19890002 Ver 1_Complete File_19891128

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d
State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor December 15, 1989 R. Paul Wilms
William W. Cobey, Jr., Secretary Director
Mr. Raymond Allen
City of Albemarle
Wastewater Treatment Plant
Post Office Box 190
Albemarle, North Carolina 28002-0190
Dear Mr. Allen:
Subject: Certification Pursuant to Section 401 of the Federal
Clean Water Act,
Flow Measuring Device
Long Creek
Stanly County
Attached hereto are two (2) copies of Certification No. 2419
issued to the City of Albemarle dated December 15, 1989.
If we can be of further assistance, do not hesitate to
contact us.
Sincerely,
R. Paul Wilms
Attachments
cc: Wilmington District Corps of Engineers
lVoresville Regional Office
r. William Mills
Mr. John Parker
P.O. Box 27687, Raleiiji, North Carolina 27611-7687 Telephone [phone]
NORTH CAROLINA
Stanly County
CERTIFICATION
THIS CERTIFICATION is issued in conformity with the
requirements of Section 401 Public Laws 92-500 and 95-217 of the
United States and subject to the North Carolina Division of
Environmental Management Regulations in 15 NCAC 2H, Section .0500
to the City of Albemarle pursuant to an application filed on the
20th day of October, 1989 to operate a flow measuring weir in
Long Creek.
The Application provides adequate assurance that the
discharge of fill material into the waters of Long Creek in
conjunction with the flow measuring weir in Stanly County will
not result in a violation of applicable Water Quality Standards
and discharge guidelines. Therefore, the State of North Carolina
certifies that this activity will not violate Sections 301, 302,
303, 306, 307 of PL 92-500 and PL 95-217 if conducted in
accordance with the application and conditions hereinafter set
forth.
Condition(s) of Certification:
1. That the activity be conducted in such a manner as
to prevent significant increase in turbidity
outside the area of construction or construction
related discharge (increases such that the
turbidity in the Stream is 50 NTU's or less are not
considered significant).
Violations of any condition herein set forth shall result in
revocation of this Certification.
This Certification shall become null and void unless the
above conditions are made conditions of the Federal Permit.
This the 15th day of December, 1989.
DIVISION OF ENVIRONMENTAL MANAGEMENT
C
1 &i
R. Paul Wilms, Director
WQC# 2419
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4 L,
DIVISION OF ENVIRONMEN MANAGEMENT
October 31, 1989
MEMORANDUM TO: Bill Mills
FROM: D. Rex Gleason
SUBJECT: 401 Water Quality Certification
City of Albemarle
Flow Measuring Weir and Crossing Structure on
Long Creek
Stanly County, North Carolina
Appropriate Water Quality staff have reviewed the subject
project. Based on this review, we do not believe the project
will cause any long term or reversible damage to the creek during
the construction phase. Operation of the weir with 6-foot
removable gates may present future problems if insufficient flow
to downstream areas is allowed to occur. Due to the reasons
cited for construction of the structure (as they relate to
anticipated wastewater treatment plant discharges), it is
requested that you allow Trevor Clements' staff to review this
matter prior to issuing the subject certification.
If you have questions regarding these comments, please
advise.
DRG:se

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
1?a`i fit ?'?'I. v P.O. BOX 1890 r, < r?
WILMINGTON, NORTH CAROLINA 28402.1890
October 18, 1989
IN REPLY REFER TO
Regulatory Branch (571
SUBJECT: File No. CESAW-C090-N-084-0024
Mr. William Mills
Water Quality Section
Division of Environmental Management
North Carolina Department of Natural
Resources and Community Development
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Dear Mr. Mills:
Enclosed is the application of the City of Albemarle for a Department of
the Army (DOA) after-the-fact permit and a State Water Quality Certification
to retain concrete fill material in Long Creek placed in conjunction with the
construction of a flow measuring weir and road crossing in Albemarle, Stanley
County, North Carolina. Your receipt of this letter verifies your acceptance
of a valid request for certification in accordance with Section 325.2(b)(ii)
of our administrative regulations.
