchbasi ns
Bridges
Quadrant 2
Land
Water
1000 0 1000 Fee[
MOFFATT & NICHOL
II G 1 N F L R S
411� ITRE

Morehead City
Stormwater Infrastructure
Map 3
Figure III - 3
Legend
R ping
Manhole
Culverts
Catchbasi ns
Bridges
Quadrant 3
0 Land
0 Water
ME,
1000 0 1000 Fed
MOFFATT & NICHOL

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1
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1
1
1
1
1
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FIGURE III-5 DRAINAGE AREAS OF COMPLETED SYSTEMS
MAP 1
THE PREPARATION OF
THROUGH A GRANT PI
-1
O
WAS FINANCED IN PART
THE NORTH CAROLINA
THROUGH FUNDS
MANAGEMENT ACT
ADMINISTERED BY
0 1000 2000
SCALE: I"=1000'
,,,, MOFFATT & NICHOL
E N G I N E E R S
RALEIGH, NORTH CAROLINA
I

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1
1
1
1
1
1
1
I
1
1
1
1
1
1
1
1
1
V� ��MIII
'
alllll►���
a
'THE PREPARATION OF THIS MAP WAS FINANCED IN PART
THROUGH A GRANT PROVIDED BY THE NORTH CAROUy¢
COASTAL MANAGEMENT PROGRAM. THROUGH FUNDS /I
,l'581tfA�;oi
ow
�.� ►-
1111111 IIIIIP �111111/� 11 si/::;� � ,�
Null i111i 11",„�1- -/1■ 11111u
�111111��1 i11g,
FIGURE III-6 DRAINAGE AREAS OF COMPLETED SYSTEMS
MAP 2
0 1000 2000
SCALE: 1"=1 000'
,,,, MOFFATT & NICHOL
E N G I N E E R S
RALEIGH, NORTH CAROLINA
1 1
1

11
11
11
1
1
1
1
1
Lr
1
L
1
1
1
1
1
FIGURE III-7 DRAINAGE AREAS OF COMPLETED SYSTEMS
MAP 3
2000
SCALE:1 "=1000'
„" MOFFATT & NICHOL
E N G I N E E R S
RALEIGH, NORTH CAROLINA
1

STORMWATER DRAINAGE SYSTEM PLAN
TOWN OF MOREHEAD CITY, NORTH CAROLINA
impervious area located on their property. This would be a fair system that would charge
residents and businesses according to the water load they place on the drainage system.
Rainfall data was taken from a variety of sources. Annual mean precipitation was
taken from the National Climatic Data Center (NCDC) Internet Site. (See Appendix B)
Rainfall intensities for differing storm durations and return periods were computed using
NOAA Technical Memorandum NWS HYDRO-35 and US Weather Bureau Technical Paper
No.40. (See Appendix C)
With these drainage areas and corresponding runoff coefficients along with the annual
mean precipitation, the volume of water handled annually by each completed system could be
estimated. (See Appendix C) Below is a listing of the completed systems, their associated
drainage areas and annual runoff volumes.
Table IH -1 Listing of Completed Systems and Associated Drainage Areas and Annual
Runoff Volumes
System
No.
-
Location
Drainage
Annual Runoff
Annual Runoff
Area
(acres)
Volume
(million gallons)
Volume
(depth (in) over
watershed area)
1
S 4h St.
3.02
3.80
46.3
2
Between S 4 & 5 St.
2.24
2.82
46.3
3
S 51hSt.
2.17
2.73
46.3
4
N e St.
11.45
11.14
35.8
5
Between S 5 & 6h St.
2.36
2.96
46.3
6
Between S 6 & 7 St.
1.68
1.85
40.7
7
N Tb St.
8.41
8.55
37.4
8
Between N Th & 8h St.
2.68
2.59
35.6
9
N 8 St.
10.65
11.53
39.9
10
S 91h St.
6.82
8.89
48.0
11
N 9 St.
9.03
9.18
37.4
12
N I Oh St.
16.28
15.88
35.9
13
S I 01b St.
10.50
10.08
35.4
1
1

1
1
STORMWATER DRAINAGE SYSTEM PLAN
TOWN OF MOREHEAD CITY, NORTH CAROLINA
14
N 1 Vh St.
23.95
21.06
32.4
15
S 111h St.
10.88
10.48
35.5
16
S 12 St.
8.70
8.69
36.8
17
S 13 St.
13.44
13.27
36.4
18
S 14 St.
13.31
13.59
37.6
19
Between S 14 & 15 St.
1.59
1.29
30.0
20
S 151h St.
13.99
13.52
35.6
21
N 15 - -1 8h St.
43.30
44.70
38.0
22
S 16 St.
13.26
13.14
36.5
23
S 17 St.
10.04
10.01
36.7
24
S 181h St.
12.60
12.62
36.9
25
S 191h St.
11.41
11.43
36.9
26
S 20 St.
10.25
10.39
37.3
27
S 20 St.
9.86
10.03
37.5
28
S 22° St.
10.16
10.06
36.5
29
Calico St. Cul-de-Sac
9.33
6.66
26.3
30
Calico St.
7.39
6.11
30.4
31
Davis Place
4.60
3.39
27.1
32
Paulette Rd. Cul-de-Sac
7.58
4.86
23.6
33
S 29h St.
5.10
5.07
36.6
34
E Coral Pt.
3.17
2.17
25.2
35
W Coral Pt.
4.36
2.74
23.2
36
Salem Ave.
4.14
3.18
28.3
37
Webb St. Entrance at Bryan St.
12.89
8.92
25.5
38
Mid Webb St.
9.83
7.07
26.5
39
Webb St. Cul-de-Sac
5.13
3.44
24.7
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44
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Or.

STORMWATER DRAINAGE SYSTEM PLAN
TOWN OF MOREHEAD CITY, NORTH CAROLINA
Of course, these runoff values are conservative since some of the annual precipitation
will consist of small storms with very little rainfall and no runoff. For a more realistic
estimate of the true runoff that may be experienced, we examined 40 years of daily
precipitation records for Morehead City obtained from NCDC. By looking at land uses and
applying Soil Conservation Service (SCS) methodologies, estimates of soil storage capacity
for each drainage area could then be calculated by looking at the soil type. (See Appendix B)
These soil storage capacities were then subtracted from the daily precipitation values and any
remaining precipitation amounts were assumed to be runoff. Over the 40 years of record, an
average of 12% of the annual rainfall exceeded soil storativity values. During years of heavy
rainfall, this percentage was as high as 54% for some areas, while during very dry years the
percentage is some areas neared 0%. (See Appendix C) A small pilot study to measure
rainfall and corresponding pipe flow for various sites in Morehead City would be beneficial
to determine the actual volume of runoff systems receive as a percentage of measured
precipitation.
C. IMMEDIATE PROBLEMS
By far the most extensive and damaging problem of the Morehead City drainage
system is blockage. (See Figures III-11 - III-13) Approximately 10.5% of all catch basins
and 27.4% of all culverts ends surveyed were blocked. (see Appendix C for a complete
listing of statistics) Ponding was another serious issue with 7.0% of all catch basins and
15.6% of culvert ends exhibiting a ponding problem. However, since ponding was denoted
wherever water was standing, many of these ponding problems are more likely caused by
blockages. Structural problems are a relatively minor concern with roughly 3.0% and 2.6%
catch basins and culvert ends suffering from this problem. Photographs 2 - 6 in Appendix D
denote typical problems encountered during field investigations.
Another factor that should be addressed is the lack of true elevation data for the
drainage systems. Without true elevations, it is impossible to analyze the current stormwater
system for adequacy. Elevation data was entered into the GIS database from plans provided
by Morehead City, but this information is not entirely reliable. There are no as -built
markings on many of the plans, so elevations from these non -marked drawings cannot be
considered true and exact.
Several different problem areas that had received public complaints were identified by
the Public Works Manager. In almost all cases, some portion of the problem area had a
blockage or ponding problem. In fact, the only system that had received complaints and had
no blockage problems was the N 6' Street system. Moffatt & Nichol Engineers then
commenced a field investigation to analyze this system and one on N 8' Street.

Morehead City
Stormwater Infrastructure
• Assessment
Map 1
Figure III - 11
Legend
Manhole
no observed problem
Culverts
1
oo
�
blockage problem
no observed problem
+ poncingproblem
structural problem
Catches ns
blockage problem
no observed problem
poncingproblem
structural problem
Quadrant 1
A
Land
L
Water
N
A
1000 0 1000 Feet
®� MOFFATT & NICHOL
� w o
ITR■

Morehead City
Stormwater Infrastructure
Assessment
Map 2
Figure III - 12
Legend
M anhol e
no observed problem
CLiverts
blockage problem
no observed problem
+ pondingproblem
structural problem
Catchbas ns
- blockage problem
no observed problem
pond ngproblem
structural problem
Quadrant 2
Q Land
0 Water
rrr r rrr __
1I MOFFATT & NICHOL

Morehead City
Stormwater Infrastructure
Assessment
Map 3
Figure III - 13
Legend
Manhole
no observed problem
Culverts
blockage problem
no observed problem
+ ponding problem
structural problem
Catchbasins
blockage problem
no observed problem
ponding problem
structural problem
Quadrant 3
Land
0 Water
1000 0 1000 Feet
®, MOFFATT. & NICHOL

STORMWATER DRAINAGE SYSTEM PLAN
TOWN OF MOREHEAD CITY, NORTH CAROLINA
D. CASE STUDY OF N 6'" AND 8"i STREET SYSTEMS
Moffatt & Nichol Engineers conducted field investigations of the drainage systems on
N 6" & N 8i° streets. Fortunately, location coordinates for the stormwater features did not
have to be collected since they were already within the GIS database and could easily be
imported into other analysis software packages. While location surveys were not required,
elevation surveys were completed (See Appendix C) to obtain true elevations within the
system. The system elevations are referenced to NGVD 1929 and were surveyed from the
permanent bench mark located at the police station. (See Appendix B) Photographs 7 - 12
show the general location and topography of the N 8' street system while the N 6'e street
system is shown on photographs 13 - 16. We used XP-SWMM to analyze the selected storm
systems. XP-SWMM is a user-friendly version of the EPA's StormWater Management
Model. It is a very powerful model that can solve both water quantity and water quality
problems for both urban (catch basins, piping, etc.) and rural (natural channels, etc.) type
drainage systems.
With coordinates, elevations, and previous calculations of rainfall intensities and
runoff coefficients, XP-SWMM could then be used to model the systems under varying
storm events. Both systems (see Figure III-14) were analyzed under the 2, 10, and 100-yr
storm events to determine system adequacy. Results showed that both systems are at least
partially inundated by all events. (See Figure III-15 for 2-yr storm results) However,
recovery times are quite different for the different return periods and range from 13 - 46
hours. These results were computed allowing free outfall at the outlet pipe; conditions under
a high tailwater at the outlet pipe would even be worse.
Unfortunately, very little can be done to alleviate the problems with these two
systems. The low relief does not allow for steeper gradients or for much larger pipe due to
cover constraints. Also, there is no area currently available to install off-line detention
facilities or any other BMP's. Nonetheless, procedures and policies can be enacted to at least
stop additional runoff from being placed on these already overloaded systems. If further
development or redevelopment does occur in these areas, measures such as pervious block
parking lots and other runoff reducing solutions should be encouraged.
E. FUTURE CONDITIONS
Since there is almost no true elevation data available for the Morehead City drainage
system, behavior of the current system under future land uses is not possible. However, to
alleviate future problems before they start, Policy 1 under Section 3.270, "Stormwater
Runoff' under the Land Use Plan which seeks to promote use of semi -pervious materials for
paving, retaining natural vegetation along marsh and waterfront areas, etc. should be
followed aggressively.

STORMWATER DRAINAGE SYSTEM PLAN
TOWN OF MOREHEAD CITY, NORTH CAROLINA
The policies that are outlined under Section 3.420, "Desired Patterns of Urban
Growth", which seek to maintain low -density development, will also be beneficial in
controlling stormwater runoff if closely enforced.
IV. RECOMMENDATIONS
The first improvement that Morehead City should consider is to take full advantage of
the existing investment. All blockage and ponding problems should be corrected first, with
remediation of structural problems following the system cleanout. Since the inlets along
Arendell Street are maintained by NCDOT, the Town should attempt to have NCDOT
maintain their system more aggressively. Perhaps this could be done by the Town on a cost -
reimbursable for NCDOT.
Second, while the systems are being cleaned, true elevations of system components
should be surveyed. Pipe inverts and sizes, catch basin inverts, grate elevations, system
connectivity, etc., should all be collected while personnel are in the field. This information
would be a significant addition to the drainage system GIS that we have created for the Town
of Morehead City and would greatly enhance its usefulness.
During field investigations, it was clearly evident that most of the debris that is
clogging the drainage system consists of lawn clippings, leaves, and other yard waste.
During two separate field investigations two weeks apart, Moffatt & Nichol personnel
witnessed a catch basin on N 6' Street became clogged as a result of yard waste. (See Photos
#15 and #16) Public awareness campaigns through newspaper articles, public meetings, etc.
may be needed to persuade residents to dispose of yard wastes by approved means other than
raking into the street.
Once these problems have been remedied, elevations of remaining system structures
should be collected. With the completed GIS database of the entire drainage network,
analysis of the entire system under differing flood conditions with current and future land
uses can then be simulated to determine proper solutions. Output from these models such as
impervious areas, discharge loads to the system for each resident, storm elevations, etc. can
then be placed back into the GIS database for one complete system that allows for better
management of town resources since all the information required is in one place.
Furthermore, a complete GIS system could be used to evaluate various management practices
and their impact on stormwater quality and pollutant loads to surrounding waters.
N

4529
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359
128
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FIGURE III-14 - XP-SWMM SCHEMATIC NETWORK LAYOUT

-
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System
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io
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STORMWATER DRAINAGE SYSTEM PLAN
TOWN OF MOREHEAD CITY, NORTH CAROLINA
APPENDIX A
REFERENCE MATERIAL

STORMWATER DRAINAGE SYSTEM PLAN
TOWN OF MOREHEAD CITY, NORTH CAROLINA
REFERENCE MATERIAL
U.S.D.A. Soil Conservation Service, Soil Survey of Carteret County, 1987.
U.S.D.A. Soil Conservation Service, Technical Release No. 55 - Urban Hydrology for Small
Watersheds. 1975.
U.S. Weather Bureau. Technical Paper No. 40. - Rainfall Frequency Atlas of the United
States for Durations from 30 Minutes to 24 Hours and Return Periods from 1 to 100 Years.
USDOC, 1961.
Malcom, H. R. Elements of Urban Stormwater Design. NCSU,1989.
Wanielista, M. Hydrology and Water Quantity Control. John Wiley & Sons, 1990.
Haan, C. T., et al. Hydrologic Modeling of Small Watersheds. ASAE, 1982.
NCDC Internet Site. Rainfall Data for Morehead City. 1997.

STORMWATER DRAINAGE SYSTEM PLAN
TOWN OF MOREHEAD CITY, NORTH CAROLINA
APPENDIX B
EXTERNAL DATA
Population Data for Morehead City
Monthly Rainfall Data
SCS Soil Mapping
Bench Mark Information

State Library of North Carolina
Computer Assisted Reference Service
109 E.7om Street ± Raleigh,'NC 27601.2807 919-733-3270
Customer:
Johnny Martin
Moffatt Engineers
2209 Century Dr., Suite 500
Raleigh, NC 27612 RG`�
Subject(s): APR Q4 19971
Population for Morehead City 1900-1990 CO &ti
Source(s):
Census of Population
Notes:
For additional information contact:
Government and Business Services Branch
State Library of North Carolina
Date:
April 21, 1997

PUBLICATIONS OF THE
NORTH CAROLINA HISTORICAL COMMISSION
LEGISLATIVE REFERENCE LIBRARY
NORTH CAROLINA MANUAL
1931
COMPILED AND EDITED
By
H. M. LONDON
LEGISLATIVE REFERENCE LIBRARIAN
RALEIGH
NORTH CAROLINA HISTORICAL COMMISSION
IGSI
OBSERVER MINTING NOOSE. CNAPLOTTE. N.C.

P
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i
I
I
I
I
I
I I
I
CITIES AND TOWNS 133
POPULATION OF CITIES AND TOWNS—Contilluerl
City or Town
County,
1930
1920
1910
1900
klanhville..............
Uni......................
033
828
499
349
Ill atthewa--............
Slaupin...............
5I«klenhurg..... ---------
Pitt.....___-----
434
310
396
378
.
auq.................
____.__.----------
Greene ...................
________--
61
141
Slkl aatmr................
aYodan...............
II kie,es ........_..___._..
II«kineb................
1.948
386
1,846
I,J97
1,$86
I,974
874
Sl.Yaville..............
Imes ....................
797
536
345
904
98
\I ehane................
klerry ...ka............
Al.. ce-Omn e..........
1.368
1.351
693
219
SMdI ....... ............
J.b..t u.................
Juhnatoo...... _._..__._..
222
222
118
18J
74
61
kI WJlcaar6........
...... .....
Vance__._._._..._.___....
139
IN
117
169
kliddlesel..............
Nub ....................
$59
697
467
kli1'. ...............
klitwnnket .............
Ceswell..................
Northampton.............
314
321
373
197
419
..._.-•490
klincral Swing..........
Union ............... _....
114
84
..........
86
. -••'-
Aunt Hill' ..............
3leeklenbur[.__....._____...._......._.
...
104
192
kl«luville______________I
kloncure
Davie...._...............
Chatham
- I,SW
I,N6
1.063
745
...............
klonr«................
. _....._
.................
Union......... .....___...
144
6,I00
136
4.084
100
4.082
..........
2,427
klonlmuma•...___...__.
itchell
Cleveland ................
.......70
kIoo,es1219
Cleveland ................
228
228
199
-400
44
H4
%I".horo.........._•_
klw6ea llC t ..............
kl«canto
Cartel ...................
Carteret
619
1,533
.............
..................
.................
3.483
6.001
6.001
2.958
2.858
Y,
2,039
Y, 712
2.151
1.928
1.too
U orriMtoo_____________
r
WakB.re-
Wake_.._._____._....._..
Iso
Hiii
His
100
..............
tl'lord
orti
Caldwell...............
50
BB
261
.................
I «ven.. ..............
Uount Airy ............
Anson ....................
soon• ....................
045
6.1,011
731
4.97S
498
844
3.723
447
•
Uount __._._.__-
Montgomery.
975
395
�395
Holly-ead
1lount Holly -----------
---------------
2.254
2.695
.29-0
523
5A
Mount Olive .......... .•
Wayne:.__.__.•___..._..•
W ...............
2,
2.297
Y,
071
1.071
count .......
barrus.•
Caaarrus.................
838
770
4517
44
450
inPleasant—Island
�Ioureest Island•.......
Gutand.........................000
...
___...621
347
809
450
dur(rmLoro_.._..... ...........
HcrUorJ .................
1,000
...
021
609
t07
,l,.I1, ...............
Cherokee ------- _---- ____.
1.61t_
1,314
977
604
icaa 'lead .............
Dan..__.......___...._..
39
imbville...............
Ccbo
Nash ....................
1,137
....................
939
750
_...._..._
479
..................
kleDowell................
237
243
too
ia.Hill --------- ......
\Fake--------------------
._____....
.......
__..^
ba
______..__
ew Hern
i.......... ....
Craven
11.981
..__
1_.198
9,961
._.._...._
6,090
iewland...............
Aver) ---------------------
328
289
Gew London............
Sternly ...................
246
228
.........
312
------
299
iewport...............
Ieaten ----------------
Carteret ------------------
Catawba_________________
481
4.794
404
3,021
321
2,316
328
1.583
Grove ----------
Sampson_________________
250
125
73
75
Ieiew(0n
o Ii..................
Warren ..................
761
673
Iamb Lumberton.......
ltolwson.................
453
367
----------
________._
forth Wilkob«o.......
Wilke,...................
3,688
2,363
....._....
1,902
.......
918
I«wood...............
Stanly-------------------
1,452
1,221
928
663
)akboro................
Sunl•._.__._____........
421
282
)ak...
City ...............
Alartrn..............___..
481
397
..........
251
._.....
115
)ukley.................
Pill, ......................
41
49
57
Ad Fort ...............
McDowel................
866
931
779
_______.__
253
)re Hill ................
Chatham .................
....... ...
........
94
I................
Pamlico ....... _.--.___...
601
..
607
645
..__...___
300
)rrumrienlal
.................
lio4zon._._.._._---------
209
86
214
hford
)star ..........
Granville._._.......
4, 101
3, COG
3.018
..........
2,059
'aetolm................
Pitt ..... ..._.._.
349
210
154
52
'almyra________________ I
Held ....................
91
103
94
131
Towns amrked • are not listed in the C. S. Ceuua, 1930.

North Carolina State Library.
Raleigh
The Eighteenth Decennial Census of the United States
Census of Population: 1960
Volume
CHARACTERISTICS OF THE POPULATION
Number of Inhabitants, General Population Characteristics,
General Social and Economic" Characteristics,
and Detailed Characteristics,.
Part 35
NORTH CAROLINA .
Prepued Hader the supervision of
$owAEo G. BaUNSMAN
Chiel, Population Division
U.S. DEPARTMENT 'OF COMMERCE
LUTHER H. HODGES, Secretary
BUREAU OF THE CENSUS
RIcaA" M. SuMMox, Di.. .. (from May 1, 1961)
• _ Roaear W. Buacrss, Director (to March 3, 1961) - , .

' .-PO NCLIC
'I'iblc a. -POPULATION OF ALL INCORPORATED PI.ACFS AND OF UNINCORPORATED PFS OF 1,000 OR MORE 3940 TO 1960-Ctn.
_ _ _.. --.._ �_.I`. V, dmotr>b 4.t4vwrtwnW p6m„ A.ta+.k (') denotes u i.mtpontd P�9 u.dv 2,S W IamtN L m utwniaH us] • • •••..
1960-.
--1w0,�
-^^--, PLa--•....
..� County ......
•-1fN0 .•.
t%D"
two"
W].a4
. .............
642
339
4"
L.vEem ......................
UAU ..............
.. No
339
3%
.......................
0ux.r........................
vb................
31451
1.1s3
_ ^768
L.'Lmgtm .....................
Lnd.m............
1 !093'
1:4Js
li'm
I'3Q
IO'm
9m
C rnblx .....................
Nort➢uptm.........
in
3"
320
LwnY.............. .........
R•molp➢............
.
G.tm........................
Nonb..pW .........
21
I.4
1.21s
23,069
" ...
21,313
tdE.vi1.1•........... .........
LLUI.•t,,G
A..................
»m.tt.............
b3]
1,;IQ
6m
Lodi
3%
914
G•.WnE......................
Gu..i]E....................
Wtm..............
Gu................
37,2%
460
In
' m
....................
LL.olntaa....................
[LmE.............
f,6m
•, ly/
' Sr I"
1%
4,R]
22<
Gtsatm.....................
Stole...............
IQ
us
IQ
Linden........................
DawrLm..........
Gib.. ........................
ScotLod............
!01
609
435
LttWtm..:..................
»13T.3.............
1,@<
1,373
1,200
'
GSb.o.vL1L...................
Al.�aw............
Odu...............
1r784
lt6bb
1,753
Imu.t........................
v.rtee..............
Sunly..............
21.1
216
in
Glu A191w...................
eurb...............
734
693
667
Itw w•eb....................
Bir4wlet...........
1@
...
...
01.e ww. (a) ................
Wuac•............
- 2,418
...
IO'W % (0).................
'4cen.v......................
% ..................
llY
2,M
'
2,2%
1.489
Godvla........................
Gold PoLt
ow- .rl•.d..........
Motu..............
119
98
145
132
in
IQ
L re Ark (U).............
hull[..............
..➢.m6............
1'1K
1,383
...
....................
Go3d.D.m
V.Yw...............
..do'm
21,45t
17,274
. .....................
FSt.tL.............
2'su
2,%5
2,309
.....................
Ge1d•tm......................
Cutb..............
374
771
416
1.11........................
G..tm ..............
2,784
2,313
1,826
Gt.b.........................
ALmm.............
7,M
5,@6
4,339
1..m........................
Vil•...............
498
300
405
134
362
196
Gnfae.r......................
Lmlr..............
in
2,644
1"
2,286
120
l,a"
LICE' Or W..................
lumwrtm.....................
R.W............. .
Row...............
.13.303
9,1e6
I'm
Gru1u P•1E.................
Gnniu Ourry
G16w11............
Raen...............
1,059
391
553
»Mmv13E...................
G.tm..............
74
1,060
w7
................
G....bom....................
G S .rd............
nq'm
74,389
59,319
»Dv........................
sees...............
w
78
127
Gn.avinit...................
Pitt................
-22.860
16'' 4
12,674
Rf.::•n......................
tvm...............
'61
4"
136
370
104
367
Griftm.......................
(Emir ..............
�1 tt
1'&6
RO
4M
AceL.fuld..................
»em.........................
E6e.ce.es...........
V.r.ea..............
in
no
I"
Gria.Lad....................
................
Pitt................
J62
<14
4m
»SEm.......................
RaHwbu..........
1,912
1,789
1,683
Gtev.r........................
CLv411..4...........
538
535
469
Mvmli.......................
Dtplie..............
Us
583
730
blSf........................
»lifm............ .
m
]46
374
Wd.n........................
MW" .............
2.m9
I'm
1,Bm
R..Sltm......................
M IA..............
565
R4
524
Mmly.........................
Moon...............
hn................
09
SCf
ISO
03
249
m
R..l.t.......................
Arbn Ll.n4 (U)............
RSewmd............
Cu+wnt............
4,46D
1,362
5'w
1.24
51111
...
M.vuo........................
»reanuvdu.................
N9r%b .p .........
106
113
95
Atfcrp.......................
Im.11.............
322
.J74
344
M tut.....................
Row...............
239
%
71
8.rt91L......................
S..p.m.............
259
147
•••
»rive........................
ft w ll............
3' <5
2,740
2,889
B.rnl]n11E.................
wrtfotd............
In
167
I5
»reb.11......................
»dLm.............
926
Im,
90
1,"
1,160
517
IW..I1.......................
»rti...............
117
1"
- IN
r s111.....................
»43sm.............
Uoim...............
1,3w
1,2m
1,001
wv.lo.k......................
by Riwr (U).................
. ..............
Waves............
2,433
1,410
...
1,175
...
...
»r.M3L....................
»tu.v.......................
»ekl.aeuts.........
- 6m
. S89
AN
WT.ville ....................
cl.................
428
3%
336
ft r .........................
Gtww..............
295
251
274
R•nood.......................
Cestes..............
m
169
IV
61.rim........................
Rem...............
Roekiwm..........
1,753
2 366
VA
3,246
I'Sm
2,J2t
walwa4.....................
»3voW.............
I'M
1,%9
1.508
»ym.a.......................
892
as
732
wed... .....................
V..e................
1 'm
10,9%
7,647
mmill............ ..........
Saw................
wed.»mvlu ................
Klan..............
3,911
2'm
6.1m
2t0%
3,381
1.9f9
mill...................... ••••
............
...............
2,J64
2,068
2.06C
Klnf.rd......................
aL '.......................
Armiaa•..........
hLvba.............
19r3u
14,735
13,167
hem O.b ....................
(3ld a.............
77
3"
Iw
310
in
m
lli.kmy Pan (9)..............
huvba.............
3,274
...
...
K...........................
JeWftm............
170
=7
182
maN (U).............
Uuvb..............
1,f41
...
...
Wall, mw....................
V.m................
Sod
4y
w:
sul'.........................
Rieb Peiat....................
mom...............
0dlf.rd............
39.1
62,063
RS
39.973
569
38,01
KddL........................
KNuf. Mill (U).............
Nu➢ ................
UN..............
I'M
...
...
v.t^.btu.....................
8t¢b...............
no
as
3"
Kdwy Ark (U)...............
Wiev..............
41164
ms
3,7m
317
...
329
Rf11•bme.....................
L.et...............
1,349
1,329
1,311
MLlekPd........................
hmu.............
311
302
250
tl.bem6.......................
»liiu............ .
610
603
629
mLl.ub ............
Nwtw.ptm.........
111
135
..
m
wKt.e................ I......
............
3"
390
395
Mu.t+1 spftw ................
Ord................
ErE...............
2,379
I'm
1,60-.
R.Il7 Ride..... ...............
Wla,..............
731
I'm
...
w.w..,......................
8o11Y SprSoes.................
V•b ................
558
406
3%
Mmzw........................
0vi................ ,
L.d.11.............
10,882
6,918
10,140
7,121
6'"
Roobrtm.....................
Row MSlE
Gd. ..............
G,l,,dplrl'm
3"
ltlm
233
1,077
u9
900
MOO.n11E ...................
,l9..Wd city.................
hruwt............
1:m
3,144
3,69:
....................
8n Spriw....................
..........
»Wm.............
m
721
m
M lWlll.....................
wrb...............
91w
an
B,3u
221
7.67f
wd..........................
CdL ll............
1,536
922
w
N 11L... I...............
W.b ................
..�
emt•i•YSIE..................
»ekLnbuw.........
1.004
n6
70
Mortlat......................
hams............
3
no
u
601.
Q
602
Imo. a.s..................
vam ...............
3"
m
308
232
u5
%
!belt........................
M.ut Airy....................
Av.m...............
3orry
7,053
7,192
6,M
Irm Sutim..................
udY.m. ter
LSnoeL.............
Nortbulptm
%S
60
758
nNmt Gu ..................
...............
MOlu............
1.229
1,2m
n!
..................
I.9bm SPr4e................
.........
Maori...............
24J.
2"
1"
M.mt wsy.......... ........,
Wtm..............
4,07
2.241
2,05:
J.ak•mv11E...........
Wlw..............
aotn
3t%0
8"
Mamt 0u ....................
v.Yw...............
41673
3,732
2,929
J.r. city (U)................
J.a.t
Cnv.t..............
n.,. r.n............
1,474
1,247
:..
- 74
..
...
. Meat M.%................
hesme........... .
1,0<1
1,@9
1,m5
....................
J. W `L
» =..............
re
$29
1"
Kr .w ..................
Nervfmt............
2,643
2.149
I.S%
....................
J.ff.nw
bb.................
814
3"
304
AvWO........................
Cwrobe............
2r23f
2.433
Item.
.....................
Jme.vllE
ANC...............
1,89f
1,768
1,733
Nu➢n2L.....................
m.➢................
1.42J
1.3@
1,173
....................
duyiur
sm.m.............
L74
136
74
v9.. wn......................
C.vw..............
ii13,W
Is,=
s,81:
.......................
L®Ptw(03.................
fhwme............
Romv
34,647
2e,4y
..:
N.vl•vd.......................
N.v lmdm....................
Awry...............
Sully..............
564
435
471
2<:
s.1f9N.......................
l ...............
wnio..............
J
4%
N.
m
s61
676
676
Ast
5,4P
2.m.v1W...................
Dtplu..............
4
72<
674
671
571
............ I...........
N.vim........................
mu.m.............
huvw.............
6o658
6.039
s..y
JoNo.tm............
1,147
1,s9
1.095
Nwtan Gtsrv...................
Suwm.............
- 4"
374
3P
.........................
Arwre111...................
r..YQ .............
2,%2
2.3%
2.103
Nalit........................
V•rrin..............
927
no
V4
3m
74
12,.
sill bv11-11,...............
sills. ibmua................
Eri................
Cln.l.od...........
2W
Boom
...
7,206
...
6,347
Moawa........................
wrt➢ wl.mt (V).............
RSemm4............
Wem......... I....
8,328
3.948
..,
[Corm .......................
LroC•..............
44oR9
le,Jw
15,388
Nora Klro.r.m (U)...........
. V.m................
1.995
1,=
...
sittws
V.ro................
123
in
lw
Nor[➢ NI3b.W...............
VlLe...............
4,19'I
4,379
4,471
......................
sole➢u.L....................
V. ................
622
"1
332
Wariow .......................
swy..............
1od44
I'm
I'R!
K. 8 ,Ud ..................
Nell M.ewer.........
M
23
...
O.kbon.......................
SuntY..............
5a
Tu
Ul
538
5c:
51i
IllGr.r.e......................
Umir..............
2,03
I'sm
1.647
O.k CIty............ ..........
» &l ..............
17
58
21
Lb lun.....................
RutesrfoN..........
233
174
212
hkay........................
Pitt................
Lk. Nacm .................
Calumpu............
780
V5
429
Oe.0 I.E w.ab..............
2maevl9k...........
3
TM
Ga.i.........................
Nw ...............
1,70
1,817
1,6.0
Old ftM ......................
-
11, .u............
7v
512
m
S90
SJ:
Lrole Wnes.•t (V )..........
low ...............
1.::;
...
...
Grievul......................
.lo_L...............
2W
17.
.................. ......
Ales ................
...
...
Or
R
E.br........................
Norm.mem.........
U9
u9
iT2
369
. (U).....................
Ono (U).....................
rll............
Cuawrl.M..........
5,20'2
.Q
...
..
I.tt3mn.....................
CE.•L.d...........
257
286
IQ
OeWd........................
G-111,,...........
6'm
6.665
3'"1
Em91 Mt ...................
Mm..............
to
3%
in
Aeviu.......................
net................
In
>o
263
67
361
9:
Eunnww....................
Gcet1.M............
8t242
7,i1<
31685
Aim"........................
&I'r............. .
262
275
24
Lvna.l.......................
cl...IALlId ........
m
w1,006
AnuCo.......................
w.ufon............
63
'L.b.1W....................
RakLlc...........
6'A"
4.G45
1.286
Arbr.6ure...................
S..p.m............ .
906
52'P
44;
EmL........................
Gla.9s............
10,2V
7,888
7,59s
Arnm.......................
ROWSM ............
406
LL'
Emn........................
Rl.amd............
125
t'A
n9
Arm. .......................
6.r[L..............
3m

'PC80-1-A35 /
N.C.
�.3
;t
1 ;
i
r
t '
CHARACTERISTICS OF THE POPULATION
N umber of Inhabitants
NORTH CAROLINA STATE LIBRARY
RALEIGH I:
MPOSIToRY ITEM
datkonam
U.S. Department of Commerce
BUREAU OF THE CENSUS