We are considering authorization of the proposed activity pursuant to
Section 404 of the Clean Water Act, and we have determined that a water
quality certification may be required under the provisions of Section 401 of
the same law. A DOA permit will not be granted until the certification has
been obtained or waived.
In accordance with our administrative regulations, 60 days after receipt
of a request for certification is considered a reasonable time for State
action. Therefore, if your office has not acted on the request by
December 18, 1989, the District Engineer will deem that waiver has occurred.
Questions or comments may be addressed to Mr. David Baker, telephone (704)
259-0856.
Sincerely,
WWa e Wrigh
cting Chief, Regulatory Branch

a
Enclosure
-2-
Copy Furnished (without enclosure):
Mr. John Parker
Division of Coastal Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
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Office of
Water/Sewer Utilities
Plants Division
City of Albemarle
North Carolina
C EJ ED
September 12, 1989 SFr 1 1989
,!ailing Address
P. 0. [fox 190
Albemarle, N. C.
28002-0190
[phone]
REGULATORY BRk,u
Mr. Charles W. Hollis, Chief
Regulatory Branch
Department of the Army
Corps of Engineers
P 0 Box 1890
Wilmington NC 28402-1890
RE: File No. CESAWCO-89-E-084-0438
Dear Mr. Hollis:
The City of Albemarle request a permit to operate a flow measuring
device in Long Creek upstream of the discharge of the Albemarle
Wastewater Treatment Plant which is approximately two miles below Long
Creek City Dam. The flow measuring device is basically a compound
rectangular weir constructed of concrete. This weir should be able to
measure a flow rate in Long Creek of approximately 90 MGD. The accuracy
of the compound weir will be much greater at flow rates below 12.5 MGD.
The width of this compound weir is 48'9" wide and 36" high with two
small 6' rectangular weirs with removable gates. For further details
consult the enclosed drawing.
The main reason the City installed the flow measuring device is that the
Albemarle Wastewater Treatment Plant discharge standards are based on
the flow in Long Creek. According to the U.S. Geological Service, the
7Q10 (the lowest daily average flow over a seven-day period every ten
years) for Long Creek directly upstream from the Wastewater Treatment
Plant discharge is 1.03 MGD. The Albemarle Wastewater Treatment Plant
is permitted to discharge 16 MGD. When the 7Q10 flow occurs in Long
Creek the Waste Treatment Plant discharge will constitute 94% of the
downstream flow. This is the figure used to compute the treatment
plant's discharge limits. The City of Albemarle has requested discharge
limitations based on the actual daily flow not the 7Q10. Therefore,
measuring the flow in Long Creek would be essential.
The City of Albemarle can use the information provided by measuring the
flow in Long Creek to better protect the existing aquatic life. The
City of Albemarle disinfects the Wastewater Treatment Plant discharge in
order to meet bacteriological limitations. Chlorine is used as the
disinfectant. In using this substance, a residual of chlorine in the
discharge is necessary to insure appropriate disinfection. This
residual chlorine in the Waste Treatment Plant effluent does not cause
any problems to the aquatic life under normal flow conditions in Long
Creek. However, during low flows the residual chlorine could cause
problems to the fresh water inhabitants. The City of Albemarle has the
ability to remove the residual chlorine from its discharge, but it is a

Mr. Charles W. Hollis
09-12-89
2
fairly expensive process. Since the residual chlorine does not cause a
problem during normal flow conditions, there should be no need to
dechlorinate the effluent except during low flow conditions. In order
to determine when the effluent should be dechlorinated, the flow of Long
Creek would have to be measured.
Also, the City of Albemarle plans to regulate the flow in Long Creek
during low flow conditions by utilizing the reservoir at City Lake (Long
Lake). By regulating flow in this manner, the dissolved oxygen level in
the creek should be kept at an acceptable level and there should be no
need to dechlorinate the Wastewater Treatment Plant effluent. This
could also make the Waste Treatment Plant discharge limitations less
stringent. In order to execute this plant effectively, the flow in Long
Creek must be measured.
The City of Albemarle has also constructed a concrete ford across Long
Creek so that it may have access to land across the creek owned by the
City of Albemarle. This land has no public road access and the only
other means of getting to the property is via private drives. The
landowners of these private drives have objected to the City using them
as access routes. Also, if these private roads were used, the City
would have to travel an additional four (4) miles to get to the
property. This property is utilized for land application of treated
sludge generated by the Wastewater Treatment Plant, where it is used to
grow fescue hay.
If you have any questions, contact me at the above telephone number at
Extension 250.
Sincerely, Q?
Don P. Duncan
Superintendent of Plants
DPD/ljl
cc:file
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Attachments
1) Vicinity Map
2) Plan View
3) Elevation and Section View
4) Topo
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g. List the mat'brials, such as marl, paver stone,
asphalt, or concrete, to be used for paved
surfaces. N/A
h. If applicable, has a scormwater management
plan been submitted to the Division of En-
vironmental Management? ' N/A
i. Describe proposed sewage disp=1 and/or waste
water treatment facilities. N/A
j. Have these facilities received stare or local
approval? N/A .
k. Describe exN SiAng treatment facilities.
1. Describe location and type of discharges to
waters of the stare (for example,- surface runoff,
sanitary wastewater, "industriaUcommerciai
effluent, or "wash down"), N/A
M. Water supply source N/A
n. If the project is oceanfront development.
describe the steps that will be taken to main-
tain escablished'public beach ccessways or pro-
vide new access.
o. If the project is on the oceanfront, what will
be the elevation above mean sea level of the
first habitable floor? N/A
6 EXCAVATION AND FILL
INFORMATION
a. Describe below the purpose of proposed excava.
tion or fill activiti.a ((-xcludir.5 bulkheads,
which are covered in Section 7). *
Access channel
(MLW) or (NWL)
Boat basin
Other (break-
water, pier,
boat ramp,
rock jetty)
Fill placed in
wetland or below
MHW
Upland fill
areas
b. Amount of material to be excavated from
below water level in cubic yards NN/A
/A
c. Type of material
d. Does the area to be excavated include marsh-
land, swamps, or other weriands7 N/A
e. High ground excavation, in cubic ar N/A
f. Dimensions of spoil disposal area K/A
g. Location of spoil disposal area N/A
h. Do you claim title to the disposal area? N/A -_
If not, attach a letter granting permission from
the owner.
Will a disposal area be available for future
maintenance?/ N/A
If so, where? N/A
Does the disposal area include any marshland.
swampland,'or water areas? N/A
k. Will the fill material be placed below mean
high water? Yes
1. Amount of fill in cubic yards 13
m. Type of fill material Concrete
n. Source of fill material N/A
o. Will fill material be placed on marsh or ocher
wetlands? N/A N/A
p. Dimensions of the wetland to be filled
q. How will excavated or fill' material be kept on
site and erosion controlled? N/A

r. What type of construction equipment will be
used (for example, dragline, backhoe, or
hydraulic dredge)? N/A
s. Will wetlands be crossed in transporting equip-
menc co the project site? If yes, explain
the steps that will be taken to 1 sseAn en-
vironmenrai impacts.
7 SHORELINE STABILIZATION
a. Length of bulkhead or riprap N/A
b. Average distance waterward of mean high water
or normal water level N/A
c. Shoreline erosion during preceding 12 months,
in feet N/A
d. Type of bulkhead material N/A
e. Amount of fill, in cubic yards, to be placed
below mean high water /
f. Type of fill material N/A
Z
+ c„_ A++nrharl
Length Width Depth

Please type or print. Carefully describe all an- d. Describe the planned use of the project.