Table 5. Population of Places; 1960 to 1980—Con
TI
IF. th"a a bauldoiss of it p and plan Im" 1970. em roNe A. for nNo of symbols. tol Mrodwtloll
Incorporated Places Incorporated Places
Census Designated Counties Census Designated Counties
Places 1 1980 1970 °d0 Places
Molls dlY____________________ union ____.________.... ..
11 639
11 252
10 882
Rkhfl.N to n .._....... ...... S.....................
377
306
29(
741
•581
...
WAlosA toww ................ Omrove ...................
825
935
1 071
Hanlon dry ................ CN.MaN.._.....__._____._
60s
...
...
Aidl Sauon tam ................ Nemamp................
1057
1 254
I IL
MownWN town ................ MAN ....................
8 575
8 808
6 914
Aomakl Solon all.............. Nafox ...................
Id 702
13 Soo
13 32(
Magian kill (Con ............. Wan ....................
1 552
...
...
Aobblm dry.................... .....................
1 256
1 059
1 294
Mammtl Grytam ............. Conw.....................
A 359
5 233
5 583
NbbkawlN rove. ................ Galaln................. ..
1 370
777
583
Ma9onrol ary ................. Own ....................
13 763
13 625
9 166
Nbmmwll. rom............... Mon .....................
1 981
1 910
1 684
Ma9mtwn (CDP) .............. Alemme .................
1 989
3 S47
...
Rm"hom ask. ................ ANnmon6..................
8 300
S 852
5 $11
Wa4 ....................
251
12D9
222
RUM/ mwo..._.............. ....................
1 339
999
94
M9Mn rover ................... Amon ...... ........ ._...
765
562
510
Rodry Mcunl ary ................ Wal.................
61 283
3A 28A
32 Id7
Muum m H. (CDP) ............ HeMwom.................
1 387
...
..
5dgeoonot W. 4 ..........
17 078
15 252
14 825
mm Mar Aiy .................. S .................. ..
6 $62
7 325
7 055
"Al" ON. n1...............
24 205
19 032
17 322
Maml Gvew town .............. Mmr9ooe ...............
I A23
1 206
1 229
Rolry W raven .................. Woke ....................
381
'533
350
Mount HMN dry ................ Gonan ...................
A 130
5 107
A 037
Rmda raven .................... WA.A....._..............
457
45
SIG
RoUr loom .................... WANkyr.................
795
6A9
771
Marl Omlows ............... Told .................
A 876
A 914
A 673
Rolski ra.rll ................. Scoot ............
1 227
1 23S
13S6
Duoln IV. el ..............
7
42
29
......
Ross ARl lows .................. DM ....................
I Soo
1 All!
1 292
wore tot..) ..............
A 869
6 872
A W
Roumory (Con ................. Ha6fa....................
1 $28
...
...
Mount Knoml town ............. Coomm...................
1 210
1 17A
1 W I
Ressvemd )UPI ................ wan....................
A 003
...
...
M.4b" (Con ................. WA......................
2 270
...
...
A. row. .................. bvemAvw ...............
$12
A07
619
Murfrmeaara town .............. Hen ..................
3 007
•A 118
2 W
4.*M marl.................. Rose. ..................
1 841
1 358
1 .06
MumM town .................. ClWons..................
2 070
2 082
2 235
MYrM Gen (CDP).............. New Hom.n...............
2 552
...
...
RoAbon aly .......... P u _._........ _........
7 532
5 370
5 I67
Non Nead roar) ................ Don .....................
1 020
414
...
Nn w raven .................. leme ....................
276
347
452
kini roan .................. NaN_....................
2 678
1 670
1 423
Hull HAS town ................. fareynh ...................
1 336
...
...
Nomua town .................. Bm.ndRk .................
639
...
...
Aum town ..................... Rumnfa6.................
381
360
319
New W. dry .................. Gam ....................
IA 557
Id 660
15 717
k9rl Hopi caw raven ........... Awb ....................
1 108
...
...
RmNAvedem ro.n.............. ................
7 434
3 265
3 392
New Now (CDP) ................ WaA ....................
6 711
...
...
St. Peal I9ml.................. Roae. ..................
1 639
1 Oil
2 2d9
Nw How(CDP) ................ wan ....................
6 685
...
...
St. Suphem (CDP) .............. Calowaa ..................
10 797
..
...
Nwrond twn Ross ............... ....................
574
56A223
Salsm(CDP) ................... IwkA ... ...__.... _......
1
...
...
Nw IArNm Now. ............... St. ............... .....
ASA
735
Sdan (CDP) ............. .._.. Swry.._..__.____..__.....
157S
575
...
...
N Con
rown .................. Overact.........__......_.
1 887
883
1
861
Bdl
N. Rr oryOmbve ...................
S 62A
7 699
...
S lam ..____.__.___.__ SooqPW ..................
N9
569
. ...................
Nmm dry .................... Caoveoa ..................
7 676
857
7 857
6 658
Sekooa al........__......._.. Aawm....................
h"'
677
3I 677
21 515
11 A]
Neman Gov ram .............. Sw ..................
569
977
SakNa ary _._....__...._.__... Pat .....................
SA6716
NWlirm mwn ................... Warm ...................
901
937
977
Son1aN dry ................... (n
16 773
11
2570
12 53
NUman town __________________ RN1Wak..................
252
757
•I S7
220
Seroro9e town.................. Whin_...................
Who ....................
381
391
677
A09
Smdvea NAII tom .............. most As ...................
834
1 Bad
069
1 611
1 WA
Nash 11.6�1C000wd (CDP) ............. One. ...................
10 765
'12
1"
Secaow ................. Nam . ...............
687
Nosh IC(C ............. Con,. ..................
1 $32
1 350
1 199
2
(man
No
Seomn (CDP) .................. New Nnax...............
3 627
...
...
...
...
ll
Nonh Hngaoos (CDR ........... ....................
1
997
1997
1
mint ................. AveWroh..................
Some
762
356
101
Nam WJkocaore rain ........... wilk ....................
260
7 760
3
197
A 197
to
$cNW ram .................... Mmerin ..................
6 761
6 356
7 102
Nawmd man .................. Soon ....................
5.
1Bla567
096
1568
1561
'
tom .................. SI9Ny....................
559
5B1
Senn OAalAtwn..._.___._._._. lard .................
57
...
...
Cos GN .................. Mann_......_............
OaIva
A75
578
375
Amry W. k) ..............
7
...
...
ON. ton
6mNlown............ 6'MAmA .................
143
]B
S
(Pi. kd ............
67
(C
Opaen (CDP) ...................
all
2 752
...
...
Sam Sprklpslwn.............. W
ISO
307
Md)lNmm4..............
Om fan roan __________________ MaOaweY .................
75I
676
7B7
o__................
Nkk
Shodm rain ................... Namamo
309
313
356
10
710
........__....._.
Shoso faw rain ............... 6rmcad ......__...... ...
A3
...
...
Orlolral rain ........... ..... .. Pain ...................
336
us
SNbm ram .... .............. InmveA ...... ..........
dB0
597
59)
A80
Gmm town .................... Na. ..................
179
131
Dn1oN dry .................... Golow ..................
7 607
603
7
979
6
SNmWwq town ................ Torol .IN..._..........
997
789
490
Nnrem town .................. Bmaa.......... ._.......
IB5
218
262
Idanxwmilt
11
79
Panlinrom................... Rmessn .......... ...... ..
550
906
906
Nm Il(o
7
260
Pa DwN
(CD191
AM
7 A10
267
3 367
.ml......._......
W6. Ipt.................
325
310
296
l wl.................. .........._._......_
rain .................. Morn__._................
377
323
SIvRsy ........ ....... ..... Onwvei..................
IS
325
16 376
17 698
698
"
SolI.. rows .......... O'AAod
731
...
ANGdIY
Sk rain .................. OaHam ........._......
AAA
A 620
A
A ASS
Flonson ....................
PvU)dad 19m................. Rmm ....................
506
$56
563
562
SRmr Ct 1(➢ ............... N4.............. .......
1 678
...
...
...
PmbrokA rein _________________ Raaessn ..................
699
7 69B
982
1 9B2
1777
Wks P
Smossom c IC. ................ Nn Hagnr...............
7
...
...
Smossn WAa9e ................. RN
47
................. 6wkc Ross.................
1 64
o....._........_......
Skin ............._._..
192
205
205
205
117
PPawkm l(CD
1Nkpte6N (CDP) ................
1642
239
1239
311
1525
isidI xeelin..................._
Sov. HN tam................. ..................
7 37A
208
677
6 117
WA A ....................
norrow. solo .............. Wan.....................
310
G.
Snow Nil town ................. Gnn ...................
1376
1 1759
1 oq
Nrot M.I.Mman ............. Aoon....................
090
1935
1 309
1
South INmmt (CDP) ............. Damn ........... .......
7 068
Z 125
7 786
Nnb1uN raven .................. Moan ....................
935
570
509
509
nol (CDP) ................. Moon ....................
7 631
1 0_ad
056
1
Soo, x Finn rows .............
1
5 977
5 190
Hm uk"
Ran lawn ........... Cannel ...................
64
...
D......................
Sooth SNn rem ............ OA. .....................
395
...
lAni
Rn(e.N town ................. �Am ..................
917
983
833
Swlh ............ Gomm ...................
A 767
767
718
7 718
7
Pneloan rows .................. NdUaM ................
3 4S
1379
379
1 372
Cn (Co
South 4oNeba9 (CDR ...........
2 531
1
.762
..
...
Pw Volky lCD%________________ N. xanwer.....__.._..._.
7 U6
...
...
...
vWovms ......__......_......
Sw N 9ma ....................
2 384
$13
1220
1 0I7
Sow City .n ...............
day .................. 6nmaMk .................
1 801
1
1
. lows __________________ MenYMMw..... ...........
1058
1 94e
1 514
W.
Sour Wddo.................. NNo ...................
1 687
1 630
630
..7
...
lh Oak Onow ...................
d 056
...
...
Sa0lm twn _........_...._.... Alplwa .................
I 47
1 10A
100
itnk " ' ... ..........
Nnk N6 town .................. SenN ....................
457
SUN lawn .................... .. ................
'95938
I42
I41
Npoh 1r .............. m ...............
1 899
...
...
SpUcr m.n .................. Rowan__._____.___..__.__.
lsU
2 91A
7 072
1 904
P n ...CDPI
twn._CDP)....___..... loss .
..................
1 332
I ...
1 .IS
215
ssot
Naeanr Gamin Won
1 991
...
...
Somcx Mamr....n........... Gnrm ...................
169
Sao
.•.
Hmssnt Nil )............... WA*I.._____...........__
Wku....................
270
1 27A
...
SpMOIA rain .................. NInMaN......__._.......
A 7dd
7 BAB
A 087
r .................
................. a ................
A
A 774
A
Spno; No (CDn ................ ...................
1 Ada
2 330
Nnymoum
rwn................... Arran ..____.........._.__
. A ...
762
330
Norm
SorK rover................ Na.... _...............
1273
1968
336
1110
PHkrm
okwN dry ................... OwNaM..................
520
518
...
...
...
...
Wks
Some lab roan................ M.&.9
...................----------------
1 282
2 333
2 504
.................
319
656
416
Slow twn.................... Rallolyh..................
304
239
260
Pooror Toll (CDP) ............... CMane------ ._------- —_
2 76A
...
...
51.0*. lain .................. urn ....................
1 826
...
w loon ................ Brow ....................
2q
259
Sm.NNtown.................. ....................
47
A11
It . .
PmaArm town .................. )ammo ..................
030
I
165A
9d8
SIanIAY Iwn.._....._.._...._.. Gamin ...................
Go..
7 7d1
336
3 1]d
1 980
PnNaN town ................. Ad9namb.................
150E
SOS
65A
ll r. .'.(Ross ............. NoO. ..................
- 2a5
I797
SO
Sw'onocICDP1................ PnMI ...................
S
2 367
1138
C ............ Dmmve ...................
CN
d
...
...
.58
.............. M
920
869
897
697
Rannkie
onad .......Con
.................... Nac .........._____..___.
3 630
3 IS
3
SWI...1o.n
Aoo..........___.....
w ._......._........... Mmroanxy ...............
816
ary .................. wake _____..............
,
250
I51 252
'121 830
93 931
51.1
Slave dry.................. keoel ....................
622
IS 637
007
'-3 068
SA5
19
It o
Rarlw ram .................. RaWdaS...............
-1 161
328
1728
1151
259
Lorernlc Wm I(Dn ............ keaa _._.................
1
'7
...
.so
21Nmon 1om.................. CmaNand ----------------
723
105
505
65B
RokAs dry ................. ................__
2 156
1 311
1 372
Stem Ipan ._.._..._.___....... Gfa ..................
222
127
Id7
:21
Go....ossios
9aMe town .................... Gocrin ........_..__.._...
1 1]A
7 092
...
Sranddc an ..........._.Ross GWIom.........._____....
1 070
...
...
RaNmm min ................. Roassn _____...._.._._._.
83
...
...
Sraw.w roan ................. ................
I OSA
1030
951
RN On lwn .................. No" .....................
314
359
...
$'.m raven ................. hosxQ
360
335
216
AN Sam9e lows ............... Robce ..................
3 607
7 383
2 767
...................
Resin Nary ................... Aod.,N ................
12 d92
13 636
Id 267
$lay PakH (Con YAeaMW
1 150
1 001
1 015
Raaen raven ................... Robe. ..................
178
...
...
............... .................
Sro.a lwn ................... Gnaw ........_____.....
,I?
A05
M
RaNNn ram .................. Total_................
727
78A
837
Swn..f.W (Con. Gafad..............
Suet eeoe rover .._.__..._... 6 -ok .................
1 680
30"
...
108
...
MAI
6WkA (01. A) ..............
300
312
- 328
SM GN so— .................. Pe'nve....................
391
1"
7"
Costwa Co. n).............
427
171
509
$1. UPI ............... 11k." .................
5 586
1 966
2 189
35-26 NORTH CAROLINA NUMBER OF INHABIT

1990 CPH-2-35
1990 Census of
Population and Housing
Population and Housing
Unit Counts
North Carolina
9
NORTH CAROLINA STATE LIFRARY
RALEIGH
Issued December 1992
U.S. Department of Commerce
Barbara Hackman Franklin, Secretary
Rockwell A. Schnabel, Deputy Secretary
Economics and Statistics Administration
J. Antonio Villamil, Under Secretary
for Economic Affairs
BUREAU OF THE CENSUS
Barbara Everitt Bryant. Director

- - -
Table 9. Population and Housing Units, 1970 to 1990, Area Measurements and Density: 1990-Con.
If.6va,rA» earr.y liYadad mwa W -pW IrIH-
aa.ny a mwrr» ..n91.r en.. ra .,..aa
w »a. a.ra..., a +n•wa ...
.
9ayJ.lon .
_` . i»r1•9 aie
1990....wrnr»an
1990 6a»iry
Tod.
tod.»
9o94.N.W-
6a.rAa.:la9f-
Place and [In Selected States]
County Subdivision
1990
19M
1970
IM
1980
1970
Sao. kha -
S. .des
Sane 66aaraa
S.rt6 nit
SAA- �»+�. S9a.. W.
sa 4amr.
Saaa..d*
la».r dry. Smiy Carry--------------- --------
194
1590
...
54
15.9
6.1
24.0
e35.{
290.E
IS7.0
I" 6»dh a 6r.a ACaws _____________--
3 916
1 e4
693
619
{ 616
2 967
1 717
I8.3
7.1
670.0
I.rq Ywn la»---------------------- ----------
3 2n
] 561
] 360
1 476
1 665
1 197
5.7
!.!
f./
7.7
566.5
596.7
1 47.0
1 790.0
258.E
758.]
7150
Buk. Cary ----- .-._- ------- ---- --------
358
310
269
I53
128
100
.6
.2
.6
5.1
.2
2.0
$62.9
1 Y5.5
251.E
659.5
Cala.beCwuY------------------------ ----_
2 811
3 2"
] 091
1 319 �
1 337
1 073
11
2.0
S60 C
lay6.9 b . k.i Cary --- __------------
3 037
3 238
2 961
1 a4
1 051
9W
4.9
1.9
4.9
1.9
619.3
134.0
1 S98A
335.0
217.1
14.0
370.4
L,e Va4y ...a. bedal CO." --- ----------------
67
55
40
76
35
19
S
6.1
2
16
.5
6.8
.2
2.1
397.E
1 060.0
123.1
low9 dry, Cane CM.ry ........................
2 704
-2 917
3 307
1 126
•1 Iso
1 028
17.6
6.6
11.a
6.1
6t.0
IW.6
59.9
59A
l..o i. CW. L6.6 tarry ------ -
1 W2
41
.
IA
IA
.5
666..
1e40
83.1
787.E
]96.f
lim»r..r. Maan Carty__....-__ ________
931
1070
{IO
397
45
n6
1.7
.5
1.7
.7
"A
ISSI
79A
71!
Irri.r 469. b . lobe» Corny ...... - .... .-_
IW6.ar» dry, Robe. Carry____________________
IW
18 601
171
19 241
117
16 961
s0
7 606
63
6 $34
A'2
S 42
31.3
.7
13.1
31.1
110
598.1
1 550A
597.9
24.6
4.9
47.1
NUMri. Ia n. Ge1»(anry ___________________
630
961
950
713
716
171
3.0
1.5
].e
1.3
IA
7]0.6
319.2
94.0
170.5
61 .1
4"
M.MfieN l.el [d9.mnbe Carty ................
493
504
536
232
n8
203
1.3
.5
.5
.7
12S.7
r3.7
53.7
130.1
III
w
39
AI
32
.7
2.A
.3
.7
2.4
.9
60.8
109.9
17.9
67.1
Mda low, Aew Carry______________________
98
133
14
43
52
4
.9
Mnle»..Ae CD9. Oa "Carry___________________
115t
1176
...
A68
A29
...
16.1
6.5
16.8
1.2
{.S
4.7
1261
177.5
3W.0
]7.9
7t.1
A1a»ro.q YlartnCarty_______________________
14
153
119
69
70
4
1.2
7.3
.$
2.3
.5
73
nee
731.3
42.7
375.'
372.
A1.6a haw, fadn9ba. Carry --- --------------
2371
2606
2019
1042
1a4
64
2.0
2.0
2.0
.1
731.7
13.0
)8.0
1951
Magi Vale/.o r, 1bl•oa6 Cou9y _______________
I85
202
...
156
105
...
2.7
.1
1.0
2./
1.0
376.1
76.7
767.0
111.1
319.1
wwp Wa gg6n(arry______________________
767
572
61A
319
275
207
Abibn b+n---- -._.- -------------------- -__
2 576
2 $76
2 416
1 023
936
105
7.4
2.9
7.3
7.2
23
2.8
352.6
357.5
9191
919.3
14.1
I42.1
us,
365.E
Cmmvbn(arry-------------------------- ----
2 576
2 576
2.16
1 023
954
IoS
7.3
2.8
-
.1
-
-
-
-
Ikwln Cowry --------------------------------
-
991
-
9W
...
47
-
64
-
Y7
...
216
.1
6.1
1.6
4.0
1.5
208
660.7
171.0
26.1
456.1
63.E
Mont»»au Da. Crory__....._._-------_ __
70
t.9
1.1
2.9
1.1
71.0
187.3
294.i
Marh.e..... fab..on Cary ____________________
]06
6 765
3 686
3 n5
2 256
1 605
1 271
6.3
3.2
61
3.2
$16.1
1 729.3
111J
113.]
]9l
Auri» o1y, A40a.e1 Carry ------------------ -_
AbAye (q, Vroar Cwxy _.._-_.-____.____-_
3 287
] 366
...
1 776
1 771
...
11.6
6.S
II.f
1.J
4.5
3.J
265.A
910
]79.]
765.2
M.roal .a.4 M.L. Carry____________________
8W
109
962
387
375
382
9.6
4.0
3.6
1.0
4.8
La
335.6
WSO
9/.1
97.1
258.
74.
Mon 1S1 la+a, Mode»Carly--------------------
l oft
2126
1623
46
$65
617
578
{A
1.7
6.4
1.7
659.1
1 186.2
171.6
.64.
AbdMle low, Uri" Carry _____________________
2 020
2 011
1 405
155
735
•1 162
17.{
6.7
15.6
61
47.7
1 IA9.t
1
6Y.
Ab..b M CM1, iw Igo. Carty ------ ----- ---
7 010
-3 729
...
2 687
602
...
293
31.0
12.3
31.8
12.3
629.I
1 IW.B
67..6
167.
A31.
M.-t.- l .M-k%-knq Carry----------------
17 651
1 64
in
5 330
114.1
176.1
46.
Mmenlow..- .... - ....... ...-..-__-.___
2 313
2 711
I us
an
957
42
5.1
2.0
1.6
5.1
4.6
2.0
1.1
45.3
470..
I M1
II$.S
.56.
RoMun Cary ------- ------------ ------ --
2 14
2 S85
I Us
821
910
42
4.6
.2
34$.3
1 065.0
111.7
235.
5»6ad Carty -------------------------------
209
126
...
67
47
...
.6
3.9
.2
1.5
.6
3.9
1.5
633.6
1 47.7
3071
am.
M.»6m aa.a fo k,4-Carry _________________
2 All
2 627
2 675
1 201
1 160
992
1.9
1.4
.7
495.6
1276.3
218.3
561.
Mayarl.e Mn(oany----------------------
892
$77
912
393
34
300
.7
240A
am
Melia city --------------------- -.---- ------
6 75/
2 782
2 $73
! 017
1 on
665
e.6
7.7
3.2
3.0
8.4
1.1
3.2
3.0
54.0
556A
1 45.6
1 623.0
24.5
602.
M Cary .... ...... ..... ...-.....___.
6 269
2 603
2 387
1 W6
94
803
.2
806.7
! 429.0
351.7
1 ass,
0r (arty ________________________________
45
379
186
211
161
62
.{
.2
.6
ASeie l.w, Moe CaNy _.....-___-.--------
310
390
...
129
ISO
...
3.1
1.2
2.9
1.0
1.1
•
110.7
617.0
71L6
147s
93.1
134.7
117
4!
42
Mkmaal. Idrna. Carry_------.---------._
A11
636
700
19I
1W
65
In
36
1.0
1.5
..
1.5
.6
1/.3
1U.1
41
4
MdMyq.aw, VaaA Carry . ..........
171
16s
169
St
]4
t31
1.6
.6
.e
1..
.6
1Jl..
1 ne.7
S25
Nidd.aea ee. MmA(arty---.----.---------
n0
937
7n
31s
11.9
6.3
11.9
6.3
159.6
613.{
65.6
I10
Mira Ca.k(ID, w carry_..._--------_--
1781
nS
101
91
.9
.3
705.6
617.3
1071
07.9
323
Ault» ».a C.s d Cab----------------------
I85
235
n5
97
119
.9
3.9
.3
1.5
3.9
1.5
681
11/.]
AOma»n 1»d.wr, lurk. Carry---------------
24
171
...
231
A W3
2 579
...
66.9
q.l
46.8
18.1
247.2
6".1
U.5
$7.5
126
226
Mir W wr a Wd 64W (o»ry------ ---- ------
11 567
3 3"
7 915
2 617
...
2 527
1 $14
1 ass
...
$89
13.0
5.0
12.9
5.0
263.$
679.E
117.E
171.7
302
Asad.vi. I..a. pay
Mean dry, 0don (w"
16 127
12 6W
11 282
6 347
A 47
] 1]S
76.5
16.1
75.9
13 9
2.1
49.!
96.3
1 I60.7
267.E
11.)
194
I4
___________________-___
Mamp ew, k-w» Carry ------ ------------
693
161
531
516
505
261
7.2
2.1
7.2
Asoaaba. dry. O.a.bd CW W------------------
294
605
14
167
6.6
15.3
1.8
5.9
4,6
15.3
1.3
5.9
61.9
609.0
167.3
1 579.2
31.3
24.9
10
45
/Aaaeri. e... kale Cary --------------------
9 317
5 575
a am
3 808
3 630
3 069
13.4
5.2
IU
5.2
129.6
133.8
$91
156
M.a.ea Sala C09, Wdiaa Corny ..... - ...... .....
1 736
1 552
5 233
002
3 206
43
1 9n
1 773
7.9
3.0
64
2.6
e69.1
2 325.6
471.5
1 223
391
M. aMAw Gry �. Came Cary ----------------
6 066
15 085
6 359
13 74
13 625
6 $58
5 229
3 97A
43.3
16.7
63.3
16.7
34.4
M'3
I51.5
AAMW» dry, lay tarry__---.-.----__--__.
$1
67.7
176.2
731
4
A9m1i law . ...... .......---.
1 022
251
2W
5W
113
75
ISA
$1
15.1
Va U."N---_------------------------
I On
251
2W
502
IU
1A.9
S.1
38
33.7
WayC.rry .... -i--__------_--------------
SW
765
562
255
287
217
17
71
1.1
27
i./
1.1
185
t18S
536.2
S36A
707 0
259
I25.1
321
nl
Maven r.ww, Ma»Cary.......................
Marren Ilan. C09, krdwa» Cary --------------
1 898
1 387
...
64
655
...
69
12.1
2.7
A.7
b 9
12.1
2.7
A./
175.1
705.5
74 6
108.]
171
Martan Vw CW. Car.'.ba Cary --- ------------
3 697
7 I36
..
6 41
325
7 375
1 311
] A17
007
] 007
1 4t
166
18A
6.3
q6.1
1115.9
706.6
4 6
14
M.rt A v dry, s. Carry----------------------
Marl Ciiea6 w.n, MmrarrrY (wnry_._....-____...
1 n6
1 423
1 286
521
5a6
42
e.l
].I
I
8.1
17.3
].1
{A
141
40.6
6110
1 U7.6
1811
42
._.�.__..
7 710
A SM
5 107
3 24
1 742
1 621
18.0
7.0
7
0
2
7
6
8
5
9
9

m
m
m m m m m
PRECIPATATION DATA FOR MOREHEAD CITY(7AKEN FROM NCDCS INTERNET SITE)
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
NOV
DEC ANNUAL
YEAR
(IN)
41
PNI
fU
PN!
P1
LN]
M
P1
PNI
P1
L11
(IN)
315570 MOREHEAD CITY
2 WNW NC
1948
IDS
241
3.20
6.54
6.53
7.92
6.14
315630 MOREHEAD CRY
2 VMW NC
1949
0.99
4.58
1.54
2.09
000
13.24
9.57
11.72
9.75
1.31
3.05
267
60.51
315M MOREHEAD CITY
2 VMW NC
1950
1.03
222
1.23
214
4.34
111
210
6.23
1.99
4.02
3158M MOREHEAD CITY
2 WNW NC
1951
0.56
4.23
3.91
3.71
1.54
6.26
375
2.82
5.30
129
315M MOREHEAD CITY
2 VMW NC
1952
2.44
4.79
4.01
3.08
377
1.65
5.25
5.68
182
2.52
7.14
2.62
47.60
3158W MOREHEAD CRY
2 VINW NC
1953
4.94
5.68
5.12
1.49
4.69
7.70
5.77
W27
4.33
0.87
4.88
315530 MOREHEAD CITY
2VMW NC
1951
&58
1.31
3.03
248
4.74
0.62
6.51
5.77
3.98
2.62
2.26
4.82
41.72
315SM MOREHEAD CITY
2 WNW NC
1955
256
1.70
2.68
141
250
1.58
620
22.45
21.42
1.67
2.14
0.69
67.31
3158W MOREHEAD CRY
2 VI78V NC
1958
2.11
4.62
3.54
3.35
6.97
7.44
4.45
4.21
5.96
8.67
0.91
0.74
52.97
3155W MOREHEAD CITY
2 WNW NC
1957
2.46
3.71
3.86
0.25
- 4.07
3.81
1.11
327
6.45
218
7.24
5.00
43.72
315530 MOREHEAD CITY
2 WNW NC
1959
4.11
255
4.44
5.81
5.11
7.85
0.61
9.11
4.54
9.60
2.83
374
60.61
3155M MOREHEAD CITY
2 VJNW NC
1959
2.22
4.05
1.40
2.83
8.50
3.97
4.06
6.75
IN
665
31WW MOREHEAD CITY
2 WNW NC
19W
5.47
6.50
345
3.60
4.38
3.84
9.56
1.66
4.60
1.80
128
183
47.97
3158W MOREHEAD CRY
2 N/NW NC
1961
1.65
4.28
751
556
4.07
5.31
2.64
6.63
0.17
1.79
1.62
315830 MOREHEAD CITY
2 VMW NC
1962
4.78
1.59
5.63
5.38
3.90
9.30
4.59
7.37
5.70
0.93
6.31
4.72
60.14
MUM MOREHEAD CRY
2INNI NC
1963
3.70
5.02
1.13
253
218
6.43
8.50
1.21
2.59
4.55
5.68
251
46,u
M58W MOREHEAD CITY
2 V4JW NC
1964
6.87
6.25
1.53
5,43
3.25
2.64
9.30
4.62
5.48
4.58
0.89
1.73
52.57
3158M MOREHEAD CITY
2 V84W NC
1995
1.40
3,95
4.50
1.30
243
550
9D6
3.09
2.33
2.77
1.24
1.15
3872
315830 MOREHEAD CRY
2 V0NW NC
1998
5.50
4.04
3.71
0.49
925
10.24
10.76
4.16
6D0
2.10
1.37
3W
61.22
3168W MOREHEAD CITY
2 VAAV NC
107
4.29
&37
0.32
2.56
3.80
2.23
9.12
653
1.95
2.15
1.40
4.35
43.95
315830 MOREHEAD CITY
2 VMW NC
1968
5.22
1.32
2.05
374
286
3.77
9.45
3.84
8.09
9.48
4.7/
211
58b7
3155M MOREHEAD CITY
2 WNW NC
1%9
2.75
347
4.69
1.88
1.B7
4.87
9.66
327
355
1.69
2.77
5.74
4621
3158M MOREHEAD CRY
2 INNW NC
1970
2.61
4.57
5.42
1.65
3.00
3.47
8.31
527
303
3.77
2.62
2.73
46.45
31500 MOREHEAD CT'
2VMW NC
1971
5.87
&W
5,52
3.63
4.20
3.43
5.27
9.98
10D0
11.44
1.97
1.55
67.05
31SM MOREHEAD CRY
2V44W NC
1972
5.20
9.14
3.35
1.08
9.42
3.83
9.14
5.16
5.15
3.58
7.74
4.45
67.24
3158M MOREHEAD CRY
2 WNW NC
1973
4.66
4.86
2.88
3.97
4.40
5.20
1.74
11.33
165
1.64
0.92
11.40
56.73
315830 MOREHEAD CRY
2 YOM NC
1974
3.63
4.31
3.27
3.35
6.23
5.41
1.94
858
4.10
3.39
246
4.12
50.62
31SOM MOREHEAD CITY
2 WNW NC
1975
4.74
4.79
2.26
4.64
3.82
5.06
6.39
4.25
6.89
3.76
1.59
6.54
SIM
315530 MOREHEAD CITY
2 WNVI NC
1976
3.24
1.74
2,59
0.51
5.71
fibs
6.69
10.64
4.19
&98
3.45
6.24
55.86
315M MOREHEAD CITY
2 VMW NC
1977
2.91
1.95
5.54
1.43
570
3.59
5.08
273
5.29
4.76
4.68
4.63
45.13
315630 MOREHEAD CITY
2 WAN NC
1978
6.91
1.43
4.09
&62
4.71
1.80
8.17
352
0.31
2.19
5.05
3.65
47.38
315M MOREHEAD CRY
2VAM NC
1979
9.55
5.54
3.06
2.43
5.49
422
7.16
275
820
I.W
4.73
3.75
58.76
3151M MOREHEAD CITY
2 VMW NC
1%0
5.92
2.10
6.47
200
1.67
5.15
9.05
211
5.52
4.57
3.31
1052
59.19
3158W MOREHEAD CITY
2 VAJW NC
19BI
1.93
- 2.01
IN
0.61
10.53
1.44
7.12
12.22
0.82
0.56
252
6.17
4967
315SW MOREHEAD CITY
2 VMW NC
1952
9.30
5.73
5.69
3.13
1.05
5.73
6.70
3.95
7.18
3 W
316
t86
60.08
3158M MOREHEAD CITY
2 WNW NC
1983
3.54
10.61
10.02
5.30
3.13
4.10
4.31
2.90
4.61
7.38
9.15
5.24
70.37
315830 MOREHEAD CRY
2 VMW NC
1964
235
4.16
5.03
3.83
10.34
6.94
6.54
2.60
15.06
0.74
157
2.23
65.39
31W30 MOREHEAD CITY
2 VMW NC
1985
3.77
7.14
4.25
0.64
5.66
2.27
6.05
5.92
10.58
11.55
10.64
1.13
69.61
31MM MOREHEAD CITY
2 VINW NC
1986
3,87
1.78
1be
0.33
1.42
- 4.34
7.10
14.73
1.73
278
335
SAS
4952
3158W MOREHEAD CITY
2 WNW NC
1987
7.39
3.57
5.10
3.16
1.10
2.61
4.45
953
7.52
2.86
6.34
1.91
55.54
315830 MOREHEAD CITY
2 VINW NC
1988
6.88
3.68
3.02
4.48
7.06
115
3.83
11.70
2.49
3.22
2.63
1.55
53.89
3158M MOREHEAD CITY
2 V44W NC
1989
&88
7.93
5.95
2.32
111
7.51
10.95
12.71
6.22
2.43
584
315830 MOREHEAD CITY
2VBNI NC
1990
3.16
2.27
2B1
3.13
5.98
028
4.09
4.20
1.30
4.66
273
316
35.77
315830 MOREHEAD CITY
2WNW NC
1991
0.41
1.35
4.53
2.79
380
5.81
7.66
10.62
512
5.35
1.63
4.69
62.69
3158M MOREHEAD CRY
2VMW NC
1992
BAB
3.18
535
1.54
527
264
11.50
3.25
467
5.64
2.97
315830 MOREHEAD CRY
2 WNW NC
1993
5.84
4.40
5.59
2.94
1.46
3.41
3.09
4.51
5.82
11.10
3.66
3.02
S484
31MM MOREHEAD CITY
2 WNW NC
1994
&90
1.62
5.63
0.40
S.35
4.68
3.60
5.56
3.30
6.63
5.65
7.56
56.09
31 SBW MOREHEAD CITY
2 WNW NC
1995
7_34
4.19
227
1_S8
1.82
8422
2.28
588
6.92
6.15
3_40
149
52_01
TOTAL RAINFALL•
20F44
181.38
180.75
130.68
197.87
21623
28821
31TAI
261.74
203.65
181.21
1B5.86
2178.90
AVERAGE RAINFALL PER MONTH
/.49
3.94
4.02
278
/.21
/.50
i22
8.78
S57
/.24
3.78
3.95-
54.47
54./8
NOTE: A BLANK DENOTES NO DATA WAS AVAILABLE
CALCULATED BY
AVERAGING ANNUAL
TOTALS
/ '
CALCULATED BY ADDING MONTHLY AVERAGES
/

11

County. North Carolina
151
:TABLEI 16.--SOIL AND WATER FEATURES
("Flooding" and "water table" and terms such as "rare," "brief," "apparent," and "perched" are explained in the
text. The symbol < means less than; > means more than. Absence of an entry indicates that the feature
is not a concern or that data were not estimated]
Hap symbol and'Hydro-I ' '
soil name i logici Frequency j Dura- (Months i Depth I Kind Months lInitiall Total Uncoated Concrete
AaA------------ 1
C
'None -------
Altavista I
I
I
C
INone-------
1
Augusta
.;-
AP ------------- I
B/D
IRare-------
-
Arapahoe
1
AuB------- _____I
A
INone-------
Autryville 1
1
c
e
Be , Bf•,
Beaches 1
1
BH--_------_—_I
D
Belhaven
IRare------'
1I?'
±_
Bn*:
Beaches. I
I
I 11.5-2.5iApparentiDec-I
I I I I
--- I --- 11.0-2.0IApparent'Dec-I
I I I I
--- 1 --- 1 0-1.OlApparentlDec-,
I I I
___ 1 __- I+.5-1.0
1{{ " Newhan--------i A INone-------I --_ --- >6.0 --- ---
! I I I_-- I ___ I I I
j, ByB------------ A None_______ 4.0-S.OIAppareatlDec-
--- iModerate iModer
--- lHigh----- iModer
--- iHigh ----- iHigh.
--- iLow------ High.
1D-20 i 20-48
I
I
I
I
t
Baymeade
Cd*. I
Corolla -------I
D
I I
-__
I I I I
I __- I ___
IRare-------I
I1.5-3.OIIApparentIINov-MaYI
I I
Duckston ------ I
A/D
lFrequent--- lBrief
IJan-Decll.0-2.OIApparentlJan-Decl ---
1!
CH, CL--- -----I
D
(Frequent ---
lVDryef
IJan-Decl +3-1.OlApparentlJan-Dec' ---
Carteret
1
I I .1
1 I I I
CnB----'_------I
A
'None ---___-I ---
I --- I >6.0
i
^..
Conetoe
I
Co ------------- I
D
I I
IRare-------I ---
I. I I I I
I --- 11.5-3.OlApparentlNov-May' ---
Corolla I
I I
I I I I
1
CrB____________ I
C
INone___-___I ___
1 ___ 12.0-3.OIApparentlDec_Aprl ---
Craven I
I I
I I I I I
It
CT ------------- I
D
IRare------- ___
1 ___ i+.5-l.Oi ApparentiJan-Decj 4-10
1
Croatan 1
I
!
Cu*-; Corolla ------- I
D
IRare------
1
Urban land. I
t,
f.:
I
DA--------------- I
D
I
lRare------
Dare
11--
sn ,
pe_____________I
B/D
INone ------
y
Deloss
I
I
See footnote
at
end of table.
--- i --- 11.5-3.OiApparentiNov-May
-- I --- 1+'5-1.OIApparentlJan-Dec
I I I I
-- i --- 1 0-1.0iApparentiDec-Apr
6-20
High.
--- !LOW ------ iLow.
--- ILow------ ILow.
--- (High ----- 'High.
_-_ (LOW ------ lHigh.
I I
--- ILow------ILow.
' --- (High -----(High.
18-24 ',High ----- iHigh.
I ___ !Low ------ !Low.
i 36-60 iHigh ----- iHigh.
I I I
I --- iHigh ----- iHigh.

' t 152
Soil Survey
' TABLE 16.--SOIL AND WATER FEATURES --Continued
0o inn
' Map symbol and!Hydro-I
soil name I logic, Frequency I Dura-
__� croup I F tion
I I I
' D--------------'
D
;Frequent ---;Brief
;Jan -De
Deloss I
I I
DO ------------- 1
D
(Frequent --- 'Very
I
;Jan -De
Dorovan I
I I long.
'
Du
I
A/D
;Frequent ---(Brief
;Jan-Dei
D------n
I
' Fri-- -------------I
A
I I
'None_______(
I
pp I
I I
GOA____________1
B
lNone-------1
I
Goldsboro
HB-------------I
D
(Frequent ---(Very
IJan-Dec
Hobucken '
I I brief.'
' KUB ------------ I
A
'None-------IKureb
I
LF
Lafitt 1
D
I I
'Frequent ---'Brief
I
)Jan -Dec
e
to
I
I
Ln
Leon _________'
B/D
I ' very
I I long.
None -------
Lu*:
Leon ----------
B/D
None ------- ___
'
Urban land.
Ly------------- I
C
'None ------- '--
Lynchburg
' MA_____________I
Masontown I
D
(Frequent --- lLonq___
I I
Mc*: I
Mandarin------'
B/D
1
I I I
(None-------' --- '
- Urban land.
'
Mn _____________I
Mandarin
B/D
Ixone-------I --- I
I
Mu -------------I
Murville
A/D
I I
(None -------I
' Nc*: I
Newhan--------
A
I I I
INone-------
' Corolla -------I
D
(Rare -------
I ---
N--------I
Newhan
A
INone ------- I '-- '
1 Ne*: I
Newhan________I
A
I
'None ------- I
i
See footnote at end of table.
I
I
I
I
I
'Nov -April
!
I
I
I
I
Depth I Kind
:1 0-1.Ol Apparent) Nov -May; ---
:I +1-0.5IApparentl Jan -Dec' 4-10
I I I I
:11.0-2.O1ApparentiJan-Decl ---
l >6.0
12.0-3.Ol Apparent) Dec -Mari ---
+1-1.0IApparent'Jan-DecI ---
I I I I
' >6.0
j +1-0.5Apparent!Jan-Dec; 15-30
I 0-1.OIApparent
1.0-1.5
1.5-3.5
aov-npri
(Nov-Aprl ---
I I
'Dec -Marl ---
Nov -Apr) ---
I I
Dec -Marl ___
I I
Dec -Marl __- I
I I
Jan -Dec! ___
--- >6.0 --' ---
--- I1.5-3. OIApparent'Nov-1
-- 1 >6.0 1 --- ! ---
--- 1 >6.0 1 ___ ! ___ I ___ I
I Total
--- i High ----- i High.
1 10-30 'High ----- 'High.
--- ' Low ------ ILow.
I I I
--- ILow------ ILow
I I I
IModerate )High.
I lHigh----- lHigh.
--- ILov------ ILow.
I I
>51 kich----- !Modora
--- IHigh----- High.
-----High.
--- (Moderate IModerate.
--- ;Moderate IHigh.
--- IHigh ----- !Moderate.
--- High ----- ;Low.
--- 'Low ------ 'Low.
--- (High ----- !Low.
--- (High_____ !Low.