•' ticipated development activities, including construc- To measure the flow rate i n Long
tion, excavation, filling, paving, land clearing, and Creek and provide a means to
stormwater control. If the requested information is cross the creek to adJacent City
not relevant to your project, write N/A (not ap- proper y. M
plicable). Items 14 and 8-9 must be completed for ;q,-LAND AND WATER
all projects. CHARACTERISTICS
1 .=APPLICANT- --. ?..
P14
a. Name City of Albemarle WWTP
Address Box, 190 ffSWTORY
City emarle State NC
Zip X8002-0190 JDay phone[phone]
Landowner or Authorized agent
b. Pr ject name (if any) Long Creek
F?ow Measurinq Station
c. If the applicant is not the landowner, also give
the owner' Ns name and address.
2. LOCATIO14 OF PROPOSED
PROJECT
a. Street address or secondary road number
104'0 Coble Avenue Extension
b. City, town, community, or landmark
Albemarle NC
c. County Stan 1 Y
d. Is proposed work within city limits or planning
jurisdiction? No
e. Name of body of water nearest project
Lonq Creek
3 DESCRIPTION AND PLANNED,
.::._ USE OF PROPOSED PROJECT
a. Describe all development activities you propose
(for example, building a home, motel, marina,
bulkhead, or pier);
To build a concrete flow
measuring weir and ford
across Long Creek
If you plan to build a marina, also complete
and attach Form DCM-MP-2.
b. Is the proposed activity maintenance of an ex-
isting project, new work, or both? New work
c. Will the project be for community, private, or
commercial use?
Public utility (private)
iag9 Size of entire tract N/A
t. Size of individual lot(s) N/A
B?Mqievation of tract above mean sea level or Na-
tional Geodetic Vertical Datum N/A
d. Soil type(s) and texture(s) of tract N/A
C. Vegetation on tract N
f. Man-made features now on tract N/A
g. What is the CAMA Land Use Plan Classifica-
tion of the site? (Consult the local land use
plan.) . N/A
Conservation Transitional
Developed Community
Rural Other
h. How is the tract zoned by local government?
Residential/Agriculture
i. How are adjacent waters classified? N/A
j. Has a professional archaeological survey been
carried out for the tract? N/A
If so, by whom?
5 UPLAND DEVELOPMENT,'
Complete this section if the project includes any
upland development.
a. Type and number of buildings, facilities, or
structures proposed N/A
b. Number of lots or parcels N/A
c. Density (Give the number of residential units
and the units per acre.) N/A
d. Size of area to be graded or disturbed N/A
e. If the proposed project will disturb more than
one acre of land, the Division of Land
Resources must receive an erosion and sedimen-
tation control plan at least 30 days before land
disturbing activity begins. If applicable, has a
sedimentation and erosion control plan been
submitted to the Division of Land Resources?
N/A
f. Give the percentage of the tract within 75 feet
of mean high water to be covered by im-
permeable surfaces, su N?Apavement,
buildings, or rooftops.
l?
I .
ADDITIOi t FORMATION.
In addition to the completed application form, the
following items must be submitted:
A copy of the deed (with state application only) or
other instrument under which the applicant claims
title to the affected property. If the applicant is not
claiming to be the owner of said property, then for-
ward a copy of the deed or other instrument under
which the owner claims. title, plus written permis-
sion from the owner to carry out the project.
An accurate work plat (including plan view and
cross sectional drawings) drawn to scale in black
ink on 8 3h x 11 white paper. (Refer to Coastal
Resources Commission Rule 7J.0203 for a detailed
description.)
Please note that original drawings are preferred and
only high quality copies will 'be accepted. Blue-line
prints or other larger plats are acceptable only if 16
high quality copies are provided by the applicant.
(Contact the U.S. Army Corps of Engineers regard-
ing that agency's use of larger drawings.) A site or
location map is a part of plat requirements and it
must be sufficiently detailed to guide agency per-
sonnel unfamiliar with the area to the site. Include
county road (SR) numbers, landmarks, and the like.
A stormwater management plan, if applicable, that
may have been developed in consultation with the
Division of Environmental Management.