i Carteret County, North Carolina
' Map symbol andlHydro-l-
TABLE 16.--SOIL AND WATER FEATURES --Continued
' soil name I logic Frequency ; Dura-
1, laroup r_
' I i
Urban land.
' Nh------------- I A INone
Newhan I I
NoA, NoB-------I B INone
•-: Norfolk I I
On ------------- I B INone
Dnslow I I
' PPante o-_-_---I B/D iNone
9 1 I
PO-------------1 D IRare
' Ponzer
yl Ra--------------
I B/D iNone
Rains
_ I 1
Ro- D INone
t Roanoke 1 I
' Se -------------I
C iNone
Seabrook I
' - StA------------ I B INone•
7 State I I
' Tm ------------- I B/D INone•
Tomotley I I
i To ------------- I C INone-
' Torhunta 1 I
WaBn-----------i A iNone-
Wai WWasda--------I B/D IRare-
I I
WuB*: I I
WandO---------- I A INone-
' land. I I
153
Depth I Kind Months iInitiall Total Uncoated IConcrete
steel
i In in
>6.0 i __- --' --- _-- IHigh----- II,,.
I I I I I I 1 I
I_-_ I I I I ___
1 I I4.0-6.0IApparentIJan-Marl --- IIModerate IHigh.
I I I I I I
_-- --- I1.5-3.0IApparentIDec-Marl --- --- IHigh-----IHigh.
I I I 1 I I I I
I 0-1.01ApparentlDec-Apri --- I --- I
High ---- -IHigh.
i I I I
1 +.5-1.0IApparentlJan-Decl 9-12 118=24 iHigh ----- iHigh.
I I I I I I I I
--- 1 --- I 0-1.01ApparentlDec-Marl --- I --- 'High --- --IHigh
I I I I I I I I .
0-1.01ApparentiNov-Apri --- iHigh----iHigh.
I I I I I I I I
--- i --- 12.0-4.OiApparentiDec-Mari --- i --- iLow------ i
IModerate
'-- I --- 14.o-641ApparentiDec-Mari --- i --- Moderate iHigh.
I I I I I I
I
--- 1 --- 1 0-1.01ApparentiDec-Marl --- I --- IHigh-----IHigb.
I I I I I I I I
--- i --- I 0-1.011ApparentlDec-Apri --- I --- ,iHigh ----- IHigh.
>5 0 1 I I I I I
I I I ILow IModerate.
I 1+.5-1.OIApparentlNov-Junl 3-7 17-14 IHigh ----- IHigh.
I t I I I 1
I I I I
--- I --- I >5•0 I --- ___ ___ ILow------ IModerate.
' I * See description of the map unit for composition and behavior characteristics of the map unit.

Jed
(irLei68A 1964 .
VERTICAL.CONTROL DATA )y7AD 340764 ?:.' HE f3
N.C.
•. Elf the : '' LATTM3OeE'Yjb'.TO 35'OO r•
Coast and Geodelic'Survey LORO1TIrDE.`16'30'.•TO 7T'0011
SCAlOdtl oAluw or 1121 DIAGRAM '1)I 1 , - BEAUFORT
' u.t. es,mear P ee+idaa. r .
j e,«ar w«nitw.nd. ` LINE 1D1
:.RECOVERY MOTE. BEN64 MARK R �•'__..._.....__.. ... _. _.__,_._.._—_.............. ..._._..___. ._.. _.. _
'• stibi'North Carolina County' Cortereb
I City booty Carteret. Chief d Padl S. Dies
....mdtown At Norehemd City R•oiwy Date April 1960
Tidal disk + Sumptns.E M 1 1927
LCS i
cod
t forehead City :at.tho intersection of Evans and
in top of a 21-feet-high:eorerete wall at the south,
h at the .Sth.,Street entrance to the; city hall, .27
• goat eurb•11na or dth. -$treat, dl:faet south of tht
• of Evans Streit, 2-feat east or the "at face of
Ij feet cartel or the south edge of the wall• and about
a level of the street. •.
S
DE3CRIP710A OF OERCII NARK ,
Y
Tnnwt Cartorot
adfondle
9 Col., .1 "'1, S.'Dles
"-'.:At
Morehead; City 4•ou.d data Appril 194D
A Tidal disk... st".au, 110 7 - 1953
WG3C 'talon .I1D Strnet *bout LS Yards
At.Norehead lty,;; L d
Is-3 nation of dth.. Street. about"'N. lards so.'cbeast
Ilb.Strent from the -seutheast porner of a hospital,
,f.tho-southi:edrb line of,Jib Strut, at a point where
e and Shepard Street continues to the "It, 21 fact "sat
ts,of ■ bwrd,all, loading south to•a dock, on top of
aboottl font .'above ':the level of the street.
.Mall Is in vary poor condition. .- -
Ibid`"-Date_ _tLSi
ESCAIPTIOR OF. SUCH NARK.
`. edi. North Carollm ond.a Carteret
rowed Carteret our •f savor Se Dial
e..e' At-Northasd. City %,atns dot. 'A Ill 60
* '' : sdrrins L 103 l l 0
Mfed: CltTr j acaut! .6 mile vest along Enna
-.f at the .Intersection of Evans Street and
,rOheaet corner.of a ateol fence around the
ahesd. City. Recreation Canter, 069 fact South
of Evans Street:!: 27.fe It Neat of the center
2)';fset icuth ofathe fence corner, -.1 foot "at
• line,_; about' level with the interacetienr and.,
a.post projeeting,3:inches.
W.
• DESCRIPTION OF RERCII SIARK; Si ..K
e.•hnuw PIRG IN 2 alone North Carcllda.?^tty Carteret
i "-,eat tons 11o»11ead city On.ar Carteret of;ctnt.n MM R. Osrrfsh
cu1 .... an dtr«Uo Ina an.nat Ion At V4reLoa4 City" •'t 4e.lo.a d.« 2-63
il•nn«*1an A CkC3 refannae waric disk an"s'•e NO 2 1927r1931
a.4NMIad lr : ..
l.t"I'd t«t.lrat•" At�Lorahaa6 ley, qt the junction of.21at. and Sheperl:;.
Streets, sat e0 top at the South oonorets curb efyeheperd.Street,
I4.0 bet south of the contnr lino ef-Shopord 3tNot,,27.0.felt e'
north of the northroat corner or'a-staoll -tddto trodden. house- I Co. 2623), .
62.5 tact tact of PARK Station, end. In about 0.5 foot abovo-tbo lo»l
of Stepan! Street.
DESCRIPTION OF OERCII NARK '
I wi.yndua. pAF.K unto rorth 1:"ollnaon•le Carteret
a.o.at I... L'ordDead City e..,tr Carteret Clint at ra.v R Cerrlab
'm.n.... anJ;H.«tt.• ns. ...out d•.. At 4orebond City a.•Rv I... 2-63.
n.1aa1.1.6 -.an A CADS trl"gulation.statlon disk •"••'^!_PARK 1927.1933
i.bwi,ndad lz P16S - . .'
I ... n.d d.w.4Ha• At l:orohned City, at the junction -of 21et. and 8hsppard
Streets, '7J toot southvmst of the center or the junotlon of 218t, sad .
Shepard Street, 7.5 toot nest of the west curb of 21at. Street'
6.2 foot )oath of the south curb of Shepard Street, 61.5 foot northeast
• I of the Rortlooat corner of a one story hcuaowith gray shingles
(street N*. 2101), 38 fact south. and "rose Sbaperd Street from a .
-Dead 'Lithe street sign, 63.5 fact south of PARK Iaf 1. 62.5 fact west
• .i of PARK R: 2, about O.5 foot above the le»1 of the straK. and Is set
in the top of a concrete post 2 inches below level of. the ground.
DESCRIPTIOR Of BF.RCII MARK
buwu\n PAPC fat 1 "at. NorthCarolirwo.••'. Carteret,"•
e«rut c... Morehead City ca"eV Carteret em.r.r,a.v R. Carrlsh
Hallman and dt«.tt.o da......ua to." At i:orebeed City t... I In. "a. 2-63 .
wuaa., of nano A CAM reference dark ddek 91s11.1 NO 1 1927 1933 _
1 e,blta.ba b At U
a.bu.d tn.on of At ttorehsed City, tr feat north of CM canter of the:'.
cunat ion el .Leto end Shepard Streets, set on top of the west aoaorcte
i I 27 f st 21et. Street. 13e5 feat west of the center line of 23 the. Street,
27 feet northeer or asC of • telayhry pole, ou teat Beat of the
southeast corner of a large Evans,
story Drown house 5 footL Do,: 2100)
i "I at
lst. tr et D. B. .Evnnao sad 1e aDani O.S foot aDo» tDc
' �e»l of 21aL. street.
1
013CAZPTIOM Of RERCII DAe K' -
r e.Mmti.. N 103 atone North Wrolleai a"••v Cartiret'
R.... a ".a Morehead City, � `auv Carteret.' "' ',•o,.t of wor .3: Dlaa
windows .MH.«ttu Haas«na' t•ai• At-pnrthuad Ckty and. April 1961
•n.r.•w ad aa.• A. dlsl(.l', .. .. smHno M'103 -1960 .
Mos
' e:bnw h«.bob" At Korthead City about 1.4;. wiles veal alone' Evans
'I Street from the_clty hall,- ai tka Interscetlan of-2Ath:. Street, ,6-
feet west of the vast Curti line of 24th. Strect,`•in top of the first
brace pler directly over the first piling mouth of the north end of the
concrete highway bridge over Rogue •'ou'd, 65 fact south of the north
i1 and of bridge guard-rail, and about level with the bridge floor.,
Racorbred a Dacribad - Datg_-J2L3=.:-

no M
M M
m VERTICAL �-CONTROL]?A.�'
T A
iy.t Yt.0.
1,01111m ..34*30! �TO 3
C;G&&t_&ndGeQdcVC Su j.WHGT7W&f76'jQ" TO '-I
in, -4
14404 i. -
N40FfF, 8FNwJvtMK..
i caste NY North . . CA MI.
ridal a 4
Ir4head
w-•
4 ten City clOor Carl wror
:11..... No City: lot.
61 MITZI aide. North GarouzmCoutty Cgrtarot
==w7reboad,
Nee dift.11. IN. ".0.! II.At T.oho#d L".1j.,
alt3r Caunt, cartent., 7,chriete(P.Ar R. Go�
cte,edc'..'et leea A disk 1 Stless.9
1.4 miles east 0411.41y ad. 2-6)
Cm.4av`( wwk X U.3. =wzle auttlinsit Square, st"'Pin
"IdditatJ NY
At likirithead City." -'about 0.3 oil# -" 'ai;ni.
'AS
RgAtisy 7d. tram the postlarfis*. !At the 1jumetion at-- th.-44*
FmOsmamcklim OD04 i ;.j
About" Vs4108 Toai " ' 'i', •
h,
Sirocco, at & point'mborii thel strooWendw t46 feet ut �,Oat
tindid center lima, of Krone, Stewart 10 feet "as or: Gaxt4
,P,WT-d0VNrt-- seat *lane fro'n'the ..
orfloo!Iat tioraboad Cityl got -an Von of'the northeast Win$* bell at the
center ltre*of 4th. Street, 'in top'-of'a
ol)rtbiffist.dorcer of a cwazttts klai"y,brldga over Newport T11vvir,
leading north troal Me morth"at, "mar'of the a"
13.94461;
' hisbWal 13.01f4ft owth..
If the eauth roll at Iloaura" -And Morobs64 Rallmil'. and IS about: 4VOI.
Southeast of the center or juriction, 21 fast north of,the at
corner of the an Will '-And 'Obout I footibolow the level 9
.0
bighmely.
`IKYTZi Tba mark is A Outlined. ch Beloit 9%uuo. Merged by chislied loitoro.-%
t�j . .
Recaqergd as
7
woTat :This ban0h Marx was orronoouali omitted,It WAS is:
IF 8. q1tieflifflinO 11 ,Iiiem
over In the 2963 levels.. North Carolina Tidal LI, t- - 39..
.RECOVERY.N0T9. BENCH MARK -R"
it
Ws.mifw.. '4.6 lwto-. North Comlize. Lovely Central
P0
CID
U
I
FM
ko
prW1960
1. .129 N.6
'n
Xitrohoail CIVIF C.Vmy Cartorab chido(PA41 R. Corr ah
.1.0 1,22, sasC P-9--4-0-w 9-63
core Pink
F.- Yale. a... e0iii..W .1 CGi4iiJoitt
wit -
.........
RECO�ERY.NOTF.'BENCH MARK
Peilised ""'t dowartboc I& litilograpual list 102. North,
�,qorolimg; August 1960, - 2a86 I.' I
CatIpmatio,i IF �10) Side north CarolloalrAvItl Car or4t
4
Hc%,,AA.n VArahomA ally; CleotyCarteret Cmedroft R. Corrigh
1.0 U116 east along V.B. Highway 70 treat the post office it
Horithood City, at hiShimy bridge over Newport itiverp in the'l
At morthistil City R.,-y O,w 2.63
CANa2raN ..,k A CA" taroh-mark-disk Ir 103 1460
`:
Routh *Ad of "At.briAge, peat, 16'3:/2 feet south or gtnt,riine,
COAP,bildby cum
C highway, 5 fcet,*,!�mtbar South edgy bridge.
It .. -I,.. .. .. - . . .
P.m ovidiva. - Coal
O.WItd Filed At IRtYrehfail City Along ArgrAoll Street. bo�two-n- 7%b.'f
• DESCRIPTIOX OF SEXCH MARN
1.
and-tich. Streets, sot yortLaefly in tois *Lxt race of the motbomet,ocil
Ift-t- north Carolina 0--v Carteret
of the post OtTI49, 41 foot dorth of tha'apctheastr darner, 31 rest cal
of the north curb Aitio.of Are preat, ra Zfeat above the level
Tidal. 5
s.ma woo yoriihead'City, ... ft-ir Cartortt. 01.1 .6 "m a. Ulat
the C"UnA and street,
'mesa....es 9. ....% A." At mitroh*ad city y..ties 4-1- April 1960
i Tidal disk ,testes KO 5 19�2
-001 X�1;94; - Dill.
ld�li&i`l clics -
At biorshead City, about 0.9 0114 642t SIOAS U.S. High-
• way 70 from the, lost office, thence about 0.1 mile South along a
114orchoad City Port ToradmIj
.. .. -1... ;1 . ZI.
F.
or t0a.."
blAek- cap drive leading to the decker At
;Imw•
In top-or-Ith* west *oCnmr- of the concrete base to the southwest leg ... I
boost
SENCti'MARK
to, that: Nater;lta,iior, foot east or the.west-corner or the 5U-�
R=VJ!RYjNo-rr.
tooticast, of:.tha center line of drive. 4" about feet above the. LAI•
I S4orth CAM In
of the. drive.,i.
'(T
timwedw. mM*roh*&4 City, "rAilAty-Cartwat I'er.11 CWd6FP1dY'1w;DImz
i.
atcantA u nescrUd ciat-_
• - Ax_!__� , ..
Otdaivio 6.4 it"diw(FiFe' leand At robbed City RINY617 into I A 11.2960
- -
.. .
I.- sa� sweemitwi OF vNealict
C1,0am, Ad Well, -.5 :1k disk -2 bt 1927
teteblihod $y - "m
delM
p.CcMMt4q,% IBEKCfi MARK R!
t rob a c ty intersection or Anadall mad
::.th 'thl'aw.th,iturb line oVit'rendell Stroli
•41th.
Drijotdjeiw: Tidal 6 StlUXOzth;C*r0114A 'Commly Carteret
bt�getm I At of,
9 fast'"Wer-t lot curb:11no-or -a Ltoot" -sot' jorsically In
"Fin,d town Isorshood City ::county Carteret ChifvfPaAr R. C4rrish
the south (4041 of cka ba am'-to­8'4-by 4-foot brick V1101F at the 13"1
hr disk Surn,;ftl 110
C 541dal.
wre a lIus east corner of &. IdInt'Suiply, build j fact' Sol -
2 test above the l4volAt
Mark
aC t It scusbWat owner Of 0 Pillgitt
the *I a" ,.Pad albo-itt 3 feattabove the 4OW&I Of
Goal
Ij
:0tromf a to
f the north
1. 3 feet above
I . V- - I C , " I. I. , .,
gat 410n; U. a. 111621"r 4
Vr-s
victor USA at hIgIllar,
mit•tbo earth (Z�) A.
at at the east *ago
of the powtib. " About

--- - - 7R s<- ,
VERTICAL CONTROL DATA
e i1oe:%®S'i® mnrzlm BY: - - Coast,nd Geodetic survey .
U.S. D9LART0r C0100DtCE
., N7Di1' OOA87 AND:OEMETIC SURVEY autavu anvurs or tr2a
-: WUHMM'OE D.C.
i QUO 340764
i
r LATI'I�IE"':j0�30'. ' To : i100. .
iax01TOn8'76•'+O` TO 77+0or,
�0t--k ,, DIAGRAM NS 11-4 71EAUPOR2 .;
or tidal bench In this lest. elevations withmet respect to local
\_ - LIRE 101
(onC Cinuwa)
LINo-nU 102
(
_
dat® planes, nay M had upon "4veat to LM D1"etorr Coot and Oeodstl6
y be D
on nue)
Yashingten 25. D. C.
Bench Nark
Id noted tlevatio
'•
_10l
ee ••
3enah' 7fark
Ae uettd Mevatfen
'r} L3EE 301 _ , •
:
L
..
h i "" :
a..` •r!
ee
51971
;3s1
2a orl6onal'toela'vork (L-7490)
tn915:super-
Deitch Mark
-
' Advd
tion-'
EL-7qy
7
A_-u
1�y.a
P+,tl
O782
4457
if627
.a88
545m
N: lb6on. Check level-
J 104
1.751
5..7'
5gYneInOtba
vlalnity of :
el city in •1960 by a party•
-
..
.. -.._ --1.
•. 13.383
;.,i•S 14S
T 145 RESET'
6.498 -
8.675
L1.319,
28.461
A'103
RI30:
1.132
}?
5.T4b.
33 77 14
18.852,'
SO by S, (War. Tne anLlre
OM19177)
•d 143
C;9
..
es releveled In
' D 1"
5.020
19.224
: :P 131
145
9.235
9.366
50.210
50.720
D 103
2.364
-
7.756
ntor of 1963 by a party
a 112
5.282
17.329
- .0 .•
•i' Dt7.3 (VsrA)
6.048
26.404
C 103
3.092
10.1 4
said by R.•R. Oerrlsh.
1• ""
373 1
4,162 :'
13.655
D 103
E 103
2.637
8.652
8.481
bile elevations are derived
he latest -leveling and a" .
:2 145
P 145
5.933- -
6.402
19.465
21.004
V 145
•Y 145
7.135
20.135
23.409
33.251
y 103
2, 5
12.18t
.7,165
'6.453
on.a supplementary adjust-
:0 145
2.049
5.722
a'1t 111
1.916
Destroyed
26.166
0.103
'1,g70
t 196t. .
- R 145 rem
6.30
21.476
E'14�
..
..
.•
P212 6.696 26_630..`
.r :. ..
Adjusted Elevation'- ..t
I trtFORP RK 1
MWIT
Matt :
i M EM ROUTH.
MASS Pat 1 7.763 25.469,; .
9y0R L7IIt TO CAPE LOOKOOT ;
}
ars
a
. tAYrORr Bulls
6.921
29.268
7
�•,
1
,.
'.
.i. ' t$YpoAT M 2 __.Y
J. 145_
OSS�..' ' is 706
% RVDp4i;R'dam
' : RQf( 87D01 SOVI'N
• 7 Elss 7.632 25.695
. '
.�
-
2.223
-, _ - _
6.%5 'It 14S
' CSS{
31.673
: NEW KERN 3=111 -
E N1f x0,.2 '. i•ABu i,869q-
MOCK ' • •.. 1.618 5.308
5.306
.727 OJ2''�
( )
}
2.047
6. 716 .R 112 ..
9.S59 --
, 31.362
RASE.RK 2 .:.7:322„ .24.670
�
6 (�) ,,, : : 1,922
10
'7 ..
1
2.000
' Destroy
6.562
-
25 (USOS) Destroyed
....
Tidal No. 5: ..,
'...
Q
•6
•.
'G
3.883
vd •i
i -
TSdal 10. : .2.343.'.E 7.687
:112 ..
.t,
4.821
.12.735•L -145
'.13.61T �U U1.
8.9.865
.803
2952-15o
1 i LINE 102
.i.:.
296 (S.R,C.) •:= + .4,112 23391
2.517
�',`7.602 ;T,I.11
-�''?4.566
-_6.134 ,_.:...
28.686
1{l (3eco -o er)
NDCK PN 1/0. 1.: '.. ": � 1•T56 5.761
1.391.
IN. 3A5'.•
•.'+..
7.693 Esau,
�Y7x ore61na1 Field sock U17811
..:r
"
•
. PAL
' 'f •
2.897d 9.50S j•19445.
2.39t.1/ .:.7,648 ''T 1{S IDiSeP: "'
�•
4.613 ll2 ..
8.226
7.156
16.182
-
23.478
vas doge an 1960 by a party supervised
( by 3. MaxPortions of the line were.
EFD OF TI02 LPUR LINE �' i .
..�..
. r_
..i.4o6 . ll
,4 ..
. .
1 "leveled tL19213) in the spring of ..
:Yob
!t
t
3.psa- .,
B.1L.86p 4 .S.. : 'r..�:
_
..
,
_ i. '1963 by. a Party auperviaed by L.P. Diet.
'.. «: :.,i..:.c?:: i •.:' ..
'7
'•„'1
V
�...:�.
:' :•'.
SO CIIER�NPOfN1' A1RP010'
( : The 1960 elewtlona a" based onr
R 103 �....•, . ' 2.064:.:.6.TT2
J ]03 1 880 6.168,
•
3
1 ✓
- '..
4.004
2:666,
,Ly t35;L7/ffi
a teyplemantary adloetnent of 1960•
The 133 elevateom a" based on •
)�.
j
7 ✓
tE
,'
1.641,.
15so56 { " +'
-
'� supplementary adlustaent of'1964. ,
i, T
1
F
:101 y
t.93t.
,94619
7 264 '4 �' `'`•':;1'.t' :
• 6,331 :),
`ias7 ••..
20.771
, Eeneh Mark Adjusted Elevation
-
`
rl.. .
,;.' 1SIffi SOS� „`._
(TI:3a�or�er) ....
,r
a
r.
��D E 30' 7.-1 >
L4,4CO
en e•
.. ,
b
2.200
7I118`??,,1 F.K. Pfl
? al '
'7.416
7.057
24.33T
25.153
' �' :A
' : ^ • The field .vork (L•12037) was done .
1
S.W.
7 421,DC
9.146T` P ° f..
�6.013 '.'
N ]og 3.175 30.417
INS �0 by:)If J EfP 7:deao��DrCer
j,
llt..j
6.663
t3.664 rC,P. li ,t.
20.703
25.191
E 104 1.657 5.43b
1.862 6.109
r (tili)7o5) vas one 1n the
lot.•:. ;.
!
8.581
28.153_: 15-M - - i •
fDABE OP.b18090s11'IIl,
T.9L2 .
1A•Sf41..
r 10 -
33
- f 1QA .1.653 5.423
�"lewllns'
vicinity; a.Esautort do 1902 by • Party
`
F., .y-
. '.
.34.630
..
.:
?1DAL 6 (1960). •6rl61 14.043
440 v12Wby•R.,R. Oerrish, - .
.?.' :;:. .... •`
--
;. ' .
R 163 10.7S6-
,_.
Destroyed.
MKA7ed- -: 19C3. 0P Sl'VR 1�CS•
:•
,.• '.
iS.279
7IML.6 (1960) :3.393 11.]52,
Destroyed < .Y,.
i ...
TmtL 4 (1960) :3.('v.' •11.913
llevatien
• ..
�c). -
•
cbealaa;
Chemed Elevation;
'' a
'
.It.
t i� .i;
-f 1F �EC De st.
Sd 6.tGK sF• _:.:;
,

APR-03-1997 16:08 FROM NC GEODETIC SURVEY TO
PHn : -J&6qf )
L 103, CARTERET COUNTY
97814869 P.01
INAD 83 => LATITUDE _ LONGITUDE _
SPC 83 => NORTHING = Meters FASTING = Meters
NAD 27 => LATITUDE = LONGITUDE =
SPC 27 => NORIE(Y) = Feet EAST(X) = Feet
=27 CONVERGENCE (0) = NAD27 SCALE FACTOR
ELEVATION (NGVD 29) GEOID90 GEOID HEIGHT IS
2.932 meters (BM)--.--T meters
-jl PID = EA0117
u n
STATION MARK IS A BENCH MARK DISK
STAMPING: L 103 1960 PID: EA0117
SETTING: SET INTO THE TOP OF A CONCRETE MONUMENT
MONUMENTING AGENCY: CGS MAGNETIC PROPERTY: YES
AT MOREHEAD CITY, ABOUT 0.6 MILE WEST ALONG EVANS STREET FROM THE
CITY HALL, AT THE INTERSECTION OF EVANS STREET AND 1SIS.-STREET, AT THE
NORTHEAST CORNER OF A STEEL FENCE AROUND THE TENNIS COURT AT THE MOREHEAD
CITY RECREATION CENTER, B4 1/2 FEET SOUTH OF THE SOUTH CURB LINE OF EVANS
STREET, 27 FEET WEST OF THE CENTERLINE OF SSTH. STREET, 2 1/2 FEET Sc=
OF THE FENCE CORNER, 1 FOOT EAST OF THE NORTH -SOUTH FENCE LINE, ABOUT LEVEL
WITH THE INTERSECTION, AND MARK IS PROJECTING 3 INCBSS.
w wrr*erxxxwAxxwxwxexrxrrxxx rxxrr RECOVERY TEXT rrr♦xrxrxxwxxrrrrrrxx rr•*xxxxxx►•
Last Recovery: 94 NOT FOUND$
a
0
I
a

STORMWATER DRAINAGE SYSTEM PLAN
TOWN OF MOREHEAD CITY, NORTH CAROLINA
APPENDIX C
CALCULATIONS
Stormwater Feature Statistics
Rainfall Intensity Calculations
Runoff Volume Calculations
Runoff Volume Calculations using SCS Soil Storativity
Field Surveys

Statistical Summary of Morehead City Stormwater Features
Total Pipe Length •
120437 k
22.81 ml
Tota/Numberofftes•
1350
otal NumbergfCatch Basins•
logo
Total Number of Culvert Ends •
390
Total Number of Manholes•
139
Pipe Breakdown by Type:
Type
Number
Concrete
904
Corrugated Metal
67
PVC
23
Steel
i
Vitrified Clay
122
Unknown
233
TOTALS
1350
Pipe Breakdown by Size:
Size in
Number
2
1
3
2
8
85
B
2
10
4
12
485
15
254
18
16
24
91
30
49
36
19
48
6
Unknown
334
TOTALS
1350
Pipe Breakdown by Type and Slze:
Type Size m
Number
Concrete 2 -
1
6
24
10
2
12
374
15
243
18
10
24
82
30
46
36
19
48
6
Unknown
97
TOTALS
904
Length fl
Length(mil
%by Length
81285
15.39
61.49%
4446
0.84
3.99%
1137
0.22
0.94%
29
0.01
0.02%
7110
1.35
5.90%
26432
5.01
21.95%
-
120438
22.881
100-00%
Len th ft
Le m
%by Length
57
0.01
0.05%
68
0.01
0.06%
4459
0.84
3.7014
223
_
0.04
0.19%
100
0.02
0.08%
39688
7.52
32.95%
24070
4.55
19.99%
2197
O.42
1.82%
9449
1.79
7.65%
5017
0.95
4.17%
1762
0.33
1.46%
148
0.03
0.12%
33197
8_29
27.56%
120436
22.81
100.00A
Length ft
Le mi
% by Length
57
0.01
0.05%
1328
0.25
1.10%
23
0.00
0.02%
32126
6.06
26.67%
22943
4.35
-
19.0s%
1452
0.28
1.21%
8488
1.61
7.05%
4818
0.91
4.00%
1762
0.33
1.46%
148
0.03
0.12%
8140
1_64
6.76%
81285
15.39
61.49%

Corrugated Metal
6
5
313
0.06
0.26%
12
36
2229
0.42
USA
15
7
332
0.06
0.28%
24
5
403
0.08
0.33%
30
2
80
0.02
0.07%
Unknown
12
1087
0.21
0.9U%
TOTALS
1221
4444
0.94
169%
PVC
3
2
68
0.01
0.06%
6
11
391
0.07
0.32%
8
1
174
0.03
0.14%
12
3
223
0.04
0.19%
24
2
18
0.00
0.01%
Unkrawn
4
264
0.05
0.22%
TOTALS
23
1136
0.22
0.94%
Steel
Unknown
1
29
0.01
0.02%
TOTALS
1
29
OA1
0.02%
Vitrified Clay
6
38
1858
0.35
1.54%
8
1
49
0.01
0.04%
10
2
76
0.01
0.06%
12
63
3885
0.74
3.23%
15
1
368
0.07
0.31%
18
3
167
0.03
0.14%
Unknown
14
705
0.13
0.59%
TOTALS
122
7108
1A5
5.90%
Unknown
6
8
569
0.11
0.47%
12
10
1225
0.23
1.02%
15
3
428
0.08
0.36%
18
3
578
0.11
0.48%
24
2
541
0.10
0.45%
30
1
119
0.02
0.10%
Unknown
206
22971
4.35
19.07%
TOTALS
233
26431
6.01
21.95%
%ol Total
Catch Basins
Catch Basin Breakdown by Assessment:
% of Total
W/Elevaden Data
Assessment
Number
Catch Basins
WI Elevation Data
d Spec/fled Problem
No Observed Problem
859
79.54%
187
17.31%
Blockage Problem
113
10.46%
22
2.04%
Ponding Problem
78
7.04%
8
0.74%
Structural Problem
32
2.96%
4
0.37%
TOTALS
1080
100.00%
221
20.46%
W/o Elevation Data
672
91
68
28
859
% o/ Total
Catch Basins
W/p Elevation Data
d Specified Problem
62.22%
8.43%
d30Y.
2.59%
79.54%

Culvert Ends Breakdown by Assessment
Assessment
Number
No Observed Problem
205
Blockage Problem
107
Ponding Problem
61
Shctural Problem
17
TOTALS
390
Manhole Breakdown by Assessment:
Assessment Number
No Observed Problem 139
TOTALS 139
% 01 Total
Culvert Ends
62.66%
27.44%
1164%
4.36%
100.00% (VOTE. No elevation data exists for culvert ands.
NOTE: Manholes were not Inspected during GPS data collection
n

m = m m
Statistical Summary of Morehead City Stormwater Features Within the City Limits
Total Pipe Length-
109076 It
20.66 ml
Total Number of Pipes -
1162
to/ Number of Catch Basins-
973
tat limber of Culvert Ends-
188
Total Number of Manholes-
139
Pipe Breakdown by Type:
Type
Number
Length fl
Len mi
%by Length
Concrete
767
72566
13.74
6&53%
Corngated Metal
34
2765
0.62
2.53%
PVC
20
1009
0.19
0.93%
Steel
1
29
0.01
0.03%
VrWed Clay
122
7094
1.34
6.5014
Unknown
218
25613
4.85
23.48%
TOTALS
1162
109076
20.68
100.00%
Pipe Breakdown by Size
Size n
Number
Len fl
Length(mil
%by Length
2
1
57
0.01
0.051A
3
2
68
0.01
0.0614
8
80
4317
0.82
196%
8
2
223
0.04
0.20%
10
4
100
0.02
0.09%
12
446
37694
7.14
34.56%
15
216
21893
4.15
20.07%
18
16
2197
0.42
2.01%
24
65
6020
1.52
7.35%
30
40
4552
0.86
4.17%
36
17
1718
0.33
1.57%
48
4
83
0.02
0.08%
Unknown
269
28156
5.33
2181%
TOTALS
1162
109076
068
100.00%
Pipe Breakdown by Type and Size:
Type
Size in
Number
Length (it)
e m
%by Length
Concrete
2
1
57
0.01
0.05A
6
19
1188
0.23
1.09%
10
2
23
0.00
0.02%
12
353
31056
5.88
28.47%
15
207
20892
3.96
19.15%
18
10
1452
0.28
1.33%
24
59
7283
1.38
&68%
30
39
4433
0.64
4.06%
36
17
1716
0.33
1.570A
48
4
83
0.02
0.08%
Unknown
56
4382
0.83
4.02%
TOTALS
767
72585
13.74
66.53%

Corrugated Metal
6
5
313
0.06
0.29%
12
17
1319
0.25
1.21%
15
5
205
0.04
0.19%
24
2
179
0.03
0.16%
Unknown
5
749
0.14
0.69%
TOTALS
34
2765
0.52
253Y.
PVC
3
2
68
0.01
0.06Y.
6
10
390
0.07
0.36%
8
1
174
0.03
0.16%
12
3
223
0.04
0.20%
24
2
16
0.00
0.01%
Unknown
2
137
0.03
0.13%
TOTALS
20
1008
0.19
0.82%
Steel
Unknown
1
29
0.01
0.03%
TOTALS
1
5
0.01
0.03%
Vitrified Clay
6
36
1857
0.35
1.70%
8
1
49
0.01
0.04%
10
2
76
0.01
0.07Y.
12
63
3872
0.73
3.55%
15
1
368
0.07
0.34%
111
3
167
0.03
0.15Y.
Unknown
14
705
0.13
0.65Y.
TOTALS
122
7094
1.34
8.50Y.
Unknown
6
8
668
0.11
0.52%
12
10
1224
0.23
1.12%
15
3
428
0.08
0.39%
18
3
579
0.11
0.53%
24
2
542
0.10
0.50%
30
1
119
0.02
0.11%
Unknown
191
22153
4.20
20.31%
TOTALS
218
25613
4.85
23.48%
%of Total
Catch Basins
Catch Basin Breakdown by Assessment
%of Total
W/Elevation Dad
Assessment
Number
Catch Basins
WI Elevation Data
& Specified Problem
No Observed Problem
788
80.99%
187
19.22%
Blockage Problem
110
11.31%
22
2.26%
Ponding Problem
44
4.52%
8
0.82%
Structural Problem
31
2.19%
4
0.41%
TOTALS
973
100.00%
221
22.71%
W/o EtevatiDn Data
601
88
36
27
752
% of Total
Catch Basins
W/o Elevation Data
& SDecified Problem
61.77%
9.04%
3.70%
2.77%
77.29%

= = = = M M = M
Culvert Ends Breakdown by Assessment:
Assessment
Number
No Observed Problem
III
Blockage Problem
44
Ponding Problem
16
Structural Problem
11
TOTALS
188
Manhole Breakdov n by Assessment
Assessment Number
No Observed Problem 139
TOTALS 139
%o/Total
Culvert Ends
e2P3%
23.40Y.
8.51%
5.853:
100.00% NOTE. No alevatlon data exists for culvert ends.
NOTE: Manholes were not Inspected dudng GPS data collection

Statistical Summary of Morehead City Stormwater Features Within the ETJ
Total Pipe Length =
12041 It
Z28 ml
Total Number of Pipes=
206
tal Number of Catch Basins =
113
otal Number of Culvert Ends =
206
Total Number of Manholes=
0
Pipe Breakdown by Type:
Type
Number
Length ft
Length mi
%by Length
Concrete
148
8885
1.68
73.79%
Corrugated Metal
35
1871
0.35
15.54%
PVC
2
127
0.02
1.05%
Unknown
21
1159
0.22
9.63%
TOTALS
206
12042
2.28
100.01%
Pipe Breakdown by Size:
Size in
Number
Length ft
Length mi
%by Length
6
5
139
- 0.03
1.15%
12
43
2051
0.39
17.03%
15
41
2202
0.42
18.29%
24
28
1439
0.27
11.95%
30
10
475
0.09
3.94%
36
2
45
0.01
0.37%
48
3
63
0.01
0.52%
Unknown
74
5627
1.07
46.73%
TOTALS
206
12041
2.28
100.00%
Pipe Breakdown by Type and Size:
Type Size in
Number
Length ft
en th mi
%by Length
Concrete 6
5
139
0.03
1.15%
12
24
1141
0.22
- 9.48%
15
39
2075
0.39
17.23%
24
24
1206
0.23
10.02%
30
8
392
0.07
3.26%
36
2
45
0.01
0.37%
48
3
63
0.01
0.52%
Unknown
43
3822
0.72
31.74%
TOTALS
148
8883
1.68
73.77•/.