A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners. These
individuals have 30 days in which to submit com-
ments on the proposed project to the Division of
Coastal Management. The applicant must advise
the adjacent landowners of this opportunity by sen-
ding a copy of the permit application to them by
registered or certified mail. This notification is re-
quired by G.S. 113-229(d).
Name
Address
Name
Address
Name_
Address
A list of previous state or federal permits issued
for work on the project matt. Include permit
numbers, permittee, and issuing dates.
A check for $100 made payable to the Depart-
ment of Natural Resources and Community
Development to cover the costs of processing the
application.
A signed AEC hazard notice for projects in ocean-
front and inlet areas.
A statement on the use of public funds. If the
project involves the expenditure of public funds, at-
tach a statement documenting compliance with the
North Carolina Environmental Policy Act
(N.C.G.S. 113A-1 to 10).
9 CERTIFICATION AND PERhffS'
SION TO ENTER ON LAND' :
Any permit issued in response to this application
will allow only the development described in the
application. The project will be subject to condi
tions and restrictions contained in the permit.
I certify that to the best of my knowledge, the pro-
posed activity complies with the State of North
Carolina's approved Coastal Management Program
and will be conducted in a manner consistent with
such program.
I further certify that I am authorized to grant, and
do in fact, grant permission to representatives of
state and federal review agencies to enter on the
aforementioned lands in connection with
evaluating information related to this permit ap-
plication and follow-up monitoring of project.
This is the 1 ?- day of U
1. 91`1 - .
X
Landown r Authorized agent
Send the completed application materials to the
Division of Coastal Management Office nearest you
and the U.S. Army Corps of Engineers. See the
map on the inside front cover for the appropriate
DCM office and addresses and phone number.
3
Give tine location of fuel handling facilities and
describe the safety measures planned to protect
area water quality.
Describe design measures that promote boat
basin flushing or circulation and reduce water
quality impacts. -
k. What will be the marina policy on overnight
and live-board dockage?
1. Is the proposed marina located near any
shellfish leases? If so, give the name and
address of the leaseholder.
m. If this project is an expansion of an existing
marina, what types of services are currently
provided?
n. How many slips,are now available?
- .
Il
Form DCM-MP-2
MARINA
DEVELOPMENT
Attach this form to the Application for Permits to
Develop in North Carolina's Coastal Area. Be sure
to complete all other sections of that application
which relate to this proposed project, including
upland areas, even if duplicative. All shore-based
facilities must be included in application and work
plats.
1. MARINA CHARACTERISTICS 1
a. Check below the type of marina proposed.
Commercial Public
Residential
b. Will the marina be open to the general public?
c. If there is residential development associated
with the marina, how many units or lots are
planned?
d. Check all of the types of service to be
provided.
Full service, including travel
lift and/or rail
Dockage, fuel, and marine supplies
Dockage ("wet slips") only
Number of slips
Dry storage
Number of boats
Boat ramp(s)
Other (describe)
e. Check below the proposed type of siting.
Land cut and access channel
Open water with dredging for basin
and/or channel
Open water, no dredging required
Other (describe)
f. Describe the typical boats to be served (for ex-
ample, open runabout, charter boats, sail boats,
or mixed types).
g. Typical boat length
h. Maximum boat length
i. Are any floating buildings planned?
If so, describe.
.,..:w..w+.N:.:o.?'w? }z, a.-:*.:s c...?:.bn?iiul v, ::, u.,fia?ir'J•^Y.s.,...,
a. Check each of the following sanitary facilities
which will be included in the proposed project.,
Office toilets
Toilets for patrons
Number
Location
Showers
Boat holding tank pumpout
Type and location
b. Describe treatment type and location for all
sanitary wastewater.
c. Describe solid waste, fish offal, and trash
disposal.
d. How will overboard discharge of sewage from
boats be controlled?
e. Give the location and number of "No Sewage
Discharge" signs proposed.
f. Describe the special design, if applicable, for
containing industrial type pollutants, such as
paint, sandblasting waste, and petroleum pro-
ducts.
g. Where will residue be disposed of?
h. Give the number of channel markers and "No
Wake" signs proposed.
Note: Regulatory signs such as these require ad-
ditional approval by the N.C. Wildlife
Resources Commission.
4
'
Wilmington District, Corps of Engineers ?'
DEPARTMENT OF THE ARMY *??, 1989
Post Office Box 1890
Wilmington, North Carolina 28402-1890 r'
r-,
? 1. i 1 I
CESAW-C090-N-084-0024 Octobe z ,
?i2 f
lT
PUBLIC NOTICE
The CITY OF ALBEMARLE, WATER SEWER UTILITIES PLANTS DIVISION, POST OFFICE
BOX 190, ALBEMARLE, NORTH CAROLINA 28002 has applied for a Department of the
Army after-the-fact permit TO RETAIN A CONCRETE WEIR AND FORD ACROSS LONG
CREEK IN ALBEMARLE, STANLEY COUNTY, NORTH CAROLINA.
This public notice does not imply, on the parts of the Corps of Engineers
or other agencies, either favorable or unfavorable opinion of the work
performed; but it is issued to solicit comments on the factors listed above on
which a final decision will be based. Legal action has been suspended pending
the outcome of this consideration.
The following description of the work is taken from data provided by the
applicant. Plans submitted with the application show the construction of a
3-foot-high by 49-foot-wide concrete weir with two 6-foot removable gates, and
a 15-foot-wide concrete road crossing of Long Creek just downstream of the
weir. The. project involved the discharge of approximately 13 cubic yards of
concrete within the Long Creek Channel. The purpose of the work is to
(1) provide vehicular access to city owned land on the opposite side of the
creek, and (2) to operate a flow measuring device upstream of the discharge of
the Albemarle Wastewater Treatment Plant. Plans showing the work are included
with this public notice.
The State of North Carolina will review this public notice to determine
the need for the applicant to obtain any required State authorization. No
Department of the Army (DOA) permit will be issued until the coordinated State
viewpoint on the proposal has been received and reviewed by this agency, nor
will a DOA permit be issued until the North Carolina Division of Environmental
Management (NCDEM) has determined the applicability of a Water Quality
Certificate as required by PL 92-500.
This after-the-fact application is being considered pursuant to Section
404(b) of the Clean Water Act (33 U.S.C. 1344). Any person may request, in
writing within the comment period specified in the notice, that a public
hearing be held to consider this application. Requests for public hearing
shall state, with particularity, the reasons for holding a public hearing.
-2-
The District Engineer has consulted the latest published version of the
National Register of Historic Places for the presence or absence of registered
properties, or properties listed as being eligible for inclusion therein, and
this worksite is not registered property or property listed as being eligible
for inclusion in the Register. Consultation of the National Register
constitutes the extent of cultural resource investigations by the District
Engineer, and he is otherwise unaware of the presence of such resources.
Presently, unknown archaeological, scientific, prehistorical, or historical
data may be lost or destroyed by work under the requested permit.
The District Engineer has determined, based on a review of data furnished
by the applicant and onsite observations, that the activity will not affect
species, or their critical habitat, designated as endangered or threatened
pursuant to the Endangered Species Act of 1973.
The decision whether to issue an after-the-fact permit will be based on an
evaluation of the probable impacts, including cumulative impacts, of the
activity and its intended use on the public interest. Evaluation of the
probable impacts which the activity may have on the public interest requires a
careful weighing of all those factors which become relevant in each particular
case. The benefits which reasonably may be expected to accrue from the
proposal must be balanced against its reasonably foreseeable detriments. The
decision whether to authorize a proposal, and, if so, the conditions under
which it will be allowed to occur, are therefore determined by the outcome of
the general balancing process. That decision should reflect the national
concern for both protection and utilization of important resources. All
factors which may be relevant to the proposal must be considered including the
cumulative effects thereof. Among those are conservation, economics,
aesthetics, general environmental concerns, wetlands, cultural values, fish
and wildlife values, flood hazards, flood plain values, land use, navigation,
shore erosion and accretion, recreation, water supply and conservation, water
quality, energy needs, safety, food and fiber production, mineral needs,
considerations of property ownership, and, in general, the needs and welfare
of the people. For activities involving the placement of dredged or fill
materials in waters of the United States, a permit will be denied if the
discharge that would be authorized by such permit would not comply with the
Environmental Protection Agencies' 404(b)(1) guidelines. Subject to the
preceding sentence and any other applicable guidelines or criteria, a permit
will be granted unless the District Engineer determines that it would be
contrary to the public interest.