Corrugated Metal
12
19
910
0.17
7.56%
15
2
127
0.02
1.05%
24
3
226
0.04
1.88%
30
2
83
0.02
0.69%
Unknown
9
526
0.10
4.37%
TOTALS
35
1872
0.35
15.55%
PVC
Unknown
2
127
0.02
1.05%
TOTALS
2
127
0.02
1.05%
Unknown
24
1
6
0.00
0.05%
Unknown
20
1152
0.22
9.57%
TOTALS
21
1158
0.22
9.62%
Catch Basin Breakdown by Assessment:
% of Total
-
Assessment
Number
Catch Basins
No Observed Problem
74
65.49%
Blockage Problem
5
4.42%
Ponding Problem
33
29.20%
Structural Problem
1
0.88%
TOTALS
113
100.00%
NOTE: No elevation data exists for catchbasins in the efl
Culvert Ends Breakdown by Assessment:
% of Total
Assessment
Number
Culvert Ends
No Observed Problem
90
43.69%
Blockage Problem
65
31.55%
Ponding Problem
45
21.84%
Structural Problem
6
2.91%
TOTALS
206
100.00% NOTE: No elevation data exists for culvert ends.
Manhole Breakdown by Assessment:
Assessment Number
No Observed Problem 0
TOTALS 0
NOTE: Manholes were not Inspected during GPS data collection

COMPUTE g & h FOR INTENSITY EQUATION (I = gl(h+Tc) )
INPUT VALUES FROM HYDRO-35 (RED) 3 U.S. WEATHER BUREAU TECHNICAL PAPER #40 (BLUE)
LOCATION: MOREHEAD CITY, NC
DEPTH -DURATION TABLE (IN)
RETURN
DURATION
TIN
PERIOD11.39
10
15
MIN
30
MIN
1
HR
2
HR
3
HR
6
HR
12
HR
24
HR
284
1.08
1.60
2.10
2.50
2.75
3.60
4.10
5.00
595
1.23
2.05
2.50
3.20
3.50
4.60
5.50
6.50
1004
1.34
2.30
2.90
3.60
4.00
6.10
6.50
7.30
2518
1.52
2.65
3.40
4.20
5.00
6.00
7.10
8.50
5029
1.66
3.00
3.80
4.70
5.50
6.80
8.00
9.50
100
1.80
3.20
4.20
5.40
6.50
7.10
9.00
10.80
INTENSITY -DURATION TABLE (INIHR)
RETURN
DURATION
PERIOD
T
5
MIN
10
MIN
15
MIN
- 30
MIN
1
HR
2
HR
3
HR
6
HR
12
HR
24
HR
2
5.N
5.03
4.32
3.20
2.10
1.25
0.92
0.58
0.34
0.21
5
6.67
5.71
4.91
4.10
2.50
1.60
1.17
0.75
0.46
0.27
1O
7.28
6.25
5.38
4.60
2.90
1.80
1.33
0.85
0.54
0.30
25
8.23
7.07
6.08
5.30
3.40
2.10
1.67
1.00
0.59
0.35
50
8.97
7.72
6.64
6.00
3.80
2.35
1.83
1.13
0.67
0.40
100
9. 22
8.36
7.20
6.40
4.20
2.70
2.17
1.181
0.75
0.45
RETURN
PERIOD
T
h
RA2
2
183
27
0.9999
5
241
32
0.9962
10
276
34
0.9975
25
326
35
0.9972
50
368
37
0.9955
100
434
41
0.9963
SPECIFY "MIN" OR "HR"

CALCULATION OFANNUAL RUNOFF VOLUMES FOR KNOWN DRAINAGE SYSTEMS
1
2
3
AVERAGE ANNUAL PRECIPITATION
Hydrologic Sol Grasp Streets. paved
Parking Lot
Camlerclat
FOR MOREHEAD CITY.
54.5 in
A 98
98
89
B 98
98
92
Drainage Area
C 98
98
S4
Drainage Ama from AUTOCAD
D ga
98
95
from AUTOCAD mklos water Dmkmge Area Sol
Rosa Coealoenl 0.95
LwW Area 0.90
Land Area 0.85 Land Area
AREA a I h .ATIr1N
1a^21 01^21 faoresl Grab
fFT^21
fFT^21 fFT^21
1 I
S 41h St.
131S49.8 1
131549.8
3.02
A
2
Between S 4th 8 Sal St.
97494.4
97494.4
2.24
A
3
S Sth St.
94702.9
94702.9
2.17
A
4
N6th St.
703953.0
498808.0
11.45
B
5
Between S Sth a 61h St.
102596.5
102596.5
2.36
A
6
Between S 61h 8 7m St
95258.9
73004.8
1.68
A
7
N 7th St.
433810.1
3 101.2
6.41
B
8
Between N 7th 8 Oth St.
154389.4
116543.5
2.68
B
9
N 8m St.
464017.0
464017.0
10.65
B
10
S 91h St
297121.9
297121.9
6.82
A
11
N 9th St.
478688.4
393373.9
9.03
1 B
12
1 N loth St.
709289.0
1 709289.0
W28
B
13
Sloth St
457236.7
1 457236.7
10.50
A
14
N 119, St.
1043199.5
1 1043199.5
23.95
B
15
S 11th St
473959.8
473959.6
10.88
... B
16
S 12th St.
378867.6
378867.6
8.70
B
17
S t3th St.
585271.2
585277.2
13.44
B
18
S 14th St.
579988.9
579988.9
13.31
B
19
Between S 141h 6 15th St.
69201.3
69201.3
1.59
B
20
S 1591 St.
609592.0
609592.0
13.99
B
21
N15th--18th St.
1885989.E
1885989.8
43.30
8
22
S 16th SL
577477.5
677477.5
13.26
8
23
1 S 17N SL
437445.1
437445.1
10.04
B
24
S lath SL
548859.5
548M 5
12.60
B
25
5 Win St.
522260.2
1 497018.0
11.41
B
26
S 201h St
474796.1
446325.1
10.25
B
27
S 21st St.
4528W.7
429702.3
9.86
B
28
S 22nd St
442432.1
442432.1
10.16
B
29
CeOce SL Culde-Sac
406377.4
406377.4
9.33
B
30
Calico St.
321956.2
321956.2
7.39
B
31
Davis Place
200527.7
200527.7
4.60
6
32
Paulette Rd. Cul-da-Sac
330212.6
330212.6
7.58
B
33
S 29th St.
222294.8
222294.8
5.10
1 B
34
1 E Coral Pt.
137909.6
137909.6
3.17
1 C
35
W Coal Pt
189872.9
189872.9
4.36
C
36
Salem Ave.
190175.E
180475.6
4.14
A
37
Webb St. Entrance N an St
561472.4
581472.4
12.89
A
39
Mid Webb St.
428224.4
428224.4
8.83
A
39
1 Webb St. CuFdsSac
1 223518.1
223518.1
5.13
D
4
Apart. Schl. Chrch
77
85
90
92
0.60 Land Area
FT^2
98.0
0.0
98.0
0.0
$9.0
131549.8
77.0
0.0
98.0
0.0
98.0
0.0
89.0
97494.4
77.0
0.0
98.0
0.0
98.0
0.0
89.0
94702.9
77.0
0.0
98.0
134240.5
98.0
0.0
92.0
0.0
85.0
0.0
98.0
0.0
98.0
0.0
89.0
102598.5
77.0
0.0
98.0
23636.1
98.0
24540.6
89.0
0.0
77.0
0.0
98.0
125183.7
Wit
0.0
92.0
0.0
85.0
0.0
98.0
30305.9
98.0
0.0
92.0
0.0
85.0
0.0
98.0
150368.3
98.0
0.0
92.0
80114.3
65.0
0.0
98.0
90248.6
- 98.0
0.0
89.0
206873.3
77.0
0.0
98.0
134399.7
98.0
0.0
92.0
0.0
85.0
0.0
98.0
193000.1
98.0 -
0.0
92.0
0.0
85.o
0.0
98.0
1113348.0
98.0
0.0
69.0
0.0
77.0
0.0
98.0
230381.8
98.0
0.0
92.0
0.0
85.0
0.0
98.0
138350.6
98.0
0.0
92.0
0.0
85.0
0.0
98.0
118837.9
98.0
0.0
92.0
0.0
85.0
.0.0
98.0
171943.7
98.0
0.0
92.0
00
85.0
0.0
98.0
202620.7
98.0
0.0
92.0
00
aso
0.0
98.0
0.0
98.0
0.0
92.0
0.0
85.0
0.0
98.0
183384.7
98.0
0.0
92.0
0.0
850
0.0
98.0
639209.1
98.0
0.0
92.0
389896.1
85.0
0.0
98.0
191326.2
90.0
0.0
92.0
0.0
85.0
0.0
98.0
145447.5
98.0
0.0
92.0
0.0
$50
39721.7
98.0
173893.4
98.0
0.0
92.0
0.0
85.0
0.0
98.0
157510.4
98.0
0.0
92.0
0.0
85.0
0.0
98.0
150490.9
98.0
0.0
92.0
0.0
85.0
0.0
98.0
147379.6
98.0
0.0
92.0
0.0
85.0
0.0
98.0
131080.3
98.0
0.0
92.0
0.0
liso
0.0
98.0
61000.0
No
0.0
92.0
Mo
850
0.0
98.0
69749.7
98.0
0.0
92.0
0.0
85.0
0.0
98.0
35729.0
98.0
0.0
92.0
00
85.0
0.0
98.0
30721.7
98.0
0.0
92.0
0.0
1 85.0
00
98.0
67397.8
98.0
0.0
92.0
0.0
1 85.0
0.0
98.0
15581.0
98.0
0.0
94.0
0.0
90 0
0.0
98.0
8781.3
98.0
0.0
94.0
0.0
90.0
0.0
90.0
25033.2
98.0
0.0
09.0
0.0
77.0
0.0
98.0
9807.4
98.0
0.0
89.0
0.0
77.0
0.0
98.0
67021.3
98.0
0.0
89.0
0.0
77.0
0.0
98.0
21793.9
98.0
00
95.0
0.0
92.0
0.0

CALCULATION OFANNUAL RUNOFF VOLUMES FOR KNOWN DRAINAGE SYSTEMS
5
e
7
6
AVERAGE ANNUAL PRECIPRATION
Hytrabpe Sol GroW Residential• 61=9
Residential• 41aas
- Residential• 3laae
Residerdai•21=s
FOR MOREHEAD CITY x 54.5 in
A 69
61
57
54
B 60
75
72
70
Draiupa Area
C 67
63
81
80
DrNita9e Area Aran AUTOCAD
D 90
87
86
35
Bea AUTOCAD mYwwslr Dream" Am Sa9
Rand Coeffi.et 0.55
Lwd Area 0.50
Lam Area 0.45
LW4 Nee 0.40 Lard Area
rent re+et 1-1 15..
1FT'21
(FT'21
(FT'2) (FT 2)
1
S 40 SL
131549.8P297121.9
9.8
302
A
2
Between S 4th 8 50 SL
97491.44A
2.24
A
3
S 5m SL
91702.9.9
2.17
A
4
N 6th St.
703953.08.0
11.45
B
5
Between 5 51h 8 6M St.
102596.56S
2.36
A
6
Between S am 8 70, SL
95258.94.8
1.68
A
7
N 7th SL
433810.11.2
Set
B
8
Between N 7th 8 81h SL
154389A3.5
2.68
B
9
Nam SL
4 017.07.0
1065
8
10
S 91h SL
N7121.91.9
6.82
A11
N91hSt.
47868843.9
9.03
8
12
N 10m SL
709289 0
709289.0
1528
B
13
S 100 SL
457236.7
457236.7
10.50
A
14
N 111h SL
IN3199.5
1043199.5
23.95
B
15
S11M St
4739596
473%96 •
low
B
16
S 12m SL
378867.6
378867.6
6.70
B
17
S 13M SL
505277.2
505277.2
13.44
B
18
S 141h SL
579988.9
579988.9
13.31
B
19
Between S 14th 8 15th SL
69201.3
69201.3
1.59
B
20
S 15U1 St.
609592.0
609592.0
13.99
8
21
N15m--00t SL
IN5989.8
18eSN9.8
43.30
8
22
S 161h SL
577477 5
577477.5
13.26
B
23
S 17M St.
437445A
437M5.1
10 N
8
24
S lam SL
548859E
548859.5
12.80
B
25
S 190 St.
522260.2
497018.0
11.41
B
26
S 2ah SL
474796.1
446325.1
10.25
B
27
S 21M St.
452809.7
429702.3
9.06
B
28
S 22M SL
442132.1
424M
10 6
B
29
Calico SL Cul4 Sac
406377.4
406377.4
9.33
B
30
Celim SL
3219562
321956.2
7.39
B
31
Devi. Place
200527.7
200527.7
4.60
B
32
PaubBe Rd. CuLde-Sac
330212.E
330212.6
7.58
B
3J
S 291h St.
222294.8
2222N 8
5.10
B
34
E C.N PL
137909.E
137909.E
3.17
C
JS
WC., PL
IM729
189872.9
i 4.3E
C
36
Sabm A"s
180175.E
180175.81
4.14
A
37
Webb SL Entr. M 8?7!!lt
561,172.4
1 561472./
1 12.89
A
35
Mid Vlebb SL
428221.1
428221A
ww
A
79
1 VNbD St. CU Sae
1 223518-1
1 223518.1
5.13
D
690
0.0
61.0
0.0
67.0
0.0
54.0
0.0
69.0
0.0
61.0
00
57.0
00
54.0
00
69.0
00
61.0
0.0
57.0
00
540
0.0
80.0
364561.5
75.0
0.0
72.0
0.0
700
0.0
69.0
0.0
61.0
0.0
57.0
0.0
64.0
0.0
69.0
0.0
61.0
0.0
57.0
00
64.0
2M28A
80.0
241117.5
75.0
0.0
72.0
00
70.0
0.0
80.0
86237.6
75.0
0.0
72.0
00
70.0
0.0
50.0
233536A
750
0.0
72.0
00
70.0
0.0
69.0
00
61.0
0.0
67.0
0.0
54.0
0.0
80.0
258974.2
75.0
00
72.0
00
70.0
0.0
80.0
61628811
750
0.0
1 72.0
00
1 70.0
00
69.0
343808.7
61.0
0.0
570
0.0
64.0
0.0
80.0
5419N6
75.0
0.0
72.0
00
700
0.0
50.0
232305.5
750
53019.5
720
50201.0
70.0
0.0
80.0
260029.7
750
0.0
72.0
00
700
0.0
80.0
41333395
750
0.0
72.0
0.0
700
0.0
80.0
377368.2
750
0.0
72.0
0.0
70.0
-- 0.0
00.0
692012
75.0
00
720
0.0
70.0
0.0
80.0
372708 7
750
0.0
720
0.0
700
' 0.0
50.0
6B496B9
75.0
00
72.0
0.0
700
0.0
80.0
349033S
75.0
0.0
720
0.0
70.0
0.0
80.0
210519.7
750
00
720
00
70.0
4175692
50.0
374%6A
75.0
00
720
0.0
70.0
0.0
339507.6
750
0.0
720
00
700
0.0
.0
2958N.2
75.0
00
72.0
0.0
700
0.0
.0
282322.7
75.0
0.0
72.0
00
700
0.0
.0
WM51.8
750
0.0
72.0
00
700
0.0
.0
0.0
750
0.0
72.0
00
70.0
345377.4
.0
0.0
75.0
0.0
72.0
252206S
70.0
0.0
Hoob
.0
00
75.0
01
72.0
0.0
70.0
164798.7
0
0.0
75.0
0.0
72.0
00
70.0
0.0
.0
154897.0
75.0
0.0
72.0
0.0
700
00
.0
0.0
83 0
0.0
81 0
00
50.0.0
0.0
800
0.0
810
0.0
60.0
181091.E.0
0061.0
0.0
57.0
155412A
64.0
00
.0
0.0
61.0
1 0.0
$7.0
0.0
54.0
492665.0
590
1001
61.0
1 00
57.0
i 00
54.0
WIM3.1
90.0
1 0.0
1 87.0
1 0.0
1 86.0
1 0.0
85.a
M17242

CALCULAT70N OF ANNUAL RUNOFF VOLUMES FOR KNOWN DRAINAGE SYSTEMS
9
AVERAGE ANNUAL PRECIPITATION Hydrologic Soil Group Residential -17am
FOR MOREHEAD CITY = 54.5 in A 51
B 68
Drainage Area C 79
Drainage Area from AUTOCAD D 84
from AUTOCAD minuswaler Drainage Area Sod Runoff Coefficient 0.38
ARFAA LOCATION MA21 fM21 (acres) Grotm
1
S 4th SL
131549.8
131549.8
3.02
A
2
Between S 4Ih & 5th SL
97494.4
97494.4
2.24
A
3
S 5th St.
94702.9
94702.9
2.17
A
4
N 601 SL
703953.0
498808.0
11.45
B
5
Between S 5th 8 61h SL
102596.5
102596.5
2.38
A
6
Between S 6th & 71h St
95258.9
73004.8
1.68
A
7
N 7th SL
433810.1
366301.2
8.41
B
8
Between N 7th & 8th St.
154389.4
116543.5
2.68
B
9
N BIh SL
464017.0
464017.0
10.65
B
10
S 9th SL
297121.9
297121.9
6.82
A
11
N 9m St.
478688.4
393373.9
9.03
a
12
N 10m St.
709289.0
709289.0
16.28
B
13
S 10m St.
457236.7
457236.7
10.50
A
14
N 111h St.
1043199.5
1043199.5
23.95
B
15
Sttlh St.
473959.6
473959.6
10.88
B
16
S 12th St.
378867.6
378867.6
8.70
B
17
S 13th St.
585277.2
585277.2
13.44
B
18
S 14th SL
579988.9
579988.9
13.31
B
19
Between S 14th & 15th SL
69201.3
69201.3
1.59
B
20
S ISM SL
609592.0
609592.0
'13.99
B
21
N151h--18th SL
1885989.8
1885989.8
43.30
B
22
S 16th SL
577477.5
577477.6
13.26
B
23
S 17th St.
437445.1
437445.1
10.04
B
24
S 18th SL
548859.5
548859.5
12.60
B
25
S 191h SL
522260.2
497018.0
11.41
B
26
S 201h SL
474796.1
446325.1
10.25
B
27
S21st SL
452809.7
429702.3
9.86
B
28
S 22nd St.
442432.1
442432.1
10.16
B
29
Calico SL Cul-de-Sac
406377.4
406377.4
9.33
B
30
Calico SL
321956.2
321956.2
7.39
B
31
Davis Place
200527.7
200527.7
4.60
B
32
Paulette Rd. Cui-0e-Sac
330212.6
330212.0
7.58
B
33
S 29th SL
222294.8
222294.8
5.10
B
34
E Coral Pt
137909.6
137909.6
3.17
C
35
W Coral PL
189872.9
189872.9
4.36
C
36
Salem Ave.
180475.6
180475.6
4.14
A
37
Webb SL Entrance at Bryan St.
1 561472.4
561472.4
12.89
A
38
Mid Webb St.
1 428224.4
428224.4
9.83
A
39
Webb SL Cul-de-Sac
1 223518.1
223518.1
5.13
D
10
Unimproved Cleared
39
61
74
80
Land Area 0.35
fFTA21
11
Water (Swnd)
(Remove from
Total)
Land Area Land Area
IFTA21 IFT•21
51.0
0.0
39.0
0.0
0.0
51.0
0.0
39.0
0.0
0.0
51.0
0.0
39.0
0.0
0.0
68.0
0.0
61.0
0.0
205145.0
51.0
0.0
39.0
0.0
0.0
51.0
0.0
39.0
0.0
22254.1
68.0
0.0
61.0
0.0
67508.9
68.0
0.0
61.0
0.0
37845.9
68.0
0.0
61.0
0.0
0.0
51.0
0.0
39.0
0.0
0.0
68.0
0.0
61.0
0.0
65314.5
68.0
0.0
61.0
0.0
0.0
51.0
0.0
39.0
0.0
0.0
68.0
270873.1
61.0
0.0
0.0
68.0
0.0
61.0
0.0
&0
68.0
0.0
61.0
0.0
0.0
68.0
0.0
61.0
0.0
0.0
68.0
0.0
61.0
0.0
0.0
68.0
0.0
51.0
0.0
0.0
68.0
0.0
61.0
53498.6
0.0
68.0
0.0
61.0
271836.3
0.0
68.0
0.0
61.0
37117.8
0.0
68.0
0.0
61.0
0.0
0.0
68.0
0.0
61.0
0.0
0.0
68.0
0.0
61.0
0.0
25242.2
68.0
0.0
61.0
0.0
28471.0
68.0
0.0
61.0
(to
23107.4
68.0
1 0.0
61.0
0.0
0.0
68.0
0.0
61.0
0.0
0.0
68.0
0.0
61.0
0.0
0.0
68.0
0.0
61.0
0.0
0.0
68.0
299490.9
61.0
0.0
&0
68.0
0.0
61.0
0.0
0.0
79.0
0.0
74.0
0.0
0.0
79.0
0.0
74.0
0.0
0.0
51.0
0.0
39.0
0.0
0.0
51.0
0.0
39.0
0.0
0.0
51.0
0.0
39.0
0.0
0.0
84.0
0.0
80.0
0.0
0.0

CALCULATION OF ANNUAL RUNOFF VOLUMES FOR KNOWN DRAINAGE SYSTEMS
AVERAGE ANNUAL PRECIPITATION - Volume of
FOR MOREHEAD CITY 54.5 in Runoff
Expressed As
Total Drainage Area Depth of
Drainage Area from AUTOCAD Corrected COMPOSITE COMPOSITE Volume of Volume of Water over
from AUTOCAD minuswalererea DrainageArea Sol SCSCURVE RUNOFF Runoff Runoff Entire Watershed
ivrinr Irrem Inrncm r- NIIMRFR rnFFFIrrFNT /MIIIIONGALI /drRF-IN) /INI
1
S 4th St.
131549.8
131549.8
3.02
A
89.0
0.85
3.00
139.9
46.3
2
Between S 4th 8 51h St.
97494.4
97494.4
2.24
A
89.0
0.85
2.82
103.7
46.3
3
S 5th St
94702.9
94702.9
2.17
A
89.0
0.85
273
100.7
46.3
4
N 6th St.
703953.0
498808.0
11.45
B
94.8
0.66
11.14
410.4
35.8
5
Between S 5th 8 6th St.
102596.5
102596.5
2.36
A
89.0
0.85
296
109.1
48.3
6
Behveen S 6th 8 7th St.
95258.9
73004.8
1.68
A
83.0
0.15
1.85
68.2
40.7
7
N 7th St.
433810.1
366301.2
8.41
B
60.2
0.69
8.55
314.7
31.4
8
Between N An 8 81h St.
154389.4
116543.6
2.68
B
64.7
0.65
259
914
35.6
9
N 8th St.
464017.0
464017.0
10.65
B
87.9
0.73
11.53
424.6
39.9
10
S 9th St.
297121.9
297121.9
6.82
A
91.7
0.88
8.89
327.3
1 48.0
11
N 91h St
478688.4
393373.9
%03
B
881
069
9.18
338.0
37.4
12
N loth St.
709289.0
709289.0
16.28
B
84.9
0.66
15.68
584.7
35.9
13
S 10th St
457236.7
457236.7
10.50
A
76.2
0.65
10.08
371.4
35.4
14
N I lth St.
1043199.5
1043199.5
23.95
B
80.9
0.39
21.06
775.5
324
15
S 11th St
473959.6
473959.6
10.88
B
83.8
0.65
10.48
385.8
35.5
16
S 12th St
378867.6
378867.6
8.70
B
85.6
0.68
8.69
320.2
36.8
17
S 13th St.
585277.2
585277.2
13.44
B
85.3
0.67
13.27
488.8
36.4
18
S 14th St
579988.9
579988.9
13.31
B
86.3
0.69
13.59
500.5
37.6
19
Between S 14th 8 15th St.
69201.3
69201.3
1 1.59
B
1 80.0
0.551
1.29
47.6
30.0
20
S 15th St.
609592.0
609592.0
13.99
B
83.7
0.65
13.52
4979
1 35.6
21.
N 15th - -18th St
1885989.8
1885989.8
43.30
B
64.9
0.70
44.70
1646.0
38.0
22
S 16th St.
577477.5
577477.5
13.26
B
84.7
0.07
13.14
483.8
36.5
23
S 17th St.
437445.1
437445.1
10.04
B
85.5
0.67
10.01
368.5
36.7
24
S lath SL
548859.5
548859.6
12.60
B
85.7
0.68
1262
484.7
36.9
25
S 19th St.
522260.2
497018.0
11.41
B
85.7
0.68
11.43
420.8
36.9
26
S 201h St.
474796.1
446325.1
10.25
B
$6.1
0.08
10.39
3824
37.3
27
S 21 at St.
452809.7
429702.3
9.86
B
86.2
0.69
10.03
369.4
37.5
28
S 22nd St
442432.1
442432.1
10.16
B
65.41
0.67
10.06
370.5
36.5
29
Calico St. Cul-de-Sac
406377.4
406377.4
1 9.33
B
74.2
0.48
6.66
245.4
26.3
30
Calico St.
321956.2
321956.2
7.39
B
77.6
0.56
all
224.9
1 30.4
31
Davis Place
200527.7
200527.7
4.60
B
75.0
0.50
3.39
124.9
27.1
32
Paulette Rd. Cul-de-SaC
330212.6
330212.6
7.58
B
70.8
0.43
4.86
178.9
23.6
33
S 291h St.
222294.8
222294.8
5.10
B
85.5
0.67
5.07
186.7
30.6
34
E Coral Pt.
137909.E
137909.6
3.17
C
82.0
- 0.46
217
79.7
25.2
35
W Coral Pt.
189872.9
189872.9
4.36
C
80.8
0.43
274
101.1
23.2
36
Salem Ave.
180475.6
180475.6
4.14
A
e27
0.52
3.18
117.3
28.3
37
Webb St. Entrance at Bryan St.
561472.4
561472.4
12.89
A
59.1
Z.
0.47
8.92
328.3
25.5
38
Mid Webb St.
428224.4
428224.4
9.83
A
0.49
7.07
260.4
26.5
39
Webb St. Culde-Sac
223518.1
1 223518.1
1 5.13
1 D
86.31
0.451
3.44
126.9
24.7
4

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SURVEY CALCULATIONS FOR MOREHEAD CITY
GO FROM BENCH MARK 0 POLICE STATION TO TBM
STATION BS
HI
FS
ELEV
DESC -
1.85
10.60
8.75
BM-TIDALSI
SAI
14.47
2.24
8.36
TP
14.47
1.21
13.28
T3
4.24
16.60
2.11
12.36
TP ON RR
I.54
16.59
1.55
15.05
TBM 31 ON WEST SIDE OF LIGHT POLE IN WACHOVIA BANK PARKING LOT ON 9NDIAN BEACH' STICKER
2.40
14.75
4.24
12.35
TP ON RR
4.38
10.11
9.00
5.75
TP
1.37
8.74
BM-TIDALit OK
STH STREET DRAINAGE SYSTEM STRUCTURES
STATION BS
HI
FS
ELEV
DESC
1.02
16.07
15.05
TBM 31
16.07
4.67
11.40
CB 921 -TOP-CATCH BASIN 0 CENTER OF BANK PARKING LOT
16.07
4.87
11.20
CB 020 - TOP - CATCH BASIN 0 NE CORNER OF BANK PARKING LOT
16.07
5.77
10.30
CB 319 -TOP - CATCH BASIN 0 SW CORNER OF 8TH d BRIDGES STREETS
16.07
5.22
10.85
MH 322 -TOP - MANHOLE 0 INTERSECTION OF STH S BRIDGES STREETS
3.90
16.05
3.92
12.15
TP
10.05
4.74
11.31
CB 318 -TOP - CATCH BASIN IN ALLEY 0 CITY HALL PARKING LOT
4.35
15.18
5.22
10.83
TP
2.38
11.11
6.45
8.73
TP
11.11
4.74
6.37
CB 823 - TOP - CATCH BASIN 0 SW CORNER OF 8TH 3 FISHER STREETS
11.11
4.83
6.28
CB 924 - TOP - CATCH BASIN 0 SE CORNER OF STH 6 FISHER STREETS
11.11
4.59
6.52
MH 325-TOP -MANHOLE 0INTERSECTION OF STH d FISHER STREETS
3.59
9.36
5.34
5.77
TP
9.36
5.36
4.01
CS #27 - TOP - CATCH BASIN 0 SW CORNER OF STH & BAY STREETS
9.36
5.39
3.97
CB 026 -TOP - CATCH BASIN 0 BE CORNER OF STH 6 BAY STREETS
9.36
5.06
4.30
MH 028 -TOP - MANHOLE 01NTERSECTION OF 8TH 3 BAY STREETS
4.44
8.97
4.83
4.53
TP •-
8.97
5.66
3.31
CB #29 - TOP - CATCH BASIN 0 NORTH END OF STH STREET
8.97
9.03
-0.08
INVERT 0 END OF OUTFALL PIPE -
8.97
5.84
3.13
INVERT O UPPER END OF 15- CMP CULVERT (CLOGGED)-C330
8.97
6.78
2.19
INVERT 0 LOWER END OF 1S" CMP CULVERT (CLOGGED) - C331
5.47
10.16
4.28
4.69
TP
7.13
13.74
3.55
0.61
TP WATER AT CURB ON SOUTH SIDE OF FISHER - EAST OF 8TH PER RESIDENT
4.86
15.80
2.80
10.94
TP
0.78
15.02
IBM 31 OK
0 BACK TO PICK UP OTHER BTH STREET DRAINAGE SYSTEM STRUCTURES
STATION BS HI FS ELEV DESC
4.90 9.20 4.30 MH 328 -TOP - MANHOLE O INTERSECTION OF 8TH A BAY STREETS
9.20 5.50 3.70 MH 94525 -TOP - MANHOLE 0 NORTH OF INTERSECTION OF STH 3 BAY STREETS
5.07 4.13 CB 04527 -TOP - CATCH BASIN 0 NW CORNER OF PARK 0 CORNER OF STH 3 BAY STREETS

6TH STREET DRAINAGE SYSTEM STRUCTURES
STATION BS
HI
FS
ELEV
DESC '
1.12
16.17
15.05
TBM 81
3.74
13.40
6.51
9.66
TP
3.49
10.88
6.01
7.39
TP
10.88
5.66
5.22
CS 8315 - TOP - CATCH BASIN 0 SW CORNER OF 6TH & BRIDGES STREETS
10.88
5.78
5.10
CB #4528 -TOP - CATCH BASIN 0 SE CORNER OF 6TH & BRIDGES STREETS
10.88
5.02
5.66
MH 8316 - TOP - MANHOLE 0 INTERSECTION OF 6TH & BRIDGES STREETS
4.63
10.59
4.92
5.96
TP
4.56
9.70
5.45
5.14
TP
9.70
5.67
4.03
CB #305 - TOP - CATCH BASIN 0 SW CORNER OF STH & FISHER STREETS
9.70
5.65
- 4.05
CB #306 - TOP - CATCH BASIN NORTH OF INTERSECTION OF 6TH & FISHER STREETS
9.70
5.72
3.98
CB 0307 - TOP - CATCH BASIN 0 SE CORNER OF 6TH & FISHER STREETS
9.70
5.29
4.41
MH #4526 -TOP - MANHOLE 0 INTERSECTION OF 6TH & FISHER STREETS
3.07
10.59
2.18
7.52
TBM 02 - TOP OF FIRE HYDRANT 0 6TH AND FISHER
5.51
11.61
4.49
6.10
TP -
6.18
13.57
4.22
7.39
TP
6.56
16.22
3.91
9.66
TP -
1.17
15.05
TBM 01 OK
GO BACK TO PICK UP OTHER 6TH STREET DRAINAGE SYSTEM STRUCTURES
STATION BS HI
FS
ELEV
DESC
2.07 9.59
7.52
TBM #2
9.59
8.89
0.70
OUTFALL PIPE INVERT - NORTH END OF 6TH STREET
9.59
6.87
2.72
DITCH - ® PIPE OUTLET INTO SOUND
9.59
6.47
3.12
DITCH - MIDWAY TO SOUND
9.59
5.72
3.87
DITCH - JUST NORTH OF BAY STREET
2.07
7.52
TBM i2 OK

GO BACK TO PICK UP PIPE INVERT ELEVATIONS AT ALL DRAINAGE SYSTEM STRUCTURES
STN STREET DRAINAGE SYSTEM STRUCTURES
DEPTH FROM TOP OF STRUCTURE ON)
ELEV
DESC
11.0
CB 621- TOP -CATCH BASIN 0 CENTER OF BANK PARKING LOT
35
0.40
NORTH INVERT -W VITRIFIED CLAY
11.2
CS 620- TOP - CATCH BASIN O NE CORNER OF BATIK PARKING LOT
47.125
727
NORTH INVERT-6-VITRIFIED CLAY
A/.75
7.47
60UTH INVERT. 6-VITRIPIED CLAY
10.3
CB Sig =TOP. CATCH BASIN 0 SW CORNER OF 6TH A BRIDGES STREETS
54.25
5.78
NORTH INVERT -IT VITRIFIED CLAY
39.75
7.07
SOUTH INVERT -S-VITRIFIED CLAY
11.31
CB 618- TOP - CATCH BASIN IN ALLEY 0 CITY HALL PARKING LOT
CLOGGED
NORTH INVERT -IT VITRIFIED CLAY
6.37
CB 823.TOP. CATCH BASIN 0 SW CORNER OF STH a FORMER STREETS
35
3.45
EAST INVERT -IT VITRIFIED CLAY
6.28
C862A- TOP - CATCH BASIN O BE CORNER OF 6TH A FISHER STREETS
31.5
3.66
WEST INVERT.12'VaMFIED CLAY
3.97
CB ON -TOP -CATCH BASIN 0 SE CORNER OF STH a BAY STREETS
25.5
1.65
NEST INVERT -IT VITRIFIED CLAY
4.01
CO 927-TOP. CATCH BASIN 0 SW CORNER OF 6TH a SAY STREETS
22.075
2.10
EAST INVERT -IT VITRIFIED CLAY
3.31
CB ON -TO' -CATCH BASIN® NORTH END OF STH STREET
32
0."
NORTH INVERT -1T VITRIFIED CLAY
31.5
0.69
SOUTH INVERT -1T VITRIFIED CLAY
4.13
CB N527- TOP - CATCH BASIN O NWCORNER OF PARK® CORNER OF STH a BAY STREETS
18
2.63
EASTINVERT-IT PVC
10.85
MH 622-TOP - MANHOLE @ INTERSECTION OF STH A BRIDGES STREETS
67.25
5.25
NORTH WERT-1T VITRIFIED CLAY
64.25
5.50
NEST INVERT-1TVDRIFIED CLAY
64.75
5.45
EAST INVERT -1T VITRIFIED CLAY
6.52
MH 025-TOP. MANHOLE O INTERSECTION OF 6TH a FISHER STREETS
41.5
3.05
WEST INVERT. IT VITRIFIED CLAY
40.75
3.12
EAST INVERT- IT VITRIFIED CLAY
46,25
2.67
SOUTH INVERT -1T VITRIFIED CLAY
46.25
2.67
NORTH INVERT -1T VITRIFIED CLAY
4.3
MH ON -TOP- MANHOLE 0 INTERSECTION OF STH a BAY STREETS
31.25
1.70
NEST INVERT -IT VITRIFIED CLAY
34.125
1.48
EAST INVERT -1P VITRIFIED CLAY
33.625
1.50
SOUTH INVERT -1T VITRIFIED CLAY
34.0525
1.46
NORTH INVERT -1T VITRIFIED CLAY
3.7
MH 6A525. TOP. MANHOLE O NORTH OF INTERSECTION OF 6TH a BAY STREETS
35,125
0.77
WEST INVERT-ITPVC
35
0.78
SOUTH INVERT. IT VITRIFIED CLAY
34.25
015
NORTH INVERT -1T VITRIFIED CLAY

BTH STREET DRAINAGE SYSTEM STRUCTURES
DEPTH FROM TOP OF STRUCTURE (IN)
ELEV
DESC
5.22
CS $315 - TOP - CATCH BASIN 0 SW CORNER OF 6TH & BRIDGES STREETS
28.875
2.81
NORTHEAST INVERT - 12'VITRIFIED CLAY
5.1
CB #4528 - TOP - CATCH BASIN 0 SE CORNER OF 6TH & BRIDGES STREETS
28.5
2.73
NORTHWEST INVERT- 1Y VITRIFIED CLAY
4.03
CB $305 - TOP - CATCH BASIN @ SW CORNER OF 6TH & FISHER STREETS
21
2.28
NORTHEAST INVERT -12' VITRIFIED CLAY
4.05
CB #308 - TOP - CATCH BASIN NORTH OF INTERSECTION OF 6TH & FISHER STREETS
28.75
1.65
SOUTH INVERT - 12'VITRIFIED CLAY -
29.5
1.59
NORTH INVERT -12' VITRIFIED CLAY
3.98
CB 0134 - TOP - CATCH BASIN 0 SE CORNER OF 6TH & FISHER STREETS
21.25
2.21
NORTHWEST INVERT- I r VITRIFIED CLAY
5.86
MH #316 - TOP - MANHOLE @ INTERSECTION OF 6TH & BRIDGES STREETS
43.5
2.24
SOUTHWEST INVERT - 12'VITRIFIED CLAY -
44.25
2.17
SOUTHEAST INVERT -12' VITRIFIED CLAY
43.125
2.27
NORTH INVERT- I VITRIFIED CLAY
4.41
MH #4526 - TOP - MANHOLE @ INTERSECTION OF 6TH & FISHER STREETS
30.5
1.87
WEST INVERT -12' VITRIFIED CLAY
31.625
1.77
EAST INVERT -12' VITRIFIED CLAY -
30
1.91
SOUTH INVERT- 12' VITRIFIED CLAY
29
1.99
NORTH INVERT -12' VITRIFIED CLAY

STORMWATER DRAINAGE SYSTEM PLAN
TOWN OF MOREHEAD CITY, NORTH CAROLINA
APPENDIX D
PHOTOGRAPHS

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STORMWATER DRAINAGE SYSTEM PLAN
TOWN OF MOREHEAD CITY, NORTH CAROLINA
Photo #7 - 8" Street System - Looking South From Bridges St. to Arendell St.
Photo #8 - 8`" Street System - Looking North From Bridges St. to Fisher St.

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