Generally, the decision whether to issue this DOA permit will not be made
until the North Carolina Division of Environmental Management (NCDEM) issues,
denies, or waives State certification required by Section 401 of the Clean
Water Act. The DEM considers whether or not the proposed activity will comply
with Sections 301, 302, 306, and 307 of the Clean Water Act. The application
and this public notice for the DOA permit serve as application to the DEM for
certification.
F
-3-
Additional information regarding the Clean Water Act certification may be
reviewed at the offices of the Environmental Operations Section, North
Carolina Division of Environmental Management, Salisbury Street, Archdale
Building, Raleigh, North Carolina. Copies of such materials will be furnished
to any person requesting copies upon payment of reproduction costs.
The NCDEM Management plans to take final action in the issuance of the
Clean Water Act certification on or after December 6, 1989.
All persons desiring to make comments regarding the application for Clean
Water Act certification should do so in writing delivered to the North
Carolina Division of Environmental Management, Post Office Box 27687, Raleigh,
North Carolina 27611-7687, on or before November 30, 1989, Attention:
Mr. William Mills.
Written comments pertinent to the proposed work, as outlined above, will
be received in this office, Attention: David Baker, until 4:15 p.m., Monday
November 13, 1989, or telephone [phone].

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SITE LOCATION
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LATITUDE 35.19' 37.26 o a
LONGITUDE 80. 12'57.571,
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(NAD 1927) \
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VICINITY MAP
CITY OF ALBEMARLE N. C.
FLOW MEASURING DEVICE
SCALE I"= 1000'
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CREEK CROSSING l
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ll REINFORCED CONCRETE J

NOTES : I I /
I. 100 YEAR FLOOD ELEVATION 410' (
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2. UPSTREAM AVERAGE ELEVATION 394.8' YI
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3. DOWNSTREAM AVERAGE ELEVATION
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394.20'
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4. CREEK BOTTOM 394.00' 0 I a
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DESCRIPTION PLAN VIEW
FLOW MEASURING DEVICE
DATE 9-6-89 SCALE
1 " 0 30'
DRAWN BY. 9. R• TRACED BY CHECKED BY
CONT. NO. CITY OF ALBEMARLE SHEET NO.
DWG. NO. N.C. OF
SHEETS
ENGINEERING DEPARTMENT

CONCRETE REINFORCED
WALLS
S2
1
481-911
PLAN
'
SECTION A-A 1 = 1/2
GROUND LEVEL
DESCRIPTION ELEVATION AND SECTION VIEW CONT. NO, SHEET NO.
FLOW MEASURING DEVICE CITY OF ALBEMARLE
DWG. NO. N.C. OF
DATE 9-6-89 SCALE I"= 10'
DRAWN BY D.R. TRACEDBY CHECKED BY ENGINEERING DEPARTMENT
EL.= 398.00-1
(2) TWO RECTANGULAR WEIRS WITH
END CONTRACTIONS AND REMOVABLE
GATES.
N
I I t I 1 I L
I I I
EL.= 394.59
A
ELEVATION

WATER ELEVATIONS

HIGH WATER 410.00'
AVERAGE WATER 394.80'
LEVEL UPSTREAM
AVERAGE WATER 394.20'
LEVEL DOWNSTREAM
CREEK BOTTOM 394.00
VERTICAL DATUM 1929 G.A.